Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
033832 - Construction-Related - Contract - S.H.U.C., Inc.
CnM x SPECIFICATIONS r D.OX AND cc"w ton, t CONTRACT DOCUMENTS FOR �IE1'� 6r ►TER AND SANITARY SEWER REPLACEMENT CONTRACT 2004 WSM-K 1. CALMONT AVE. (HULEN TO ELDRIDGE) 2. DAKAR RD. (FIRTH TO N. CUL-DE-SAC) SEOF-Ir TARP3. FIRTH RD. (RIDGMAR TO DAKAR) C( IN fRAji"T NO. �D�4. GEDDES AVE. (KENLEY TO ALAMO) . . GEDDES AVE. (MERRICK TO ELDRIDGE) 6. GOODMAN AVE. (PREVOST TO FARON) 7. HARLEY AVE. (CRESTLINE TO WESTERN) 8. WASHBURN AVE. (CRESTLINE TO E. DEAD END) 9. HULEN ST. (CAMP BOWIE BLVD.`TO CRESTLINE) 10. WOODS AVE. (COLD SPRINGS TO LOCUST) - , WATER PROJECT NO. P253-604170019683 SEWER PROJECT NO. P258-704170019683 CITY PROJECT NO. 00196 DOE 4870 IN THE CITY OF FORT WORTH, TEXAS 2006 MICHAEL MONCRIEF CHARLES R. BOSWELL MAYOR CITY MANAGER S. FRANK CRUMB, P.E. DIRECTOR, WATER DEPARTMENT ROBERT D. GOODE, P.E. DIRECTOR OF TRANSPORTATION AND PUBLIC WORKS A. DOUGLAS RADEMAKER, P.E. DIRECTOR, DEPARTMENT OF ENGINEERING PREPARED FOR DEPARTMENT OF ENGINEERING E OF Tfrq �o CITY OF FORT WORTH $ PREPARED BY JIMMY D. 'WILf,IgMS ' ���.. . .44293 . . .•:Q �" NSS/ANAL 1 �Qi #_ c} 4 �.k:.GY�O� 1701 RIVER RUN, SUITE 610, FORT WORTH, TEXAS-76107 +x+ 08-09--06 P02:01 err Fula W r Print M&C j COUNCIL ACTION: Approved on 6/20/2006 -Ordinance No. 17023-06-2006 DATE: 6/20/2006 REFERENCE NO.: C-21538 LOG NAME: 30WSM-K-SHUC ,CODE: C TYPE. NON-CONSENT PUBLIC BEARING: NO SUBJECT: Adopt Appropriation Ordinance and Authorize Execution of Contract with S.H.U.C., Inc., for Water and Sanitary Sewer Replacement on Portions of Calmont Avenue, Dakar Road, Firth Road, Geddes Avenue, Goodman Avenue, Harley Avenue, Washburn Avenue, Hulen Street and I. Woods Avenue Contract 2004, WSM-K (City Project No. 00196) 1 a RECOMMENDATION: It is recommended that the City Council: _ 1. Authorize the transfer of$1,837,989.00 from the Water and Sewer Operating Fund to the Water Capital Projects Fund in the amount of$1,360,639.00 and Sewer Capital Projects Fund in the amount of $477,350.00; _ ' 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the -'Water Capital Projects Fund in the amount of$1,360,639.00 and the Sewer Capital Projects Fund in the amount of$477,350.00; from available funds; and a 3. Authorize the City Manager to execute a contract with S.H.U.C., Inc., in the amount of$1,666,215.00 for Water and Sanitary Sewer Replacement Contract 2004, WSM-K. of DISCUSSION: On July 26, 2005 (M&C C-20871), the City Council authorized the City Manager to execute an engineering agreement with A.N.A. Consultants, L.L.C. to prepare plans and specifications for Water and Sanitary Sewer Replacement Contract 2004, WSM-K. This project consists of the replacement of existing water and/or sanitary sewer mains as indicated on the following streets s Street From To Scope of Work 1 Calmont Avenue Hulen Street Eldridge Street water Dakar Road Firth Road N. cul-de-sac water/sewer Firth Road Ridgmar Road Dakar Road water/sewer Geddes Avenue Kenley Street Alamo Street water/sewer Geddes Avenue Merrick Street Eldridge Street water Goodman Avenue Prevost Street Faron Street waterlsewer Harley Avenue Crestline Road Western Street water Hulen Street Camp Bowie Blvd Crestline Road water/sewer Washburn Avenue Crestline Road E. Dead End water/sewer Woods Avenue Cold Springs Road Locus Street water i After the proposed improvements are completed, all the streets will be pulverized and overlayed with asphalt under a separate contract. The project was advertised for bid on April 27 and May 4, 2006. On May 25, 2006, the following bids were received. Bidder Amount Time..of Completion S.H.U.C., Inc $1,666,215.00 250 Calendar Days Burnsco Construction, Inc. $1,681,586.00 Conatser Construction, TX, L.P. $1,755,660.00 William J. Schultz, Inc. dba ? Circle "C" Construction Company $1,828,253.00 i i Patco Utilities, Inc. $1,836,850.91 Cleburne Utility Construction, Inc. $1,899,109.00 Tri-Tech Construction, Inc. $1,931,718.00 In addition to the contract cost, $113,234 (water$84,944, and sewer$28,290) is included for survey, inspection and other construction related tasks. In addition, $58,540 (water$37,156 and sewer$21,384) is provided for project contingencies. MIWBE— S.H.U.C., Inc., is in compliance with the City's MIWBE Ordinance by committing to 23% MIWBE participation. The City's goal on this project is 23%. ' This project is located in COUNCIL DISTRICT 7. FISCAL. INFORMATION/CERTIFICATION: 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 and the Sewer Capital Projects Fund. j TO Fund/AccountlCenters FROM Fund/Account/Centers 1 &21 1)PE45 538070.0609020 $1 360,639.00 P258 472045 7041700196ZZ $477,350.00 1)PE45 538070 0709020 $477,350.00 _1-&2) $1,360,639.00 P253 472045 6041700196ZZ 3)P253 541200 604170019683 $11,238,539.00 2)P253 531.350 604170019652 24 800.00 3)P258 541200 704170019683 $427,676.00 1 Z)P253__531350 604170019680 $1,800,00 2)P253 531350 604170019682 $1,200.00 ZR253 5412-00._604170019683 $1,275 695_00 2.)P253 531350 604170019684 $12,000.00 2)P253 531350 604170019685 $42,000.00 ZP253_531350 604170019691 $1,200.00 2)P258 531350 7041700.19652 $8,60000 2)P258_..531350 704170019680. $810.00 2)P258 531350 604170019682 $540.00 2)P258 541200 704170019683 $449,060.00 2)P258 531350 704170019684 $5,400.00 2 P) 258 531350 704170019685 $12,400.00 2)P258 531350 704170019691 1�1—200.00 2)P253 531350 604170019610 $546.00 2}P253.531350_._604_1.70019620 $1.,398.00 Submitted for City Manager's Office by: Marc A. Ott (8476) Originating Department Head: A. Douglas Rademaker(6157) ) 1 Additional Information Contact: A. Douglas Rademaker (6157) 1 ATTACHMENTS 30WSM-K-SHUC.doc i J t 7 i 1 i I I i r 1 r CITY OF FORT WORTH DEPARTMENT OF ENGINEERING ' ADDENDUM NO. t to the Specifications & Contract Documents For WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2004 WSM—K WATER PROJECT NO. P253-604170019683 SEWER PROJECT NO. P258-704170019683 D.O.E. NO. 4870 1 Sid submittal Due Date: May 25, 2006 Addendum No. 1 Issued: April 27, 2006 Prospective Bidders are hereby notified of the following revisions: 1. ITEM DA-46 RECOMMENDED SEQUENCE OF CONSTRUCTION in Part DA— Additional Special Conditions of the Contract Documents has been modified. The revised DA-46 is included and should be inserted into the Contract Documents at the appropriate location. This Addendum No. 1, forms part of the Specifications & Contract Documents for the above referenced Project and modifies the original Specifications & Contract Documents of the same. Acknowledge your receipt of this Addendum No. 1 by completing the requested t information at the following locations: a (1) In the space provided below (2) Indicate in upper case letters on the outside of your sealed bid envelop: "RECEIVED &ACKNOWLEDGED ADDENDUM NO. 1" Failure to acknowledge the receipt of this Addendum No. 1 could cause the subject bidder to be considered "NONRESPONSIVE", resulting in disqualification. 5 ADD M NO. 1 C NOWLEDGEMENT: Bye A. Douglas Rademaker, P.E. Title:^ 6 J e,n _ Director, Dept. of Engineering Address: �- , 07 By: Telephone: - S (if Tony Sholola, P.E. Engineering Manager Addendum No.1 Page 1 4/25/2006 DA-46 RECOMMENDED SEQUENCE OF CONSTRUCTION In order to facilitate timely reconstruction of the affected roadway surfaces (subsequent to waterisewer installation) under the City's roadway maintenance program, it Is the ify's preference that the proposed water and/or sanitary sewer improvements be conducted an the project streets based Upon the following sequence.- 1. equence;'I. Harley Ave, (Crestline Rd, to Western St.) 2. Washburn Ave. (Crestline Rd. to B. Deed End) 3. t-lulen St, (Camp Bowie Blvd, to Crestline Rd.) 4, Calmont Ave. (Helen St. to Eldridge t.) b, Woods Ave. (Cold Springs Rd. to Locust S t.) . Dakar Rd. (Firth Rd. to N. Cul-De-Sac) 7. Firth Ind. (Rid mar to Dakar Rd.) 8. Geddes Ave. (Kenley St. to Alamo t.) 9. Goodman Ave, (Prevost St. to Faron) 10. Geddes Ave, (Merrick St. to Eldridge t.) After the work start date has been established, the selected contractor snail ba required to submit the beginning and onding dates for all work (including pavement repair) on each of the project streets. Please be advised that the contractor has the option of submitting a different sequence of construction than stated above. The contractor shall not be allowed to begin work (but #lme charges will begin on the project) until the preferred sequence of construction and the start and end work dates for each street have been submitted to the City. As water and sanitary sewer improvements are completed on each street, in the sequence listed above, the City may conduct partial Anals in an attempt to further expedite the HMAG contract{s). The Contractor may submit a different sequencling ❑pt[on to the Qty for consideration. However work on Harley Avenue must be completed first. 05/17/2006 02:51 0173359955 A 14 A '. 1Z1JI._TANTS PAGE 02 CITY OF FORT WORTH DEPARTMENT OF ENGINEERING ] ADDENDUM NO.2 to PIC Specifications& Qontract Documents For MATER AND SANITARY SEWER REPLACEMENT CONTRACT 2004 I SM-K WATER PROJECT NO. x'253-604170019683 SEWER PROJECT NO. P258.704170019683 D.O.E. NO. 4870 Bid submittal Due Dole:May 26, 2006 Addendum No. 2 Issued: May 17, 2006 Prospective Bidders are hera3by notifTeed of the following revislons. 1. The number of calendar days rewired to complete the contract as shown on Pape B-18 € f th*Proposal, is hereby increased to 250 calendw days. The prospective bidder shall dross out the original numer, insert the revised number and initial same. 2. For this project only, in areas requiring Cement Stabitized Backfill.this tmck.fill shall --- extend to 12"above the top of pipe. This Addendum No. 2,forms part of the Specifications & Contract Docimients for the above referenced Project and modifies the original Specifications&Contract Documents of the same. Acknowledgeyour receipt of'this Addendum�aTo. 2 by completing the requeustcd infeornnation at the following locations: (1) Ira the space provided below (2) Indicate iii tapper cases letters on than outside of your sealed bid cnvelap: "RECEIVED &A004'DVVLEDGED ADDENDUM NO.V Failure to acknowledge the receipt of this Addendum No. 2 could cause the Subject bidder to be considered"NONRESPONSIVE",resulting in disqualification. AID M NO L OWLE.DGEMENT: R _. .�.. A. Douglas R admnaker. P.E. Tine:q r� r� y -- Directox, Dept. of Engi ncenng Address: ►0 iLg.n ___- Pic Telephone,, � Z S�In ���� � -Tony Sholola3,P.E. Engineering Manager Addendum No.2 Page 1 5/17/2006 05/21/200F, 23:52 8173359955 A N A C-01SUL_TANTS AGE 02 CITY OF FORT WOg��Rg�T�,IJ DEPARTMENT OF RING ADDENDUM N0,3 To the Spedtleattoas& coateact Documents for WA")I•'iER AND SANITARY SEWER REPL CLMEC+1T CONTRACT 2004 SIS--K Water ktvfect No. P253-604170019603 Sever Pr'ojeet No.P258-7041IODI%81 city project No. 00196 DORProject No.4870 Addendum No.3 Xss%to3)ate: February 22,2006 Bid Recefpr Date:.25,2006 This addmdu.m forte part of the contract docuxxreYmt$xgcr raced above aid in di.lxers the ertigirsnl Contract LocumentB, Ackcxrowledgc raceipt Of this addetidem by signing and attacbi.n5 it to iho Contmc:t Documents(inside), '�ote receipt of tW Addendum i.n.the Bid?ror.oe3l and on the outer Mvielopa of your trill. 'Prospective bidders are hereby lstformed of the ft)1JewJnS,- 1. EX14tin8 Special Condition I3-66 on Pap SC-49 is hereby replaced i.rz its entirety with the atted wised I3-66 ?. ire prevai3iatg irn}le Rate for 2000 on page 5C-56 it bemby mplaccd in its etrtiretyr with tho attached hailing'Wager Patea for 2()06 All oqw provisions ot?tlje plAr(s, VcQifioations and ex nft-act docwnant for the project which, not entmsly amandad himc n shall remain in,full force and efft.a. Fa lum to r-st zm a sired copy of the adcicndwn with tb.a:N 1 skull be grounds for rande�izb the bid noxi-tesponsive, r`®ulting in disqualification. A sighed co.py of els addendam shall be placed into the PI-OP0 sal at the titrte of bid subrnt'ttal, Receip c; owledg Depa,"t-awnt of Estgsrree rii�� A, Douglas1Radernaker;rz By. S . L7irc�lot ritlo:- �5 iA e-'Y r Tory Sholola, P.F. Y ----_ Eu Bering manager,DOE 1 e5l21!2eO6 23:52 8173359955 A N (i CONSULTNTS FIAGr 0 T PART D a SPECIAL CONDITIONS 0-64 WAGE RATES Compliance with and Enforcement cif Prevailing Wage Laws Da")10areryiyiitrrg_Waa _lte.. We-contractor shall corripiy Wit E9 olt requirernertts of Chapter 2258, Texas GDAierr moat Cade (Chapter 2258), including the payment of riot less thrar,the rates datermired by the City Cauncil of the City of Fort Worth to be the prevailing wago rates In vowridaince with Chapter 2258. Such prevailing wage rates a re Included In these contract du aiments, emagy fac ybilatlon. A cont!-actor or any subcontmctair who dotes not pay the prevailing wage shall, upon demand made by the C!I'y, pay to the City SOO for each worker employed for ea*h calendar day or perp of the day that the worker to paid IMS than the prevabing wage rates stlpuJated in these writract doc%jnvrts. This penalty shall be retained by this City to offset its aclmINstrativa costs, pursuant to Tesxac Govornrnent Cods"MU23, mewurwV win r-MI 220 On receipt of irrformiatior°., including a complaint by a worker, concernlrrg an alliaged violation of 22W.023, Texas Government Code, by a wntmctor or sobcontracto , the City shall rrwke an inital determinatlon, before the 311 stay attr the data the City receives the information,as to whether goon cruse exists to believe that tha% tatloi)occurred. The City shall notify in writing tka contractor or subcon!ractorand a#V affc ted worker of its Initial detereninatioe. upon the City's deterr't'sinaluon that there Is good caube to beileve the co rtr anter or subs antra;c or has violated Chapter 2258, the City shall rtrtolrl tiro full amounts claEinied by the elairrrant or cialmarft a5 the 0ifference botwe+eq vrages paid and wages due under to prevailing wage rat , such arrt0&)nts being subtracted from successive progress payments ponding a Mal detarmination of thio violation. ! 1tt_91.QLBedulr�ad�f VI_o o N®t-� An Issue relattl.g to art alleged violation of Section 2258.023,Texas Government Coda, inchtding a p®nal�#owed to the City or an aPfooted workar, shalI be submitted to bindlag arbitratiram in eceordence with'th,a Taxes General Arbitration Acct(Articio 224 at seq,, Revised Statutes) If lite contractar or subcarrtenctor and any affevted worlaer do not resolve t'a 'sage by agreement before tht: f 5th day mer th:e date the City rakes Its initial determination pursuant to paragraph(c)i above. If the persons required to arbitrate under this section do not agree on aii arbitrator before the I Ith clay atter the date that arl;Aratlon Is required, a district court shall appoint an arbitrator on the petition of any of tt+e Persons. The City Is not a partyin the aMl atiun. Tl!e€ecision and award of the arb4retar is final and bihditnji oh all parties and may be eWorced In any court of competentaunsdl:'lon. • die to i3IUlrrlrttainod. The rxntmotor each subcontreotor shall, for a pentad of tains (3)years following the dills of acceptance of the work, Maiaritein rawrds that show(s)the name ano ocoupation of each worker employed by the taonlrac for in the construction of#le wvrx provided for Iii this wntract, and (ii)the Vowel per them wegiaa said to each worker, 'The records shall be open et all reasonable hears for inspection by 1hr9 Coity_ The prov;$ionn of the,Audit suction caf these CordeaCt dcamrrients spelt pertain to thiel mapertioho - Patirrf�#� With each partial payroent estimate or payroll period, wbionover is less, tics contractor sham submii an afrdavlt stating that the contractor has complied with the requirements of Chapter 2258, Texa3 Clouertirnent Code, 3� 'd $ 89 [Ll Lid 'QN tai ��u1�U3_1 .!f) al!o 14V H:01 NOW 90 2--8Z-AVW I il'1E1f�r 23: 52 817DO59955 A N A CONSULTANTS PAGE 04 PART D - SPECIAL CONDITIONS P of The contractor she post the prgvalling wage rates iM a conspinuous place at ',he site of the project at all t"Mm. td�tl5i~I� �, The contractor shah lncliad8 In Its Sul ecritracta and/orshall otherwise mquire all of its subcont-adors to C,ompty vvith paragraphs (a)through (g) above_ (Wage rates are iattached at the and of this section ) L sc- 1 Ln 'd 299 W9 LIS 'ON XVJ '110 WV 2:01 NOW 05/21/2006 23:52 8173359955 A N A CONSULTANTS PAGE 05 :V -cons Clew oMillon Hrly Fits Classifications Hrly Ria Air Tqoi'aporotor —$10,06 Scraper Operator ----TI 1=4 $11.01 -§e—MG;r $12.32 Asphalt Shoveler Slip Fora Machine oporwor $12-33 Asphalt Distributor OporsUx _CTO-9 Spreader Box Op*mtof Asphalt Paving Machine Qporp(ot $1238 Traclor ,operator,Crawler Type $12.60- -P-Fant Wog-m—r — $14.15 Trador operator,Pneumatic SI2-91 Broom or Sweeper Opamtor 9.39 Traveling Mixer Opprator $12,03 Bulldozer oponabr- $1 3,22 Tiruok Driver-Single Axle(Light) $10.91 $12.80 Truck Driver-Single vie—(Heavy) $11.47 06ncriAF-InIsher-Pm4ng —$12.13 5 �Truck Driver-Tan-d—ern—Axle Semi railer $1.1.75 oncrete I-I.TsConcrete FInIZZ,; ctures. $13.27 Truck Driver-Lowboy/Flost $14.03 Concrete Paving Ourbing Much.Oper- $12.00 Truck Driver-TranM Mix $12.0a ncrete Paving Finishing Mach.Oiler. $13,63 Ws9on Drill,Dorfthg Maclllne.FontHulaOrIlIvr $14.00 Cvncrata ng Joint Sosivr Opof. 12.50 $13,57 Concrete Paving Saw Oiler, Work Zona SarTiCade Servicar vom Concrete Paving Spreader OW, 51 4.50 Coricrate Rubber S9(1.61 Crane,Qlamsholl, BaCkhoo,5;rTiCTDrualins.S-Owe --l—MI-2 - Electrician $18.12 Form Suildor-Strunturm $11.63 corm Saftr-Piijl-dwbs $11-13 Foundaftn Ddl70P-J7oGr,Cm-le,—MovntW —$1367 Foundation Drill Operator,TruckWo-unted— --——f19,30 KrgnE t nd Radar �. $12.62 00$12.62 rilmon $SI Is --$10.65 Machen $16,97 Milling Machine OporwtDr,Fina Grade Mixer—opefatF Moto,Gradar GNretor(Fine Grade) $1&20 motor Gradgr Ciperuutor,Rang I IIQI- $14,50 Pointer,structurcs $13A7 'Vfl`v0M0nt M$fklrq M�00hin*Qpmr. $10,04 131 Roller,Steel Wheal Punt-Mix Pavements Roller,Steel Wheal Other 1`1811wheal or Tampft $10.92 Rallar,Pne��mjkflc,Soll(-Propelled Scraper $1107 ffe-jnfbii4nq I a)Saw(Pavi—ng) RoInforcing St"I Saftr{Structure) SPECIFICATIONS AND F CONTRACT DOCUMENTS FOR WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2004 WSM-K 1. CALMONT AVE. (HULEN TO ELDRIDGE) 2. DAKAR RD. (FIRTH TO N. CUL-DE-SAC) 3. FIFTH RD. (RIDGMAR TO DAKAR) 4. GEDDES AVE. (KENLEY TO ALAMO) 5. GEDDES AVE. (MERRICK TO ELDRIDGE) 6. GOODMAN AVE. (PREVOST TO FARON) 7. HARLEY AVE. (CRESTLINE TO WESTERN) 8. WASHBURN AVE. (CRESTLINE TO E. DEAD END) 9. HULEN ST. (CAMP BOWIE BLVD.TO CRESTLINE) 10.WOODS AVE. (COLD SPRINGS TO LOCUST) f WATER PROJECT NO. P253-604170019683 SEWER PROJECT NO. P258-704170019683 CITY PROJECT NO. 00196 DOE 4870 IN -: THE CITY OF FORT WORTH, TEXAS 2006 MICHAEL MONCRIEF CHARLES R. BOSWELL MAYOR CITY MANAGER S. FRANK CRUMB, P.E. DIRECTOR, WATER DEPARTMENT ROBERT D. GOODE, P.E. DIRECTOR OF TRANSPORTATION AND PUBLIC WORKS A. DOUGLAS RADEMAKER, P-E. DIRECTOR, DEPARTMENT OF ENGINEERING PREPARED FOR DEPARTMENTCITY OF FORT WORTH RING 4F e, PREPARED BY JIMMY D. WILLIAMS °�4��•, 44293 94 1701 RIVER RUN, SUITE 610, FORT WORTH, TEXAS-76107 t TABLE OF CONTENTS PART A r NOTICE TO BIDDERS COMPREHENSIVE NOTICE TO BIDDERS SPECIAL INSTRUCTION TO BIDDERS PART B MINORITYIWOMEN BUSINESS ENTERPRISE SPECIFICATIONS VENDORS COMPLIANCE TO STATE LAW PROPOSAL PART C GENERAL CONDITIONS PART Cl SUPPLEMENTAL CONDITIONS TO PART C-- GENERAL CONDITIONS PART D SPECIAL CONDITIONS PART DA ADDITIONAL SPECIAL CONDITIONS PART E TECHNICAL SPECIFICATION FOR MANHOLE JOINT SEALING ' REINFORCED PLASTIC WATER METER BOXES PART F t CERTIFICATE OF INSURANCE CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAWS PERFORMANCE BOND a PAYMENT BOND MAINTENANCE BOND PART G CONTRACT i APPENDICES APPENDIX A—STANDARD FIGURES AND DETAILS APPENDIX B— PAVEMENT CORE RESULTS k i i { PART A NOTICE TO BIDDERS COMPREHENSIVE NOTICE TO BIDDERS SPECIAL INSTRUCTIONS TO BIDDERS f -i PART A- NOTICE TO BIDDERS Sealed Proposals for the following: r WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2004 WSM-K WATER PROJECT NO. P253-604170019683 SEWER PROJECT NO. P258-704170019683 ? CITY PROJECT NO. 00196 D.O.E. No. 4870 Addressed to Mr. Charles Boswell, City Manager of the City of Fort Worth, Texas will be received at the Purchasing Office until 1:30 p.m., Thursday May 25 2006, and publicly opened and read aloud at 2:00 p.m. in the Council Chambers. Contract Documents, including Plans and Specifications, may be obtained in the office of the Transportation and Public Works Department of the City of Fort Worth, 1000 Throckmorton, Fort Worth, Texas 76102, for a non-refundable fee of sixty dollars ($60.00) per set. The major work on the referenced project consists of the following: -- 1,380 L.F. 10" PVC Pipe SECTION A 13,550 L.F. 8" PVC Water Pipe WATER IMP. 450 L.F. 6" PVC Water Pipe --' SECTION B 3,730 L.F. 8" PVC Sewer Pipe SEWER IMP. 24 EA Manholes Included in the above will be all other miscellaneous items of construction as outlined in the Plans and Specifications. Bidders shall not separate, detach or remove any portion, segment or sheets from the contract documents at any time. Bidders must complete the proposal sections and submit the complete specifications book or face rejection of bid as non-responsive. A pre-bid conference will be held with prospective bidders beginning at 2:00 PM on Tuesday May 16, 2006, in the TPW Conference Room No. 270. For additional information concerning this project, please contact Mr. Abe Calderon, P.E., Project Manager for the City of Fort Worth, (817) 392-7963 or Mr. Jimmy D. Williams, Project Manager for ANA Consultants L.L.C., (817) 335-9900. Advertising Dates: April 27, 2006 M_av 4, 2006 NTB-1 a COMPREHENSIVE NOTICE TO BIDDERS f Sealed Proposals for the following: 7 WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2004 WSM-K 1. CALMONT AVE. (HULEN TO ELDRIDGE) 2. DAKAR RD. (FIRTH TO N. CUL-DE-SAC) 3. FIRTH RD. (RIDGMAR TO DAKAR) 4. GEDDES AVE. (KENLEY TO ALAMO) 5. GEDDES AVE. (MERRICK TO ELDRIDGE) 6. GOODMAN AVE. (PREVOST TO FARON) 7. HARLEY AVE. (CRESTLINE TO WESTERN) 8. WASHBURN AVE. (CRESTLINE TO E. DEAD END) 9. HULEN ST. (CAMP BOWIE BLVD. TO CRESTLINE) 10. WOODS AVE. (COLD SPRINGS TO LOCUST) 1 WATER PROJECT NO. P253-604170019683 SEWER PROJECT NO. P258-704170019683 CITY PROJECT NO. 00196 D.O.E. No. 4870 Addressed to Mr. Charles Boswell, City Manager of the City of Fort Worth, Texas will be received at the Purchasing Office until 1:30 P.M., May 25, 2006 and then publicly opened and read aloud at 2:00 ! P.M. Contract Documents including Plans and Specifications may be obtained in the office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas 76102 for a non-refundable fee of sixty dollars ($60.00) per set. These documents contain additional information for prospective bidders. All bidders will be required to comply with provision 5159 of "Vernon's Annotated Civil Statutes" of the State of Texas with respect to the payment of prevailing wage rates and City Ordinance No. 7278, as amended by City Ordinance No. 7400 (Fort Worth City Code Sections 13-A-21 through 13-A-29), prohibiting discrimination in employment practices. Bid security is required in accordance with Paragraph 2 of the Special Instructions to Bidders. The major work on the above project shall consist of the following: 1,380 L.F. 10" PVC Pipe SECTION A 13,550 L.F. 8" PVC Water Pipe WATER IMP. 450 L.F. 6" PVC Water Pipe SECTION B 3,730 L.F. 8" PVC Sewer Pipe { SEWER IMP. 24 EA Manholes Included in the above will be all other items of construction as outlined in the Plans and Specifications. A pre-bid conference will be held with prospective bidders beginning at 2:00 PM on Tuesday May 16, 2006, in the TPW Conference Room No. 270. The City reserves the right to reject any and/or all bids and waive any and/or all formalities_ AWARD OF CONTRACT: No bid may be withdrawn until the expiration of ninety (90) days from the date bids are opened. The award of contract, if made, will be within ninety (90) days after the opening of bids, but in no case will be award be made until all the necessary investigations are m the responsibility of the bidder to whom it is proposed to award the contract. CNTB-1 r Y. 4;I'�i t:-KL) E uLt r Bidders are responsible for obtaining all addenda to the contract documents prior to the bid receipt time and acknowledge them at the time of bid receipt. Information regarding the status of addenda : may be obtained by contacting the Department of Engineering at 317 392-7910. Bids that do not acknowledge all applicable addenda may be rejected as non-responsive. In accordance with City of Fort Worth Ordinance No. 15530, the City of Fort Worth has goats for the participation of minority enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the office of the City Secretary. The Bidder shall submit the MBEIWBE SUBCONTRACTOR/SUPPLIER UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM, GOOD FAITH EFFORT FORM and/or the JOINT VENTURE FORM as appropriate. The Documentation must be received by the managing department no later than 5:00 P.M., 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 non- responsive. The Managing Department for this project is the Department of Engineering. For additional information concerning this project, please contact Mr. Abe Calderon, P.E., Project Manager, City of Fort Worth, (817) 392-7963 or Mr. Jimmy D. Williams, P.E., Project Manager, ANA _ Consultants L.L.C., (817) 335-9900. CHARLES BOSWELL CITY MANAGER MARTY HENDRIX CITY SECRETARY y Department of Engineering A. Douglas Rademaker, P.E, Director C By: Tony Sholola, P.E., Engineering Manager PUBLICATIONS: A rp it 27, 2006 May 4, 2006 CNTB-2 SPECIAL INSTRUCTIONS TO BIDDERS 1) PRE QUALIFICATION REQUIREMENTS: All contractors submitting bids are required to be prequalified by the Fort Worth Water Department prior to submitting bids. This prequalification process will establish a bid limit based on a technical evaluation and financial analysis of the contractor. It is the bidder's responsibility to submit the following documentation: a current financial statement,an acceptable experience record,an acceptable equipment schedule and any other documents the Department may deem necessary,to the Director of the Water Department at least seven(7) calendar days prior to the date of the opening of bids. a) The financial statement required shall have been prepared by an independent certified public accountant or an independent public accountant holding a valid permit issued by an appropriate State licensing agency and shall have been so prepared as to reflect the financial status to the submitting company. This statement must be current and not more than one(1)year old. In the case that a bidding date falls within the time a new statement is being prepared,the previous statement shall be updated by proper verification. b) For an experience record to be considered to be acceptable for a given project,it must reflect the experience of the firm seeking qualification in work of both the same nature and technical level as that of the project for which bids are to be received. --i c) The Director of the Water Department shall be the sole judge as to the acceptability for financial qualification to bid on any Fort Worth Water Department project. -.-� d) Bids received in excess of the bid Iimit shall be considered non-responsive and will be rejected as such. e) The City,in its sole discretion,may reject any bid for failure to demonstrate experience and/or expertise. f) Any proposals submitted by a non-prequalified bidder shall be returned unopened,and if inadvertently opened,shall not be considered. g) The City will attempt to notify prospective bidders whose qualifications(financial or experience) are not deemed to be appropriate to the nature and/or magnitude of the project on which bids are to be received. Failure to notify shall not be a waiver of any necessary prequalification. 2. BID SECURITY: A cashier's check, or an acceptable bidder's bond,payable to the City of Fort Worth,in an amount of not less than five(5%)percent of the largest possible total of the bid submitted must accompany the bid,and is subject to forfeiture in the event the successful bidder fails to execute the Contract Documents within ten(10) days after the contract has been awarded To be an acceptable surety on the bid bond,the surety must 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)bave 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. f 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. 3. BONDS: A performance bond,a payment bond, and a maintenance bond each for one hundred (100%)percent of the contract price will be required,Reference C 3-3.7. 4. WALE RATES: Section C3-3.13 of the General Conditions is deleted and replaced with the following: 09/10/04 1 (a) The contractor shall comply with all requirements of Chapter 2258,Texas Government Code, including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258,Texas Government Code. Such prevailing wage rates are included in these contract documents. (b) The contractor shall,for a period of three(3)years following the date of acceptance of the work, maintain records that show(i)the name and occupation of each worker employed by the contractor in the construction of the work provided for in this contract; and(ii)the actual per diem wages paid to each worker. These records shall be open at all reasonable hours for inspection by the City. (C) The contractor shall include in its subcontracts and/or shall otherwise require all of its subcontractors to comply with paragraphs(a)and(b)above. (d) With each partial payment estimate or payroll period,whichever is less,an affidavit stating that the contractor has complied with the requirements of Chapter 2258,Texas Government Code. i The contractor shall post the prevailing wage rates in a conspicuous place at the site of the project at all times. 5. AMBIGUITY: In the case of ambiguity or lack of clearness in stating prices in the Proposal,the City reserves the right to adopt the most advantageous construction thereof to the City or to reject the Proposal. s - , 6. BIDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas. 7. NONRESIDENT BIDDERS: Pursuant to Article 6018,Texas Revised Civil Statutes,the City of Fort Worth will not award this contract to a nonresident bidder unless the nonresident'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 nonresident bidder to obtain a comparable contract in the state in which the nonresident's principal place of business in located. "Nonresident bidder"means a bidder whose principal place of business is not in this state,but excludes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. This provision does not apply if this contract involves federal funds. The appropriate blanks of the Proposal must be filled out by all nonresident bidders in order for the bid to meet specifications. The failure of a nonresident contractor to do so will automatically disqualify that bidder. 8. PAYMENT: If the bid amount is$25,000.00 or less,the contract amount shall be paid within forty- five(45)calendar days after completion and acceptance by the City. { 9. AGE: In accordance with the policy("Policy")of the Executive Branch of the Federal Government, Contractor covenants that neither it nor any of its officers,members,agents employees,program participants or subcontractors,while engaged in performing this contract,shall,in connection with the employment, advancement or discharge of employees or in connection with the terms,conditions or privileges of their employment,discriminate against persons because of their age except on the bases of a bona fide occupational qualification,retirement plan or statutory requirement. t Contractor further covenants that neither it nor its officers,members,agents,employees, subcontractors,program participants,or persons acting on their behalf, shall specify,in solicitations or 09/10/04 2 1 { advertisements for employees to work on this 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 requirements. Contractor warrants it will fully comply with the policy and will defend, indemnify and hold City bamiless against any claims or allegations asserted by third parties or subcontractor against City arising out of Contractor's and/or its subcontractors'alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this agreement. 10. DISABILITY: In accordance with the provisions of the Americans With Disabilities Act of 1990 ("ADA"),Contractor warrants that it and any and all of its subcontractors will not unlawfully discriminate on the basis of disability in the provision of services to the general public,nor in the availability,terms and/or conditions of employment for applicants for employment with,or employees E of Contractor or any of its subcontractors. Contractor warrants it will fully comply with ADA's provisions and any other applicable federal,state and local laws concerning disability and will defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or subcontractors against City arising out of Contractor's and/or its subcontractors'alleged failure to comply with the above referenced laws concerning disability discrimination in the performance of this agreement. 11. MINORITY AND WOMEN BUSINESS ENTERPRISES: 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 contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary.The bidder shall submit the MBE/WBE UTILIZATION FORM, SUBCONTRACTOR/SUPPLIER UTILIZATION FORM,PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM("with Documentation")and/or the JOINT VENTURE FORM as appropriate. The Documentation must be received by the managing department no later than ' 5:00 p.m.,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 non-responsive. Upon request, Contractor agrees to provide the Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise(MBE) and/or women business enterprise (WBE) on the contract and payment thereof. Contractor further agrees to permit any audit and/or s examination of any books,records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts(other than a negligent misrepresentation)and/or 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 of facts(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 of not less than three(3)years. 12. FINAL PAYMENT,ACCEPTANCE AND WARRANTY: r i a. The contractor will receive full payment(less retainage) from the city for each pay period. b. Payment of the retainage wit]be included with the final payment after acceptance of the project as being complete. C. The project shall be deemed complete and accepted by the City as of the date the final punch list has been completed, as evidenced by a written statement signed by the contractor and the City. d. The warranty period shall begin as of the date that the final punch list has been completed. 09/10/04 3 J e. Bills Paid Affidavit and Consent of Surety shall be required prior to final payment becoming due and payable. f. In the event that the Bills Paid Affidavit and Consent of Surety have been delivered to the city and there is a dispute regarding(i)final quantities,or(ii)liquidated damages,city shall make a progress payment in the amount that city deems due and payable. g. In the event of a dispute regarding either final quantities or liquidated damages,the parties shall attempt to resolve the differences within 30 calendar days. t i 1 i --J I i } 09/10/04 4 a c 'E 1 J 1 PART B MINORITYMOMEN BUSINESS ENTERPRISE SPECIFICATIONS VENDORS COMPLIANCE TO STATE LAW PROPOSAL i F r a "ciwr Wo Prr ii Cit} of Fort Worth Minority and Women Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDER APPLICATION OF POLICY If the total dollar vatue of the cGMT act Is S2S,000 or more, the MfW8E goal is appiicabie, If the total dollar vaILie Of Ihe.coNract Is less Ihan$25.000, the N41M5E igaaI is na! applicable, POLICY STATEMENT It f!� the polfry of the Otyt of Fan Worth to ensure-the hitt and ettullable particlpatfen by+ Minorlty and Women J3uMness Enterprises (M VCE) in the procurerrtm. t of-all goods and services tb the City on a cof1tfar-41E k basis. All requiferrtertfs anal regutabans stated In the City's current Minority and Women Euslness Enterprise Ord iname apply to(hi% bid. MIWB,E PROJECT COALS The City's MIWBE final.on INE project is _9 ❑f the total hid{masa bld apialiss to Parks and Curnmuniry Sorvi4 sl. COMPLIANCE TO BID SPECIFICATION On C4 coflfu cis of$25,000 or more, biddnirs are regtked to co'mply with the intent 6f the City's IAMBE Crdinarlcu by £ikherof the following; 1. Miatet or exceed the above stated MiWBE goal, or 2. Good Faith Effort documentation, or; 3. Waiver durnumentation, or; 4. .faint Venture. SUBMITTAL OF REQUIRED DOCUMENTATION The appiicabte docurrlents rrru q ti reueivOd by the Man;�girig UPPartment, wlIhIn the Fallowing tlmes allocated, in Order for the entire bid to be considered resporwve fo thr: speciricationr,. The Offeror shall deWar the f4 WSE documeritawri rsofi to the approtpriaie um oyee of the rriariagirrg 116 di, End obtain a datao%me rec6pL Such recaapt shall he evidence that the CityIecgjeed.the dar-umenteiien in Hie time atlocaled, A faxed uaeY witl.ncA be accepted. . Subcontractor Utilization Form, if gcal is recelved by 5:40 P.m- five (6) City business days after Me bid met or exceeded; openirig dale. exclusive of the bid operiing date. 2. Good Faith Effort and Subcontractor I received by 5;00 P-m., rive (5) tally btfsiriess days after the b[d UMizatlon Fain], If p4rhopation is-less than epenwg date, exctlxslve of the hid dper}ing-date_ Staled gaol; 3. Good Faith Effort and Subcontractor ie❑eived byt 5.'00 p.m., 5ve (5) ON business days after thL- bid tfti4a#ion Forme, if no MJWDE parkipaticn; openlrkg date, exclusive of the bid apenin data, 4. Prime Contractor Waiver Form, it you will roceived by 5;00 p.m.. five (5) City buslness days after the bid _perform all stlbcontractln sLipp)leir warm: o Snin da ate, 8xrlustve of the ]alit opue ning dEi to, S. Joint Venture Form, IfljtJIize a Joint venture received by 5.,00 p.rn„ five (5) Cit}- bv$in0Fs. days air the bid to met or exc:.eect goat. n p en i nq date, exclusive of the bid opening date_ FAILURE TO COMPLY %ITN THE CITY'S MIWBE ORDINANCE. WILL RESULT fN THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATION Any qucs'Ll 0ns, please cont:act.the.Mt WBE 0ffic a Fat (817] 392-6104_ Rt!v 1.1111105 i /%TTACHMLN7 1A Page I of A FORT WOR-I'I I City of Fort Worth Subcontractors/Suppliers Utilization f=orm PRIME (COMPANY NAME. — —— Ch"k applicable knack io dostribe prime { — • , r ' — MfWOBE NON-MI +DBI= PROJECT NAME, 11,41 BID DATE !lpter-nnd Sanitary.Sower Rapiscement Can Era L 21504 VVSM-K � Ity's RINVUE Praleat Gail: Primu's F MSE larale-at Utilization- PROJECT NUMBER 001�J6 1 % -3 °la Identify glI sub ontratictors/sulppli rs you will use on this project l=aifuFe to comptele this form. Ir its entirety with Fequested documentation, and received by the Managing Deparimerrt on or before 5;00 p-m. five (5) CRy business days after bid opening, exclusive of hid opening date, will result In the bid being considered non-responsive to bid specificaIIons. The undersigned Offeror agrees to enter into a forrrlal agreement with the IVIXVBE firm(s) listed in this ulllization schedule, condilioned upon execullion of a contract with the Qty of f=ort Worth. Trie Intentional and/or knowing misrepresentation of facts is grounds for corisideratiofl of disquaiificatron and Vvitl result in the bid being-constdered non-responsive to bid specil•ications h6lWBEs listed toward meeting the project goal must be located In the mine (9) county markatptaco or currently €loin business in the marketplace at the time of bid. Marketplace Is Ihe..geographIV, arca of Tarrant, Parker, Johnsen, Callln, Dallas, Denton. Ellis, Kaufman acid Rac:kwall coup ies_ Identify each Tier level. Tier is the level of subcontracting below the prlrne contractor, i.e., a direct payment from the prime Contractor LO a SUbWntraotor Is considered 1"' tier, a payrmenI by a subcontractor to Its-suppiier is considered 2"F tier ALL MIWBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means Ihog e firms., localed or doing busisess at 91 time of bbd opening within the Marketplace, that have bier« dulerrnined to be bonnFlde minardy or women buslnesses by the Norlh Cenlral Texas Regional Cerllfirafion AUunay (NCTRCA). at the Tcx�s Dopnrlment of Transporlation (TX DOT), highway division, Disadvantaged f3nsini�ss Enterprise (D$E.) Is synonymous with MlnorilyMunleri 64isiness Enterprise (I INVBE). If hauling services are utilized, the prime will be given credil as tang as the fulOBE listed owns and operates at least one fully liceri ed aria operational truck to be used on the coritract. The NIMBE may lease trucks from another MiWBE firm, including M/VVBE owner-operators, and receive fLrll fvMIWBE credit, The MIVVBE may lease (rucks from non-MMEEs, including owner-operators, but will only receive credit for the fees and commissions earned by the Mf WBE as outlined In the leash N14 emgnl_- i ATTACHMENT 7A Page 2of4 'rimes arr required to Onnilty ALL subcaniractorslsuppilers, reyordles8 of status, W.. Minority, Woman and non-MMBEs. Please list M lBE firms nrsl,use additional sheots it necessary. Cerllficallen N UBCONTRACTORISUaPLI R Cornparky Name r4T Detail Qetatl Addres a L1 W C x h9 Sutrcontracting Work Supplies Purchased Dollar Amount TelephancdFax r $ T i W � � R CS 6 C T E A 5 - ,V, + n Tc CDACrtto Comte jAA {R-niL 42M dc-+%ct- S U x4 u�1 M '1 I.z D, S!W e f ,. 5 ek S ED a%to,,—D4 U3 \I%tom }o. r4-�k ri 9 11-141 4 r - ma to? 'OIs RVA C vq t u��r . s� � 6, i , oo el - o VIL �i ? a 0,11 I I ', C) Rr,u- 5fiiaM f A 1TAC:IMRN1 1A FORTVit)RTfl P gg3aFd PrI Pries are required to Idfinlily ALL.so Inco nIractejEslsupj)liers, Foga rdless ai stales; i.e., Minority.Wowm and fig n-UBES. Pfesse Ilst fW BE firms first,use;idditional sheets trnecess_ry. Cadliiralian N (check orte) an SUBCONTRACTORlSUPPt_IER T detail Detail Gompaiky Name i F! T Address a M w C x M Subconlracting Work SupplF$s u kras I d ollar Amount TetephanelFaFx r H E T I} VV E E R 8 c I c A I I -Rev. 5f30123 i ATTACHMENT 1A FORTWORTIA 1) Pape 4 af d Totai Dollar Amount of M1W6E Subronf ctorsf upperswo Tatal Dollar Amount of Non-NIMBE Bubcontr;actorsJ3oppllers o TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORSISUPPLIERS ! � � Thee Centractbr wlII not make additlarls, deletions, or substitutions to this certified list wlthou I the prior approval of the Minority and Women Business Enterprlst Office Manager or designee through' the submittal of a Request for Approval of CharrgelAdditron. Any unjustifiod change or deletion shall be a material breach of contmot and may result in debarment in accord with the procedures outlined in the ordinance. The contractor shall submit a detailed explanaflon of how the requested changeladdition or deletion will affect the committed) MAN goal. if the detail explanation is not submitted, it will affect the Tinal comp Ilance determination. By afiffxIr)g a signature to this form, the Offeror further agrees to provide. directly to tl-he r,Ity upon request, .complete and accurate information regarding actual work performed by all subcontractors, including MANOBE(s) arrangements skibmltta-d with the bid. The Offeror also agrees to allow an audit and/or examination of any frocks, records and files held by ]heir company- The bidder agrees to allow the transmission of Interviews with owners, principals, officers, employees and applicable subcontractorslsuppliersfconiracturs participating on the contract that will Substantiate the actual work perl'orrrmed by the WIDBE(s) on this contract, by ars authorized officer or ernple ee of the City. Any Intentional anther 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 for initiating action under Federat, 'Btaate or Local laws concerning false statements. Any failure to comply with this ordinance and create a material breach of contract may result in a determination of an irresponsible Offeror and barred from paArticipatfng in City w rk f r a period of time not less than one (1) year. ill arkVid SIgNAI UVe PrWed Signature ,• 7 1 d { J rtllle Contac# NamefTflIe(it difierenil ei 3 Vq 6-1 V V L f Company Name Te4ephanc anther Fax t. e Ot t, tl i j-' — Addrosr. r{yJ E-mall Address 1... �fel� �1� r ,w r c�-� �• -�- ,� � ' citylstale)$ip Dale Rc+r_03W03 G VENDOR COMPLIANCE TO STATE LAW The 1985 Session of the Texas Legislature passed House Bill 620 relative to the award of contracts to non-resident bidders. This law provides that, in order to be awarded a contract as low bidder, non-resident bidders(our-of-state contractors whose corporate office or principal place of business are outside of the state of Texas)bid protects for construction, improvements, supplies or services in Texas at an amount lower than lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a non-resident bidder in order to obtain a comparable contract in the state in which the non-resident's principal place of business is located. The appropriate blanks in Section A must be filled out by all out-of-state or non-resident bidders in order for your bid to meet specifications. The failure of out-of-state or non-resident i contractors to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Non-resident vendors in (give state), 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 vendors in (give state), our principal place of business, are not required to underbid resident bidders. G B. J Our principal place of business or corporate offices are in the State of Texas. BIDDER : Compan (Please Print) 10 Le-,Q Signature: Address W 9_ 9 Qr c- r4 Title : Pine � 1F 6( r Y\- City lCity State Zip (please print) THIS FORM MUST BE RETURNED WITH YOUR QUOTATION f E VC-1 PROPOSAL TO: MR. CHARLES BOSWELL City Manager er Fort Worth Texas k Fort Worth, Texas , 2006 FOR: WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2004 WSM-K 1. CALMONT AVE. (HULEN TO ELDRIDGE) 2. DAKAR RD. (FIRTH TO N. CUL-DE-SAC) 3. FIRTH RD. (RIDGMAR TO DAKAR) f 4. GEDDES AVE. (KENLEY TO ALAMO) 5. GEDDES AVE. (MERRICK TO ELDRIDGE) 6. GOODMAN AVE. (PREVOST TO FARON) i 7.. HARLEY AVE. (CRESTLINE TO WESTERN) 8. WASHBURN AVE. (CRESTLINE TO E. DEAD END) 9. HULEN ST. (CAMP BOWIE BLVD. TO CRESTLINE) t 10. WOODS AVE. (COLD SPRINGS TO LOCUST) WATER PROJECT NO. P253-604170019683 SEWER PROJECT NO. P258-704170019683 t CITY PROJECT NO. 00196 D.O.E. No. 4870 i Pursuant to the foregoing"Notice to Bidders,"the undersigned has thoroughly examined the plans, specifications and the site, understand the amount of work to be done, and hereby proposes to do all the work and furnish all labor,equipment,and materials necessary to fully complete all the work as provided in the plans and specifications, and subject to the inspection and approval of the Director, Department of Engineering of the City of Fort Worth. The Contractor must be pre-qualified in accordance with the Water Department of the City of Fort Worth requirements. Upon acceptance of this Proposal by the City Council, the bidder is bond to execute a contract and furnish Performance, Maintenance Bond for the water replacement contract only,and Payment Bond approved by the City of Fort Worth for performing and completing said work within the time stated for the following sums, to wit: Total quantities given in the bid proposal may not reflect actual quantities, but represent the best accuracy r based on a reasonable effort of investigation; however, they are given for the purpose of bidding on and ? awarding the contract. (Furnish and install, including all appurtenant work,complete in place,the following items.) (D-No. refers to related items in the Part D Special Conditions.) PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID SECTION A-WATER IMPROVEMENTS: 1. 1 L.S. Furnish and Lay 2-inch Pipe and fittings for Temporary Service Connection for Entire Project; Per Lump Sum r`XLW Tj u &a-�_ Dollars & 11 0 o Cents $ 40)060 . $ D boo� 4"PVC Water Line (Includes Removal or 2. 50 L.F. Abandoning of Existing Water Pipe); per Linear Foot 0 Dollars & O Cents $ $ r B-1 f PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID 3. 450 L.F. 6" PVC Water Line (includes Removal or Abandoning of Existing Water Pipe); per Linear Foot e'<w�ftA -- Se a&Y\, Dollars & Nfl Cents $ 4. 13,550 L.F. 8" PVC Water Line (Includes Removal or Abandoning of Existing Water Pipe); per Linear Foot Dollars & �� p0 lla Cents $ ®• $ q04 SDD . 5. 1,380 L.F. 10" PVC Water Line (Includes Removal or Abandoning of Existing Water Pipe); per Linear Foot Dollars & pv n� - C3 Cents � $ Cf'� t176 6. 70 L.F.. 12-inch PVC Water Line (Includes Removal or Abandoning of Existing Water Pipe); per Linear Foot Se.y C_V�_ Dollars & 00 $ r V o Cents 7— 9 ch) o� 7. 22 EA. 6-inch Gate Valve with Cast Iron Box & Lid; per Each S'k&rA te4 W' ne����Do1lars & Al D Cents r 8. 34 EA. 8-inch Gate Valve with Cast Iron Box & Lid; per Each f-ro0 C4 6klj �q K j rrj [Vint - Dollars & on 0 Cents I $ 8 $ 30 t B-2 -i t PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID 9. 2 EA. 12-Inch Gate Valve with cast iron Box& Lid ; per Each ,` e C� yJ A Dollars & Cents $ S 1 $ 3 D 30 10. 3 EA. 10-Inch Gate Valve with cast iron Box& Lid ; per Each r ' �� 80 ry Cents $ $ 9 ` a 11. 19 EA. Standard Fire Hydrant over 3'6" Bury; per Each � ` Lk-A4-YeA 60(fL'6ollars& i n Cents a� 00 $ �4 RsS. 12. 15 V.F. Barrel Extension for Fire Hydrant over 3'6" Bury; per Vertical Foot Dollars & �}n Cents on 13. 15 EA. Remove and Salvage Existing Fire s Hydrant; per Each fluii4ted Dollars & N -3 Cents 14. 8 Tons Cast Iron Fittings; 12"or smaller; per Ton F y Four 1A1kA&7 ed Dollars & , J ? l� Cents Qo'° i l B-3 r PAY APPROY.IVATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID 15. 322 EA. 1-inch Water Service Tap to main; per Each Q d I��T ��Doli& 11l® Cents $ �5�1• $s� ss�, } 16. 2 EA. 1-inch (ASSESSMENT)Water Service tap to Main; per Each t 0 n e Pg rid rpt ' Do lars & NCents oa ad 17. 45 EA. Install 3/" Bullhead Service Connections; _.. per Each + a n-P rO�AAjd fed P r) Dollars& Cents $ $ 5D 18. 1 EA. Install 3/" Bullhead (ASSESSMENT) Service connection; per Each D n f H cl n a o t ) Dollars & f N o 010Cents $ //0 � $ jib 19. 1 EA. 2-inch water service Tap to Main; per Each �1 (k,- LLn d red Dollars & Cents $ 401, $ _o 20. 6,534 L.F. install 1-inch Copper Service from main to Meter; per Linear Foot - 1'W _J f r Dollars & � p ` AA Cents $ 2 3 • $ JSD 12 - I 21. 20 L.F. Install 2-inch Copper Service from Main to Meter; per Linear Foot ' � ✓e r J Dollars & "`� �/ � Cents $ $ q �o B-4 j PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID 22. 16 EA. Relocate Single Water Service, including ! %" copper Service Line on Private Side of Meter and Reconnect to existing service; per Each Dollars & /V'0 Cents $ �S� ' $ q00 v� 23. 7 EA. Relocate Bullhead Water Service, including 3/" copper Service Line on f Private Side of Meter and Reconnect to existing service; per Each e dy 11t �P-Vien Dollars & /lo Cents $ �� $ i D-S -Jl ! 24. 252 EA. Class "A" Plastic Meter Box Complete in Place including Meter; per Each D ed Dollars & Cents $ � � .il $ 5 25. 2 EA. ASSESSMENT Cass "A" Plastic Meter Box Complete in Place (NO METER); per Each �n e t'I�� (Pd ��' Dollars & �- Cents $ o� $ �� s 26. 45 EA. Class"C" Plastic Dual Meter Box Complete in Place, including Meter; per Each �tic ��� Dollars & O Do , 0 Cents $ $5 740 '- 27. 2 EA. ASSESSMENT Class "C" Plastic Meter t Box Complete in Place, (NO METER); ` per Each i�A-P Dollars & Ivy Cents $ 010 t B-5 i PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT ITEM QUANTITY PRICES WRITTEN ICE WORDS PRICE BID 28. 19 EA. Class "A"CONCRETE Meter Box i Complete in Place, including Meter; per Each 51� Un Ole HLknj r i ref— Dollars & 1 sr], 09 111 Cents $ $ 29. 1 EA. Class"B" Plastic meter Box complete in place including Meter; per Each oyv�- Hl- vV y4 +x Dollars& j o N Cents i 30. 1,000 S.F. Saw Cut and Replace 6"architectural (EXPOSED AGGREGATE) Concrete as = required for utility service replacement; per Square Foot h d a ri1 Dollars & IV° Cents $ $ D o o i 31. 17,600 L.F. Temporary Asphalt Pavement Repair, ' per Fig. 2000-1 C; per Linear Foot ! Y ' h Dollars & �o o Cents $ $ 5 400 32. 1,440 L.F. Permanent Asphalt Pavement Repair, per Fig. 2000-1A; per Linear Foot F h•t - E � q Dollars & LID Cents $ 3s $ SD L100 33. 430 L.F. Permanent Concrete Pavement Repair, per Fig. 2000-2; per Linear Foot �4+4 Dollars & o c� NO Cents $ 50 . SOQ ? 34. 200 S.Y. Sodding; per Square Yard V Y\, Dollars & U0 00 Cents $ + $ 400 B-6 6 PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID s 35. 400 L.F. Trench Safety Protection; Per Linear Foot Dollars & F C O L V !1�o Cents $ s 36. 980 L.F. Replace Existing Reinforced Concrete k Curb and Gutter; per Linear Foot W e i' 1'i,fDollars ��, Ll & IVO Cents $ ).'2 — $ tl ' 37. 50 S.Y. Replace Existing reinforced 7"thick Concrete Valley; per Square Yard – F i r7 P Dollars & ao Cents $ S� 38. 870 S.F. Replace Existing 6" Concrete Drive way; per Square Foot I �e Dollars & NO Cents $ gfW ' 39. 220 S.F. Replace existing concrete sidewalk; per Square Foot i P Dollars & ' ao Cents $ $ �( 40. 800 C.Y. Type"B" Backfill; per Cubic Yard l Fifteen Dollars& No Cents $15.00 $12,000.00 i 41. 10 C.Y. Type "B"(2500# PSI) Concrete for Miscellaneous Placement; per Cubic Yard c� 0IV Dollars & Cents $ r p $ 0 B-7 {1 PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID 42. 10 C.Y. Type "E" (1500# PSI) Concrete for Miscellaneous Placement; per Cubic Yard OyJ +` Dollars & l�O Cents $ v $ Jy i 43. 10 C.Y. Ballast Stone; per Cubic Yard UN$ Dollars & o Cents i ' 44. 10 C.Y. Crushed Lime Stone for Miscellaneous Placement; per Cubic Yard � y Dollars & Cents ID • r` r 45. 1 L.S. Storm Water Pollution Prevention control; per Lump Sum �P +��vi r ✓? ��n� ollars& Cents $ 5 00 $ ,DO. 46. 400 L.F. Extra Depth for Water Main; per Linear Foot �Cy-d Dollars & ao { fl Cents 47. 60 L.F. 6" SDR-26 PVC Sewer Pipe Complete in I Place: per Linear Foot j } 41,'q Dollars & r /)/,0 Cents $ 5q $ i 48. 40 L.F. 8" SDR-26 PVC Sewer Pipe Complete in ' Place; per Linear Foot 4 Dollars & d� Cents $ Ju o 0-- $ UCS TOTAL SECTION A-WATER IMPROVEMENTS: �. D.O.E. 4870 (Transfer Total to Page B 16) $ ) I B-8 k t s c FIST OF CAST IRON FITTINGS kk AS REQUIRED BY E2-7.11A TO BE SUBMITTED WITH BID I Total Weight No. of Fittings Size of Fitting Type of Fitting Weight Each Fittings (lbs) (lbs) 1 12"x8" Cross �]S51s- 4 10" x 8" Cross 2Q 14.�d 1 8"x 8" Cross S 3 S 335 5 8" x 8" Tee Q /SOD 1, 2 6"x 6" Anchor Tee 16 8"x 6" Anchor Teed ' s' 6 8" 450 Bend /4? D 1 6" 450 Bend 18 8"x 6" Reducer 3 8" x 4" Reducer _- 2 6" Plug 6—D 2 12" Sleeve 45,0 4 10" Sleeve r1s, d i 8 8" Sleeve 1 14 6" Sleeve 3 1 4" Sleeve 1 8" 221/20 Bend p �+ 1 6" 900 Bend 1 6"x 6" Tee 'Z 3 r7 3 2 2" 450 Bend 2 1 8" Cleaning Wye -20 0 { 1 8" Plug S Q I JL1,5j g - Contractor shall fill in blanks for"Weight per Fitting"and "Total Weight"as a part of his bid (weight will be based on M.J. fittings.) i 3 p� E B-9 PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID SECTION B -SANITARY SEWER IMPROVEMENTS 1. 3,730 L.F. *8-inch PVC Pipe for Sanitary Sewer Line by Open Cut, All Depths; per Linear Foot Dollars & � aty I/2 Cents $ '7. �✓ $ NO '710 - 2. 207 L.F. 8-inch SDR-26 for Sanitary Sewer Line with 1 Cement Stabilized backfill by Open Cut, All Depths; per Linear Foot ' V -en±4 —.,ry y`Yl,e Dollars & 00 l�fl Cents $ 2T � $ to 0O 3. 230 L.F. 8-inch DIP (Class 51)for Sanitary Sewer ! Line by Open Cut all Depths; per Linear Foot 1—y Dollars & 010 Cents $ $ ) D a 4. 55 L.F. *6-inch PVC Pipe for Sanitary Sewer Line by i Open Cut, all Depths; per Linear Foot — - w e r(V, Dollars & �C Cents $ S ,0 $ 1 -3 '? pC3 5. 1,530 L.F. 4-Inch SDR 26 PVC Sanitary Sewer Service line by O en Cut, All Depths; per Linear Foot int 0 N o Dollars & !y Z] Cents $ $ 3 2 3 6. 885 L.F. *4-inch PVC Sanitary Sewer Service Line by Open Cut, All depths; per Linear Foot e-1-: f Dollars & Cents $ �2(J ✓ $ Q C� f "Contractor shall complete City Approved Product Form on Page B-17 B-10 Vr 'SV'S$tr ;C° S E PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID 7. 70 EA. 4-inch PVC Sanitary Sewer Service Tap; per Each w G 17undeed Dollars & U� �O Cents $ .260 ,0-0 $ 14, 0DO , 8. 70 EA. Install Two-Way Sanitary Sewer Cleanout at property line; per Each �rDbllars & /'IAO Cents $ /2 ,�� $ ,75_6 © 9. 20 EA. Standard 4' Diameter Manhole, depth (0'-6') per Each d ve' � "P'� -Sever Dollars & I No Cents $ qr7 T $ 3% 5-�JILAI `D 10. 4 EA. 4' Diameter Drop Manhole, depth (0'-6') per Each Ina yPj �o Dollars & cro �b O _Cents $ $ 11. 2 EA. Connect to existing SS Manhole; per Each l i�, �t w•2c_ fe _Dollars & I s'a Cents $ 0c), $ C}0 12. 14 V.F. Extra Depth for Standard 4' Diameter Manhole (exceeding 6'); per Vertical Foot I Ne 14Lt,v�A eA (–�e Dollars & d[3 60 Cents $ lo:3 ri Q 13. 8 V.F. Extra Depth for Drop SS Manhole (exceeding 6'); per Vertical Foot 3 DY1-t �u�C�yec��i�32yv Dollars & 1 --N pb nI D — IV Cents $ 1 d $ 7 CQ d I w i B-11 PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID 14. 15 EA. Remove Existing Manhole; per Each _-roQY_ 14 Lt*,-d (Y-d Dollars & !/4 Cents $ 1606 15. 6,620 L.F. Trench Safety System; per Linear Foot 1' Dollars & NO O Cents $ 11 $ C W . 16. 24 EA. Water Tight manhole inserts; per Each Dollars & _-- Nc) Cents $ IDO o� $ '92 l 17. 24 EA. Install Concrete Collar for Manholes; per Each Dollars & ly Cents $ J $ t� aid 18. 24 EA. Vacuum Test for Sewer Manhole; per Each pn•e kq-'\d-r'4 Dollars & [Vo Cents $ P-0 $ d 19. 4,540 L.F. Temporary Asphalt Pavement Repair, per { Figure 2000-1 C; per Linear Foot R �P Dollars& IV Cents $ $ i 20. 222 L.F. Permanent Asphalt Pavement Repair, per i Figure 2000-1 A; per LinearFoot ro r r P Dollars & fl } ►�� Cents $ 3 $ ALP, 21, 225 L.F. Permanent Concrete Pavement Repair, per figure 20{{002; per Linear Foot +��7 4)0 Dollars �1 b & 0 Centsa 52• $ — $ B-12 z F PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID 22. 10 S.Y. Replace Existing/concrete Valley gutter; per Square Yard Dollars & Cents $ 7 $ r 70D - 23. 58 V.F. Interior protective coating for manhole; per Vertical Foot i.� tt e e 5'x Dollars & z � ! I� D y a Cents $ 2 S'� s Is m o 24. 4,220 L.F. Past Construction Cleaning and T.V. Inspection; per Linear Foot Dollars & ad 1G� Cents $ ° $ 1 D !E; -� 25. 690 L.F. Pre-Construction TV Inspection; per Linear Foot Dollars & !V � f Cents $ 41 1 26. 560 L.F. Cut, Grout, Plug &Abandon Existing 6" SS; per Linear Foot i hJ Dollars & t Q Cents $ 0 ,as 27. 130 L.F. Cut, Grout Plug &Abandon Existing 8" SS; per Linear Foot 3 e to Dollars & OAD NO Cents $ $ j 111 28. 25 C.Y. Crushed Limestone for miscellaneous placement;per Cubic Yard !Ji'6, jt +-e-rd Dollars & 1 l�b Cents $ $ S D 8-13 I a PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID 2 29. 20 L.F. Concrete encasement; per Linear Foot Dollars & y tz Cents i 30. 10 C.Y. Type B 2500# PSI Concrete for miscellaneous placement; per Cubic Yard i hI P Dollars & $ n1 Cents 1 ' 31. 10 C.Y. Type E 1500# PSI Concrete for miscellaneous placement; per Cubic Yard (� Dollars & Cents $ 32. 800 C.Y. Type B Backfill; per Cubic Yard Fifteen Dollars & No Cents $15.00 $12,000.00 33. 4 EA. Exploratory Excavation (D-Hole); per Each �x n d Ye Dollars & y f0 o Cents 00 b $ ADD $ DOD 34. 200 S.Y. Sodding; per Square Yard i Dollars & Cents G 35. 400 L.F. Replace Existing Concrete Curb and Gutter; per Linear Foot d"I Dollars & oa N� Cents $ 3 D • �fv $ 12 ADD B-14 k F PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID t 36. 200 L.F. Permanent Asphalt Parking Lot Repair I Complete in Place including striping; per LinearFoot r� - �(�� ® Dollars & O 1� o ^1 ®v 0 Cents $ 7 $ 0 D 0 4 37. 582 S.F. Replace 4" Concrete Walk; per Square Foot (l Dollars & I�a Cents $� f 38. 300 S.F. Replace Existing Concrete Driveway; per -- Square Foot. r1 Dollars & 1PQ t �a Cents $ L' $ 00 0 , s 39. 1 L.S. Storm Water Pollution Prevention controls; per Linear Foot s 4 d-Y'4 Dollars & 13 Cents $ D, $ ®�, 40. 1 L.S. Repair Existing 42" Storm Drain Arch Pipe; per Lump Sum jj Fi e . f tk U d Y'e d Dollars & Cents $ E 41. 1 L.S. Repair Existing 36" Storm Drain; per Lump Sum r E �i t�e-e V1 U Y-e Dollars & !� v D Cents $ f 42. 1 L.S. Repair Existing 30" Storm Drain; per Lump Sum ma�!! rr f r►�S PP n 1 Qgd jl Dollars & vQ oa Cents $ 1��0 CO - $ 1, SOL). 4 F B-15 t PAY APPROXIMATE DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID 43. 1 L.S. Repair Existing 24" Storm Drain; per Lump Sum ri-fle eit Dollars & i jo L� Cents $ /�510 $ 1)5-do , p6 TOTAL SECTION B m SANITARY SEINER IMPROVEMENTS $ TOTAL SECTION A o !NATER IMPROVEMENTS $ 1, F TOTAL AMOUNT OF BID $ �� Ie�e � 155, r. t i l B-16 E i CITY APPROVED PRODUCT CONTRACTOR SHALL SELECT TYPE OF PIPE TO BE USED STANDARD SPEC. NO. SIZE i El-31 4"thru 30" i E 1-25 4" thru 15" El-27 4" thru 15" E1-28 18" thru 27" E100-2 18"thru 48" Consult the "City of Fort Worth, Texas, Texas Standard Product List"to obtain the Generic/Trade Name and { the Manufacturer for the pipes listed above. f Failure to provide the information required above may result in rejection of bid as non-responsive. Only products listed above will be allowed for use in this project. Any substitution shall result in rejection of bid as non- responsive. t s k i 1 i , 1 B-17 i PART_A- PROPOSAL (Cont A Within ten (10)days after notification by the City, 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. i 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 understand all the requirements and conditions of those General Documents and the specific Contract Documents and appurtenant plans. The undersigned assured 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 s No. 7400. The Bidder agrees to begin construction within 10 calendar days after issue of the work order, and to complete the contract within 2ZWcalendar days after beginning construction as set forth in the written work order to be furnished by the Owner. oO (Complete A or B below, as applicable:) A. The principal place of business of our company is in the State of 9 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. j 9 Nonresident bidders in the State of , our principal place of business, are nor required to underbid resident bidders. 9 The principal place of business of our company or our parent company or majority owner is in the State of Texas. Receipt is acknowledged of the following addenda: Addendum No. 1 5, } (SEAL) If Bidder is Corporation Addendum No. 2 :6, H Addendum No. 3 -6. 1 _ Respec Ily bmitted, B Z= i Title: 6lAe,rmu [ 2 -ResW eAl- 1 1 Address : 3 ? 0 k.-e-e- P B-18 i j PART GENERAL CONDITIONS l t i PART C — GENERAL COND[TIONS TABLE OF CONTENTS NOVEMBER 1. M7 TABLE OF CONTENTS -1 DEFNNITIO[ CI-1.1 DEFrNLITIONSOFTERM .............................................................CI-I (1) 1 -I,2 C0NTE CT DOC U.NIE?vT ....,r.......................... ............_cl-I ( [I SCI -L' NOTICE TO BIDDERS ............___..........................................•-..,GI-1 X21 CI-1-4 PROPOSAL..........____.................. i 'Cl -I .;; BIDDER................... ---•-----..-........................................_-._...............C[-1 (2) cl-Lb GENERAL CONDITIO'NS ..................................... ..,...,.,....CI-1 (2) -] S P ECIA L COND IT IONS................,.................... ............................Cl -I X21 C! -1,5 SPECIFICATIONS................. ................... - C!-11A BONDS................................ • .................r......................_�1-i �_] C'1-1.11) CONTRACT ................. ................................................ CIL 11 PLANS t C, CIT ' Cl -i I '1 ........................................... ..... C" ` - CITE` MANN ER 3 I - .4 } r CITE- ATTOR E= ....................... �. DIRECTOR CSF Pl.'BL1C WDR�S ....................... ..............CI-€ {�� Ci I DIRECTOR. C IT WATER DEPA RTNIENT.................... ia1 C-_: ,) ECI UR........................... --- . . ... . .. - ----•- C:-1 t41 -: =0 CO 'TR.ACTO.R ............. ......... . . ........ . { .,. ... ._...._.,,_......,....C1-1 14-1 C ..=: St:RETIES .................. ....................................r•----••------•--------.,.,..C:-I 141 t4, == TIDE %VORK �R P M C . . ............... ....... , .......,...... ,,....00) C i WORKING DA ...................... C 1-I '14$ C; - 1 .4_1 CALENDAR DAYS..................................-------- --------..................... C�-i C'-I .2 5 LECAL HO LIDAVS C' C. -l .wti ABBREVIATIONS ... ...................... . ............... - -+ ..................0115'1 CI-i..:_ CHANGE ORDER ...................CI-1 151 C` PAVED STRE ETS AND ALLEN'S .............C1-€ lb') '� L PAVED STREETS OR ALLEYS... --------------- - - C, J C1 -1 -;t1 CITY STREET.........................................._..---..,.............................,CI -I ltsi 1 C1 -1 -- l RDAI?WA. ......................... . ........ . . .. ........................................ .CI-1 M �i CI -I-' R--% 'EL STREF-T..................:..._.. . . CZ-, INTEIZPRL-TATIO ON .SND- P R.EPR.-\TION OF PROPOSAL C2-'--1 1 N TERPR ETATION OF QUA TME5"...............•-------..--..............C� C-1-'_� E 1�II 1. TI . OF CONTRACT DOCUMENTS AND-SITE OF ----,...........................--------r.........r...................--C -' 1= t_2L'4 S U13L*vIITTING 0 F P R 0 POSAL C1-2.5 REJECTIO I OF PROPOSAL................................_........................... 2_2 {311 C21-2-6 BID SECUR17- ..........• .. .. ................. . ............. . ...... . . ........0-2-2 (3) C2-2.7 -DELIVEIRY OF PROPOSAL..................._..........................,...........C2-? (. I C'2-2.3 WMlDR.-kWI C PROPOSAL ------------------- •---•-•----------___-------C2,? (31 C2-2-9 TELEGRAPHIC MODIFICATIONS OF PROPOSALS................C3-? (31 C?-2.10 PliBLIC 0 P ENriq.O OF PR0POSAI..............................................C?_? (31 C'-x.11 IRREGULAR PROPOSALS.—_....., ............. .C'-? (41 C2-2,1-2 D€ UALIFICATIO -OF BIDDERS............................._..............C?-3 (41 C3-% AWARD AND EXECUTION OF DOCUNIE TS C-,-�-I CONSIDERATION of PROPOSALS ..............I...... .......... MFINOR17Y BUSINESS E TEFRPRLSE:WO.'.oTA 4-O%b` ED B1_'SI-ESS ENTERPPUS E COMP L IACE..................._,.................................. C,-Y-� E11L:lLE SPLOY IENTPRO ISIO�iS............................ . .....C�-ail C=-3-4 WITHDRAWAL OF PROP OSALS........................................C-'-- .; WARD OF CONTRACT. , r�1 C� RETURN OF PROPOSAL SECURITIES .................... - -----------C-=-3 I'_') C.--., BOIN DS............................... .................... ............... ... . ....,..,C: i' C3--;S EXECL TION, OFCONT R.ACT........ .............................................C3-313) C-`'-%) FAILL:RE TO EXECUTE CONTRACT.-----•--------..........................C---3 I.:? C'-' Irl BECENN Q ORFS ........... . .............. ....:....................................0=-3 { #� C,-_-] ' I SLRANCE-- ,-.,,...._..........................................................., .... . .0=4, (4� I _ CO TIL-kCTOR' 08L!C;ATT0NS ............................. . ..............0 -- i61 WEEKLY PAYROLLS ------• --------- - -------------- ---------------------- C. --------------------- C-v-I= CO T ACTOR'S CONTRACT A DNI I ESTRATIO -----------------C3 (6) C-,-_ I. V EM:1r....................... ..................................I.......... ......................C2 1'1 C-4--= SCOPE OF WORK CINTENT OF CO TRALT DOC UNIENTS----------__................. ......t�s� C� -_' SPl`CE L PI O 'I [O S,......,...... --------------- Crt--4 1 ...... I N CREASED OR DECREAS ED QL:ANT1TIES C4-4112 ALTER-.XTION OF OC T ACT' DOCUMENTS...-......,....,...,,..,C4-s Y) C.1--ij EXTRA WORK...-.....'......-1-1..... ................c4__L Cl-1.0 SCHEDL:LE 01- 0PER-%TI0: i..... _.........................................,......C4-4 S�? C=-* CONTROL OF WO R K.AN D MATERIAL UTHC R17Y OF ENGINEER ---------- C5 CON FORM rrY NV iTH PLANS I..........,.,........--------- ------------------,C4-; a 1 � C5-'-r CO R D€NATI 0N 01= CONI TRACT DOC L;4IENTS.,................. .C5-5 { 1 1 C5--;.4 C00PERATIO OF C0 NTRACTOR...........................................0 S_512) EMERGENCY A DiOR RECTIFICAM WOR ....................C--- s-'1 C5_5.6 FIELD OFFLCE ------.......................... .....,..................C5-S (3) CONSTRUCTIONS STAKErz�-tet;1 C5-5,1 _-1 U 'HQRIT .- ND DL.TIES OF CIT`r' INSPECTOR..... ......_... ,C-5-5 f3) CS-5, INSPECTION .........................................................-..........--..--.....-,C-4-� {4) CS- - 10 RE1,IC)VAL OF ED EFCT€VE ANiD L-NAL;`FHOR[ZED WORK C-4-5 4f C5-5.11 SUBSTITUTE MATERIALS OR. EQUIPMENT...........................C5-5 (41 C5-5.12 SAMPLES AND TESTS OF MATER IALS...............__............,.C5-5 (5) C5-5.13 STORAGE OF MATERIALS ........................................................C5-5 (51 C5-5.14 EXISTfNG STRUCTURES AND UTILITLES....................:.......... 5-5 {51 S-5.15 rNTER.R_ M ION OF SERVICE...--,--..................... T 05-5.16 MTJTUAL RES PON StBILITY OF It ONTTORS.... . . ........C5-5 (71. C-5-5.17 CLEAN-U?.................................................,....................-,............. - (71 5-5.1 8 FINAL WSPECTION ................................_...............-. ,.....-...05,5 (81 6-6 LEGAL RELATIONSAND PUB LICRE PONSIBILTTY C6-6.i LAWS TO BE OBSERVED............................................................Cb-6 (1) C6-6.3 PATENTED DEVICES, MATERIALS, AND PROCESSES .......-C6-6 W C6-6A SANfTAR PR0VIS10NS.................................a...................___C6_6 (11 C6-6.5 PUBLIC 5 AfET`;f AND CONV ENIENCE:. ........ •---,...C6-6 (21 06-6,6 PRIVILEGES OF CONTRACTOR fN STRFETS, ALLEYS ANL D RIGHT-OF-WAY-...-..._....................-_,.--.............................---,,,.....C6-6 (31 C5-6.7 RAILWAY CROSS.INNS.................r___.............. ... ..C6-6 (31 C6-6.8 BARRICADES, ��l ARNINGS AN WATCH M EN -------...............C6-6 (31 C6-&9 USE OF EXPLOSLVES, DROP WEIGHT. ETC,........................_..C(-6 (41 C6-6, 10 WORiK WITHIN EAS EMENL TS ............-------------............................C6-6 (51 C6-6.IE [IN DEPEND ENT C0NTRACTO ................----------- 6-6 (61 C6-6.12 CONTRACTO R'S RES PC)N S LB I L UYFOE_ DAMAGE CLAIIMS ..........- ................................. .... ............................_........................ ...,.......,.C6-6 (61 ,c6--6.13 C0NTRACTO R'S CLAIM FOR.DAM AGES ............. .................C6-6 (81 C6-6.14 -kDJUSTMENT DR RELOCATION OE= ?UBLIC L71LITIES-. ETC. -..._,. .........................................• C& (81 C6-5, 15 TEM?ORAR Y SEWER AND DRArN C ONNECTIONS..............C6-6 (81 C6-6.16 ARRANGEMENT AND CHARGES FOR WATER FURNISHED BY THECCTY ................................................................... .C6-6 (Sj 6-6.17 USE OF A SECTION OR PORTION OF THE V,WOR. ........... .. ,C6- (9] 6-5.15 CO NTRACTORS S RES PONS IDILI lY FOR THE WORK.....,__---C6-6 (91 C6-6.19 ISO WAIVER OE= LEGAL [RIGHTS ...............................................C6- (91 6-6.20 PERSONAL LI BII..= OF PUBLIC OFFFCI -LS ...... .. .... .....CS-6 (9] C6-6.21 STATE SALES TAX......4.............................. ........................ C6-b.�I O] C7-7 PROSECUT JON AND PROGRESS C7-7-I UBLE= G...................._. 07,7.3 PROSECUTION OF THE WOERI ..................................................C7-7 (11 C7-7.4 LIMTI-ATEON OF OPERATIONS................... .........,C7-7 {?l C7-7.5 CHARACTER OF WO R-KMEN AND EQ UIFMENT...................C7-7(2) C7-7.6 WOFLK SCHEDULE .......................................................................C7-7 (31 C7-7.7 TIME OF COMMENCEMENT AND COMPLETION..................L-7-7 (3) C7-7.8 EXTENSION OF TIME COMPLETION ................. .........-------.....C7-7 (31 iC7-7-9 DELAY .......................................................................................... 7-7 (41 C7-7. 10 TIME OF COMPLETION................ ........,......-..........C7-7 (4) C-7.11 S U SP EN S[ON BY COURT 0RDER,............................_..--.-.,........C7-7 {5l C7-7.12 TEMPORARY SUSPENSION........................................................C7-7 (51 C7-7.13 TERMINATION OF CONTRACT DUE TO NATIONAL EMERGENCY ......................... . ............................................................... . . ....077 ( 1 C7-7.14 SUSPENSION Ott ABANL DON MENT 0 F THE WORY,k D._................ ANNULMENT OF THE CONTRACT...........................................C7-7 (61. C7-7.15 FULFILLMENT OF CONTRACT.................................................. 7-7 (S-1 C7-7.16 T M ATION FOR CONVEN IEN CF OF THE OWN-ER.--------C7-7 (81 C7-7,17 SAFETY METHODS AND PRA TICESC7-7 (I1 CS-S MEASUREMENT AND PAYMENT CS-8.1 MEASUIRE.MEN7 OF QUANTMES ...._................. ...CS-8 (1) C8-8,2 UNTO PRICES ........................................... ...._.,.._....................C8-8 (11 8-5.3 LUMP SIJM........................_,..._......., ..............................................CS-8 01 CS-8.4 SCOPE OF PAYMENT--.............. ..........................................CS-8 (1 1 C3-8,5 PARTLAL ETTM ATE AND RETArNAGE.....—.............................CS-8 ( 1 CS-8-6 WrMHOLDFNG ?AYMENT'....................., .....................,........-- cs-$ (31 CS-9.7 FINAI- ACCEPTNCE-.............................................................---C3-8 (31 C8-3.8 FINAL PAYMENT ..................................... ............C8-801 cs-&9 ADEQUACY OF DESIGN.—....... _..........................C3-8 (41 C8-3.1 O G EN EFLA L GUARANTY ....................... .........CB-8 (4) ............................... S-&1 I SiJBS LDIARY woRx.................. .......C3-s (41 08-8.I? MI S CELLANEOU S PLACEMENT OF MATERIAL .................-CS-8 4 08-8.13 F-ECOF-D DOCUMENTS ...........................a....,......... (51 PART C —GENERAL CONDITIONS CI-1 D E>=INMONS SECTION CI-1 DEFrNITIONS 'C I-l_1 DEFIN.M- ONS OF TERM Whenever in these Contract Documents the fol lowing terms or pronouns is place of them are used, the intent and meaning shall be understood quid interpreted as follows; C 1-12 CONTRACT DOCUMENTS. Time COntmct Documents are in all of the written and drawn documents, such a's specifications, bonds, addenda, plans, erc_, which gavem the terms and pe-Formsnce of rhe contract. These are contained on the General Contract Documimts and the Special Contract Documents. a- GENERAL CONTRACk DOCUMENTS: the General Cont7act Docs rn"ts govern all Waw Depar merit ProlecrS and Include time Fallowing Itenms: PART A — NOTICE TO BIDDERS (Sample) While FART B— PROPOSAL ( ample) White P-kRT C—GEN ER-AL CONDITIONS (CITY] Canary Yellaw (Developer) Drown PART D.— SPECCAL CONDITIONS Green PART E — SPECIFICATIONS E I-White E?-Golrien Rod E?A-Wbate PERM= EASEMENTS slue PARI` F — BOND (Sample) White PART G —CONTRACT (Sample) White b_ SPECIAL CCNTR-ACT DOCUMENTS. The Special Contract Docurnenrs are prcpared for each specific project as a supplement to the General Contract Documents and include the following i(Ens: PART A—NOTICE TO BIDDERS (Advertisement) sarne as above PART B — PROPOSAL (Bid) PART C —GENERAL CONDMONS PART D—S PEC1,A L CGNDMO NS PART E—SPEC IF TC AT IONS PERMM EASNlEI TS PART F — BONDS PARS- G —CONTRACT PART H — PLANS (Usually bound separately) Cl-i ( I) C l-1.3 NOTICE TO B ID D ERS All of the legal publications either actually published 1n pub Iic advertising mediums or funvshed direct to interested parties pertaining to the work contemplated under the Contract Docurnonts constitute the notice to-bidders. C 1-1.4 PROPO AL Thi completed written and sign(A offer or tender a a bidder to perform the work which the Owner desires to have done, together with the bid security, constitutes the Proposal, which becomes binding upon the Bidder when it is afficiaily received by the Owner, has been publicly o penea and read and not rejected by the Owner. CI-1.5 BIDDER Any pferson, persons, firm, parmetship, company, associatiorr, corporation, acting die-ectl or through a duly authorized r rresentativi, submitting a proposal for performing the crk ccnternpIated under the Contract Docusne=, ocristitutes a bidder. CI-I,6 GENERAL CONDITIONS The General Conditions are the usual consiructian and cQntract requirements which govern the performance of the work so that it wilt be carried ern in accordance with the customary pror-efure, the local statues, and mquiresnu s of the City of Fort WoA*s charter and prarnulgated ordinances r Muer there may he a conflict between the General Conditions and the Special Conditions, the latter s.UI take precedence. C1-1.7 SPECIALCONDITIONS Special conditions are the specific requirements which are riecesaary for the particular project covEred by the CoTiLmet Docwnmts and riot specif=ically covered in the Gene Conditions. Wh= considerod with rhe Genaml Conditions and other elements of the Contract Documents they provide the information which [he Ccn=ctor and Owner should have in order to gain a thorough lmowl edge of the project. CI-1.8 SPECIFICATIONS The Specifications is that section or part of the Contract Dcrcurnents which set forth in detail file requirements which must be met by ail materials, construction, workmamhip, equipment and services in order to render a completed an useftil project_ Whenever reference is trade to swdatd Vecifirations, regulations, requirements, statues, etc., such referred to docurnents shall become a part of the Contract 0acurrnents j r as though they were ctrnbodied therein. I-1.9 BOLDS The frond or bonds arc the written guarantee or security Furnished by the Contractor for prompt and faithful performance of the contract and include the Following- a. Performance mond (seg paragimph C3-3.7 la_ payment Bored (see paragraph C3-3.7 Cl-1 (` ) C. Maintenance Bond {see paragraph C3-3.7 d. Proposal to laid SeilMrity (see Special Instrugdont to Bidders, Part A and C2-2.6) C1-1.10 CONTRACT The Contract is a formal signed agreement between the owner and the Contractor covering the mutual understanding of the two contracting parties about tete project to be competed under the Contract Documents. CI-1.1I PLANS The plans are Lhe drawings or reproduction there from made by the Owner's representative showing in detail the location, dimension and posibon of the various elements of the project, including such profiilm, typical cross-sections, layout diagrams, working drawings, preliminary drawing and such supplemental drawings as the Owner may issue to clariF -other dra inp or for the Pw-pose o showing changes in the work hf.=-nafler authorized by Lhe Owner, The plans are u-suzIly hound separately From tete other part of the Contract Documents, but they are pare oFthe Contract Documents just as though they were hound therein. CI-1 .12 CITY The City of Fiart North, Texas, a municipal corporation, authorized arid chartered sander the Texas State Statures, acting by and through its governing body ur its City manager. each of which is requited by charter to perform specific duties. RrsponsibiHly for petal enforcement oFthe Contracts involving the City of Fort Worth is by Charter vested is the City Martager. The terms City and Owner are synanyrrtous. CI-1.0 " COUNCIL The duly elected and gaali1ied goveming body of the City of Fort WorLh, Texas. Cl-1.14 MAYOR The officially elected Mayor, cr in leis absence, the Mayor Pro tern of the City of Fort Worth, Texas. CI-1.15 CITY M-ANAG ER The offiiciatIy appointed and authorized Ciry M anagen of the City of Fort Waith. Texas c his duly authorized repre,er=tative. C I-I.16 C ITIS ATTORNEY The officially appointed City Attorney of the City of Fort Worth. Tas, or his duly authorized representative, C1-1.17 DIRECTOR OF PUBLIC WORDS The officially appointed QfFicial of tete City of Fort Wv th, Texas, referred to in the charter as the Cit} Engineer, or his duly authorized representative. Cl-I (3) Cl-I.18 DIR.ECTOR, CIT WATER DEPAR'T'MENT The officially appointed Director of the City Water Department of the City of Fort Worth, Texas, or his duly authorized representative, a"istant err agenm CI-1-19 ENCUNEER The Director of Public Works, the Director of the Fort Worth City Water l epartrnent, or- their rtheir duly authorized assistants, agents, engine=, inspectors, or superintendents, acting within the scope of the particular dui es entrusted to theca. CI-1.20 ONTRACTO R The person, person's, partnership, company, firm. Mnciation, or corporation, entering into a contract with t1-ie Owner far the execufiorr of waTk- acting directly or through a duly authaTized r mserrtative. A sub-contractor is a person, firm, corporation supplying labor and materials or arrly labor, for thc wort[ at the site of the pmjecr. CT-1-21 SUPETIE The Corporation bodies which are bound by such; bonds as are required with and For the Com-actor. The sureties engaged are to be filly responsible for the entire and satisfactor-v fulfillment of the Contmct and for anv and all requirements as set forth in the Contract Documents and approved changes therein. C I-1.22 THE WORK DR PRO]E The completed work contemplated in and mvered by Che Contract Documents, including but not limited to the furnishing c all labor, materials, tools, equipment, and incidentals nec ary to produce a campieted and s erA crab le project. CI-1 23 WOKKING DAY A uwrcric ag day is defined as a calendar day, not including Saturdays, Sundays. and legal holidays, in which weather or other conditions not under the carnml of the Contractor permit the performance of the principal unit of work for a peri od.of not less than seven (7) hours between 7.0am and 6:OOprn, with exceptions as peiri i tted in paragraph C7-7.5 Ci-1?4 CALENDAR DAYS A calendar day is any day or the week or month, no days beteg excepted. CI-1.25 LEGALHOLIDAYS Lege] holidays shall be observed as prescribed by the City CounQ-1 of the City of Fort Worth for obsenrance by City empinyees as follows: 1. New Year's Day January I ?. M,L. King Jr. Birthday Third Monday in January 3. Memorial Bay Last Monday inlay 4. Independence Day July 4 5. Labor Darr First Monday in September 6� Thanksgiving Day Fourth ThurWay in November 7. 'thanksgiving Friday Fcnh Fridav in Nnvernbtr C1-1 (-4) S. Ohristmas Day December 25 9. Such other days in lieu of holidays as the City Coimcil may detemine When one of the above named holidays or a special holidAy is decreed by the City Councils, falls-an a Saturday, the-holiday shall be ob!5E ved on the precedirng Friday, or if it falls on Sunday, it shall be observed on the following Monday, by those employees working on warlang :day operations. Employees workilag calendar day operations will consider the calendar as the hojiday. Cl-L-26 A$BL VIATIONS Wheneyer the abbreviations defined herein appears in the Contract Documents, the intent and rne=ing shall be as follows- AASHTO - American Assocxatiort a S twe MGD - Million Gallons Highway Transpcrrahon Officials per Day ASCE - Americm Society of Civil CFS - Cubic Foot per Eri lacers Second LAW In-Accordance With Min. - Minimum ASTM - AmcHca.nSircietyofTesting Mona. - "Viono&hic Materials % - Percentum AWWA - American Water Works R - Radio-9 Association I.D. - Inside Diameter .ISA - American Standard Association Q.D. - Outside Diameter HI - Hydraulic lasHtute Elev. - Elevation Aspic. - Asphalt F - Fahrrnheit Ave- - Avenue C - Centigrade Blvd. - Boulevard Ixr. - Inch C1 - Cast axon Ft. - Fact CL - Center Line St. - Strut G1 - Oaivaniaed Iron CY Cubic Yard Lin. - Linear or Lineal Yd, - Yard Lb. - found SY Square Yard MH - M=hule L.F. - Uncar Foot Max. - Maximum D.I. - Ducrilc lroa C1-1.27 CHAN E RDE A "Change" Order' is a watt= supplemcn. 1al agmu nen,t between the Owner and the Contractor covering some added or deducted item 4r feature which my fcimd necessary and which was not specifically included in the scope of the project on which bids were submitted. Increase ire unit qu.a.nti<ties state i the pruposal are not the 5Ubjj .et matter of a Change Order unicss the increase or decrease is more than 25% of the amount of the particular item or items ire the original proposal. All "Change Orders" shall be prepared by the City ffam information as necessary hun.ished by the Contractor. 01-1 (5) -I 1-1.28 ?AVER MEETS AND ALLEYS A paved street or alley shall be defined as a street or alley having one of the following types of wearing surfaces applied over the natural unimproved surface: 1, Any ryme ofasphaltic concrete with or without separate base material. 2- Any type of asphalt snrtace treatment, not inci*uding an oiled surface, with or without separate base material. 3. Brick, with or without separate base material_ 4. Ccncrete, with or without sepamte, base material. 5. Any combination of the above C1-1. 9 [SAVED STREETS OR ALLEYS An unpaved Street, alley, roadway or otter surface is any area except [hose defined for "Paved Streets and Alleys," CI-1.30 Crf Y TRElr l` A city street is defined as Shat area between the ri r«f way lines as the street is dedicated, -1.31 ROADWAY The roadway is dcfined as the area between paralIei lies two (?') bank of€he curb lines or four ('4) feet back of khe average edge of pavcment where no curls exists_ 1-1.32 G RAVEL STREET arrsveI str-eet is an tmimpro ved street to which has been added osie Qr more applications oFgavel ter similar material other than the natural rnaterzal Found an the street swface before any impruvement was made. CI-I (fir) SECTION C —OENE RAL COND171ON C2-2 INTERPRETATION AND PILEPARATION OF PROPOSAL SECTION C2-2 24TIyR-PRETAT'ION ANI] PREPARATION OF PROPOSAL C2-2.1 PROPOSAL L FORM The Owner will furnish bidder with Pmposal form, which will ce amia an itemized list of the items of work to be done or materials to be fnnished and upon which bid prices are req sicd. The Proposal farm wi11 state the BiddEr's general understanding of the project to be completed, provided a space for lxurriishing the amount ufbid sectuity, and state the basis for entering into a formal watract. The Owner will h2rn.ish formws for the Bidder's "Experience Record," "Equipmet t Schedule," and "Financial Statement," all of which must be property executed and tiled with the Director of the City Water Department cree weep prior to the honer for o erzirr g of bids. The financial statement required shall have been prepared by an i.odepmdent .cerfified public accountant ur an independent public accountant hoiding a valid permit issued by an appropriate stare licensing agency, and shall have been so prepared as to reflect the current tiriancial status. This statement must be ciu renz and no nacre: than one (1) year old_ In the case that bidding date falls within the time a new statemerit is being prepared. Lhe previous statem=t shatI be updwcd by proper verification. Liquid assets in the amount a f ten (10) percent of the estimated prnject cost wi11 be rewired. For an experience record to be comidered w be accept le for a given project, it must reflect the experrtence of the firm seeking qualific cion in work of both the same na4=c and magnitude as that of the project for which bias are to be received, and such expcn.encer must have been completed not more than five (5) years prior to the date on which 3i& are to be received. The Director of the Water Deparunent shalI be soIe judge as to the acceptability of expe-rience for qualification to bid on any Fort Worth Water De:pamne nt project; The prospective bidder shall schedule the. equipment he has available for the project and state that he will rent such additional equipment as may be required to cc mplete the project on which be submits a hid- C -2.2 ENTERPRF-T.ATICN OF QUANTITIES The quantities of work and materials to be firrnished as my be listed in the proposal forma a other parts of Lire Contract Doc-=ents will be considered as apMmiirnate only and will be used for the purpose of comparing bids on a utriform bases. Payment will be made to the Contractor for only the actr_tal quantities of work performed or materials furnished in strict accordance with the Contract Documents and Plans. The quantities of wiark to be performed and materials to be furnished may be increased or decreased as hereinafter provided, withorat in any way invalidating the unit prices bid or arty other requirements of Lhe Cctstrnct Documents. C2-2 (1) C2-2.3 EXAMINATION OF CONTRACT DCOCUMEi i`I`S AN Z) SITE OF PROI ECT Bidders are advised that the Contract Documents on file with tht Oumer shx di constituter Wl of the inf`orn-adon which the Owner will runtish. All additignal information and data which the Owner will supply after promulgation or the form ccntmu dccumertrs shall be issued is the form of written adde:rada and shall become past of the Contract Docurnents just as though such addenda were actually written into the oriiginal Ccntract Documents. Biddcrs are require d, prior to filing of proposal, to read and become farnibu with the Contract Decuments, to visit the site of the project amd examine caref=ully all heal conditions, to inform themselves by their own M&Pendmt research and investigations, tests, boring, and by such other means as may be necessary to gain a complete knowledge of the conditions which will encnuntcred during construction of the project. They must judge for thmzr elvcs the dii'ict,lties of the-work and all aatending dreurnstances affecting the cost of doing the work or the time required for its corrrpietiorL. and obtain ail information required to make an intelligent proposal. No informarion given by the Owner or any representative of the Owner other than than contained in the Contract € ocurncnts and officially promulgated addenda thmtia, shall be binding upon the Owner, Bidders shall rely exclusively and solely upon their own estimates, investigadans. research, tests explorations, and other data which are nece7isary for full and comple w information upon which the proposal is to be based. It is mutually agreed that the subrrLission of a proposal is prima-facie evid=ce that the bidder has ,,rade the investigation, examinations and tests humn required. CIaims for additinnal compensation clue to variations beetwezn conditions actually encountered in constructiorx and as indicated ira rhe Contract Documents will not be allowed, The loge: of Soil Borings, if any, on [hc pians are for general information orJy and may not be correct. Neither the Owner nor the Engineer guarantee that the data shown is representadve of conditions which aurally exist. C2-2.4 SUBMrT7TNG OF PROPOSAL The $ideder ahail submit his P oposz] on the farm Famished by the Owner. All blank spaces applicable to the projecr ccnWnW in the farm shall be correctly fillerd irz and the Bidder shall state [he prices, %vntten in info in bath words and n=esals, for which he proposes to do work contemplated or fu-wish the materials requir - All such prices shall be written legibly. In case of discrepancy be r eem rice written in words and the price written in numerals, the price most advantageous to the City shall govern- ]f overn_if a proposal is submitted by-an individual, his or her name must be signed by him (het) or kis (her) duly authoriztA agent. If a proposal is submitted by a firm, association, or partnership, LheY name and address of each mmber of the firm, association, or partnership, or by pemon duly authorized. if a proposal is submitted by a company or corporation, the company or corporation name acid business address must be given, and the proposal signed by an official or daly authorized agent. The corporate seal must be affiixed. Power of Attorney authorizing agents or other s to sign proposal most be properly certified and must be in wriidng and submitted with the proposal. C' -? {3) C2.2,5 REJECTION! OF PRONAAL Proposals maybe reaucted if they-shown any alteration of words o figures, additions not called for, conditional or uncalled for alternate bids, erasures, or irregularities of any kind or eonWn unbalanced vaiuu of any items. -Proposal tcnderud tar delivered after the official time designed for receipt of proposal shall be returned to the Bidder unopened.. C2-2.6 BID SECURITY No proposal will be considered ur less it is accoatpanied by a "Proposal eycua�iWl of the -chamcter and the amount indicated in the {Notice to Bidders" and the "Proposal." 1111,- B i d lieBid Bury is required by the Owner as evidimcu of good faith on the part of the B idler, and by way of guaranty that if awarded the, cortmu, the Bidder wiII within Lbe required rime exocute a formal contract. and furnish the required performance and other bond. The bid security of the three Iowust bidders will be retained until the cant:ract is awarded or other disposition is made 'theroof. ne bid .security of all other bidden may be returned promptly after the canvass of bids. C2-2.7 DELNERY OF PROPOSAL ,No proposal will be. considered unfess it is de Iivercd. accompanied b its proper Bid Security, to the City Manager or his represenmtve in the official place of business as set forth in the "notice to Bidders." It is the Bidder's sale responsibility to deliver the proposal wad dispatched will not be considered. The Bidder must have the propo!5al actually delivered. Each proposal shall be in a sealed eivelope piainly markt-r with the word "PROPOSAL," and the name or description of the project as designated in the "Notice to Bidders." The envelope shall he: addressed to the City Managcr, City Hall, Fort Worth, Texas. C2-2.8 WTMDRAWrNG PROPOSAL Pruposals actually filed with the City Manageyr cannot be withdrawn prior to the time set fbr opening proposals. A request for non-comidt!m6on must be made in writing., addressed to the City Manager, and filed with hurt prior to the time set for opening of proposals, After all proposals not requested for tion-corisiderarion are opened and publicly read aloud, the proposal for wWch non-consideration rque5ts have been prnperly filed may at the option of the Owner, be returned unopened- C2-2.9 nopened- C - .9 TELEGRAPHIC MODWICAT ONS OF PROPOSALS Any Bidder may modify his proposal. by telegmp is communication at any time prior to the time set for opening proposals, provided such telegraphic communication is recciv&d by the City Manager prior to the said proposal opening time, and provided further, that the City Manager is satisfied that a wrirtcn and duly authenticated confirmation of such telegraphic communication over the signature of the bidder was mailed prior to the. proposal opening time. If such ConfrrirmatipTi is not received within forty-eight (48) hours after the ro osal o enin time, no Further considemlicn will be given to the pro p p P g � p posal. i C2-2.10 PUBLIC OPEN] NG OF PROPOSAL Propusals which have been properly field and for which no -Non-cm-sideration RNuest" has been received will be publicly opened and read aloud b the City Manager or his C2-? (;) authorized representative- at the time and pIace indicated in the "notice to Siders." All proposals which have been opesied and road will remain on file with the Owner until Lhe contract has been awarded. Bidders or their sutheriaed representatives arc invited to he present for the opening hick. C2-2.11 MPLEGULAR PROPOSALS Proposals shall be considered as "Lrregulaf' if they shuw any omissions, alterations of form, additions, or conditions not called for, unauthorized alternate bids, nr irregularities of any kind, However, the Owner reserves the right to waive any ail irregularities and to make the award of the contract to the best interest c the City. Tendering a Proposal after the closing [your is an irregalahry which ran riot he waived. C2-2.12 D ISQUAlff ICA-nON OF BIDDERS Bidders may be disqualihed and their proposals not considered far any of. but not limited to, the following reasons: a) Reasons ror bei ieving that cal Iusion exists among bidders. b) Reasonable grounds for beheving that any bidder is interested in more than one proposal for work contemplated. c) Tho bidder beim intere=sted in arty litigation agtumt the C ner or whe`e: the Owner may have a claim against or be engaged in htigation atpinst the bidder_ d) The bidder being in arrears on any existang contract or l=aving defaulted on a prr.r ous contract; e) The bidder having performed a prior contract in an unsatisfactory m=er f} Lack of competency as reve clod by financial staternem experience stzrement, equipment. schedule. and such inquin-" as rhe Owner may see lit to make. g) Uncompleted work which, in rhe: judgment of the Owner, will prevent: or hinder the prompt comp ictiou of additional work if awardetL h) The bidder not l=iIing with the Owner, one week in advance afthe hour of the 0pecirig of Proposals rhe following: 1. Financial Swement Slowing the financial ronditiun of the bidder as Specified in Fart "A"— Special instructions. 2. A current experience record showing especiajly the projects of a narurie similar to the one under consideration, which have been successfully completed by the Bidder. 3. An equipment schedule showing the q+quiprment the bidder has available for use on the projent. The. Bid Proposal_ of the bidder, who in the judgment of the Envneer, is disqualified under the requiremenm stated herein, shall be set aside and not op4med_ C2-? (4) PART CENJERAL COND MONS C3-3 AWARD AND EXECUTION OF DOCUMENTS SECTION 0-3 AWARD AND EXECUTION OF DOCUMENTS 0-3.1 CONSIDERATION OF PROPOSALS 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 Ehe application of such formulas or other merhods of bringing items to a common basis as may be estahlishe-d in the Contract Documents. The.total obtained by taking the sum c the products of the unit prices quoted and the esurnated quantities plus arty lump sum iterm such aher quoted amounts a_s may enter into the cost of the completed praiect will be considered as the amount of the bid. 0 n61 the ward of the contract is made by rhe Dwner, the right wiiI be resmed to reject any or all proposals and waive techniceEdes, to rc-adverti-se for new propvsads. or to proceed with the work in any manner as may be corL5idered for the best interest of the Owner. C3-3.2 MINORl`I-f BUSINESS E IER-MIS&WOIv -OWNED BUSIIFESS ENTEP,PRJSE COMPLIANCE Contractor agrecs to provide to Owner. upon rcq= t, complete and accurMr, information regarding actual work p=fonned by a Minority Business Enterprise (MBE) andlr a Woman-owned Business Enterprise (WBE) no the contract and the payment therefor. Contractor wither agrees, upon reaquesi by the Owner, to allow and audit and/or an examivatian of any books, records, or Ides in the possession of the Contractor that wilt substantiate the acru2l work performed ,by an M E or �IABE. Any material misrepresentation of any oats= will be grounds for termination-of the ccraxart and for initiating any action under appropriate federal, state car local laws and ordinances relating to false stave-meats; further, any such misrepresentation may be b7cands for dasgiWification of Contractor at Owner's discretion for bidding on future Contracts with the Owner for a period of time afnot less thea six (6) months. C3-3.3 ]EQUAL EMPLOYMENT P OVTSIONS The Contractor shall comply with Current City Ordimince. prohibiting disrrim�natian in employment practices. The Contractor shall post the required notice to that eff'ecr on the pmject site, and at kits request will be provided assistance by the City of Fart Worth's Equal Employment Cfficer who will mfur any qualified applicant he may have opt file in his office to the Contractor. Appropriate notices may be acquired from the Equal Employment Officer. i C3-3 (1) C3-3.4 WrMDR-AWA L OF PROPOSALS Ager a proposal has been read by the Owner, it cannot be withdr w-n by the Bidder within forty-give (4 ) days after the date on the white the proposals were opened. 03 3.5 AWARD OF CONTRACT The Owner reserves the right to withhold finai action on the proposals for a reasonable time not to exceed forty-Five (45) days 4ev the date of opening proposals, and in no event will an award be made until ager investigations have been made as to the responsibility of the proposed awardee. The ward of the contract, if award is made, will bt� to the lowest-and best responsive b iddcr. The ward of the contract shall not become effective until She Owner has notified the Contractor in writing of such aw ard- C3-3.6 RETURN DF PROPOS AL S EC URMES As soon as proposed price totals have been determ 1ned for comparison oFbi&, the Owner may, at its discmion, return rhe proposal security which accompanied the proposals which, in its judgrnent, would not be considered for the award_ All other proposal steurrties. usually those of the three lowest bidders, will be m wined by the Owner until the rewired contract has been "ecuted and bund burnished or She Owner has otherwise disposed c the bids, after which they will be ren=ed b y the City Sec.r7etary. - 3-3.7 BONDS: With the execution grid delivery a the Contract Do=nEnts, the Contractor shall ftrnish to, and File with the owner in the amounts herein required, the following bonds: a PERFORMANCE 10ND: A good and sufficient performance band in the amount ofnot fess than 100 percent oFtho-amount cfthe contract, as evidmce by the proposal tabulation or otherwise, guaranteeing the M1 and faithfW execution of the work and performance o F the contracts and For the, protection of the Owner and a]l other persons against damage by seawn of negligence of ttre Contractor-, or improper execution of the work or arc of inferior materials. This performance bond shall guarantee the payment For all labor, materials, equipment, supplies, and services used in the coastrucrdon of the work, and shall remain in fill. force and effect iun6l provisions as above stipulated are accomplisbcd and final payment is made on the project by the City. b. MAMTENANCE BD . A good and sufficient maintenance bond, in the amount of not less than 100 percent of the amount of the contract, as evidenced by the proposal. tabulation or otherwise, guaranteeing the prompt. M) and faithful performance of the general gvasarrty which is set forth in paragraph C 8-8.10. C'3-3 (3) c. PAYMENT BOND: A goad and sufficient paym4 mt bond, in the amount of not less than 100 percent of the aumouat of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, Ni and faithful I payrnent of all claimaaui as defined in Article 5160, Revises Civil Sratutes of Texas; 1925, as amended by douse Bill 344, Acts 56"' Legislature, Re lar Session, 1959, effective April 27. 1959, and for the latest version therf, supplying labor and materials in the prosecuti n of the work provided for is the con"a being.constructed colder these specifications. Payment Bond shall remain io Force until all payments as above stipulated are made. e. OTHER BOLDS: Such other bonds as may be required by these Con ma Dccurnents shalt be furnished by the Contractor. No sureties A611 be accepted by the Owner which are at the time in default or delinquent -on any bonds or which are interested in any litigation against the Owner. All bonds shall be made on the forms furnished by the Owner and shall be executed by an approved !;urery comp azy doing business in Lhc City of Fort Womb, Texas, and which is acceptable to the Owner. In order to be acceptable, the name of the surety shall be included err the current U.S. Treasury list of acceptable sureticts, and the arnount of bond written by any one acceptable company sihall not exceed the amount shown on the Treasury list for flint company. Each bond shall be properly executed by both tine Ocntractor and Surety Company. Should any suxery on the contract be determined unsatisfactory at any Lime by the Owner. notice will be given the Cori"ctor tc that effect and the Contractor shall immediately provide a new surety sarisfactory to the Owner. lie paymimt will be made under the contact until the new 5u=ry or sureties, as rquired, have qualified and have been accepted by the Owner. The-r*ntract shall not be operative nor will any payments be clue or paid until approval c f the bonds by the Owner. 3-3.8 EXECUTION TION OF CONTRACT Wifhin ten (10) days after the Owner has appropriate resoIti6on, or otherwisu, awarded the contract, the Contractor shall execute and file with the Owner. the Contract and such bonds as may be required in the Cont-aa Doc=tnts. No Contract shall be binding upon the Owner until has been attested by the City Secretary, approved u to for and legality by the City Attorney, and executed for the Owner by either the Mayor or City Manager, C3-3.9 FALLLrRE TO EXIECUFE CONTRACT ne failure of the A =dee to execute the requdred bond or.bonds or to sign the required contmet within tern (10) days ager the contract is awarded shall be considered by the owner as an abandonment of his proposal, and the owner way armua.l the Award. By reason of the uneertaimy of the market prices of material and labor, and it being impracticable and difficult to accurately determine the amount of damages occurring to the owner by reason of said awardee's failure to cxeuute said bonds and eontrnct within C3-3 (3) �.,. tern (10) days, the proposal security accompanying the proposal shall be the agreed amount oFdamages which the avtaer will suffer by reason of such failure on the pmt c the Awarder and shall themupoit immedintely by forfeited to the Owner. The filing of a proposal will be considered z s uccWaace of this provision by the B idder. 3-3.10 B EG INNING WORT The Contractor shall not commence work until authorized in writing to do sc> by the Owner. Should the Contractor fail to commence work at the site of the pra jest within the time stipulated in the written, authorization usually termed "Work Ordee' or "Proceed Orders', it is agreed that the Surety Company will, within the (.10) days after the commencement date set forth in such written authorization, commence the physical .execution of the contract. 0-3.11 INSURANCE The Contmctor shall not commence worst under this contract until he has obtained all insurance required under the Contract Documernm and such inm=ce has been approved by the Owner. The prime Contractor shall be responsible for deliver jng to the Owner the sub-contractor's certificate of irisuronce for approval. The prLme Contractor shall sudicate on the certificate of insurance included in the documents for execution whether or not his insurance overs sub-conwactors. It is the intention of the Owner that the insurance ccverage required herein shat I include the coverage of all sub-contractors. a_ COMP-ENSATTON INSURANCE. The Contmetor shall maintair4 during the life of this contract, Worker's Compensation hmn-ancc on all of his employers to be engaged in work an the project under this contract, and for all sub-Hwntractors. In case any clan of employees engaged in h=dous work on the project under this contract is not pmteciW under the Worker's Comper satian Statute, the Con UwWr sha.l l pruvide adequate emplayer's geaaW liability insurance for the pruteetion under the Warkees Compensation Statute. Lhc Contractor shaft provide adequate employer's general liability insurance for the protection of such of his employees not so protected. b. COMPREHENUVE GENERAL LIABILI'T`Y INSURANCE- The Contractor Shall procure arnd shall maintain during the life of this contract, tvamprrhensive Cienera.l Liability insunmce (Pubtic Liability and Propetty Damage Insurance) in the amaunt not less than %5000,00 covering each occurrence an account of bodily injury, including death, and iN ari arnount riQt less than %500,000 covering each occurrmcf. on acceunt of propem damage with 52,000.000 umbrrfl la policy coverage. c. ADQITTONAL LIAl3[L1 : The Cont-actor shall garnish insurance as a eparatc policies er by additional cmdorsernent to erre of the above- mcritioned policies, and in the amount as set forth for pub He liability arid property damage, the following insurance: C3-3 (4) €. Contingent Liability (covers General Contractor's Liability for acts or sub-contractors). 1 Blasting, prior to any blasting being done. 3. Collapse of building or structures adjacxv to excavation i f excavation are performcd ad'acent to same , 4. Darnage to underground utilities for$5IO,WO. 5. Builder's risk where above ff-a nd structures are involyed)- 5. Commaual Liability {covers all indennnificati:on raNuiretnents of contract). d. AUTOMOBILE INSURANCE — BOMILY INTURY AND PROPERTY DAMAGE: The Contractor shall PROCL E AND N4ATNTAIN DURING THE LIFE DF THEIS Contract, Campreh ensi ve Automobile Liability Insurance in an arnount not less am .52.50,000 for injuries including accidental death to any one perscr: and subjeci to the same limit for each pmer1 an amount not less than 5500,000 on account of one accident, and automobile property damage insurance in arl amount not less than S 100,000. e. SCOP E_OF lNSU ANNE AND SPECIAL HUD: The insu�raace required under the above paragraphs shalt -provide adequate protection for the Contractor and his sub- anusctors, respectiveiy, against damage claims which may arise from operations under this contract, whether such operations be by the Lnsured or by anyone directly or indirectly emp€oyed by hh-a, and also against any of the Following special hazard which may be encountered in the performance, of the Contract. f. PROOF OF CARRIAGE OF INSURANCE: The Contractor shall ash the owner with satisfactory proof of coverage by insurance required W these Contract Documents in the amounts and by carriers satisfactory to the Owner. (Sample attached) All insurance requirements made upon the Contractor shall apply to the sub- contractvrs, should the Primc Contractor's intu ance riot cover the sub- contractor work operations. g. LOCAL AGENT FOR rNSUR-ANC AND BONDING: The in.5urance and banding companies with whom the CQn=ctor's insurance and perforx=ce, payment, maintenance and all such other bonds are C3-3 (5) written, shall be represented by an agent or agents having an office located witbin the city limits of the City of Fort Worth. Tarrant county, Texas. Each such agent shall be a duiy qualified, one upon whom. authority and power to act on behalf of the insurance and/or bonding mpany to negotiate and settle Frith the, Ciry of Fort Worth, or any other claimant, and claims that the City of Fort Worth or ether claimant or any property owner who has peen damaged, may have against the Contmetor, insurance, andfor bonding cornpany. If the local insurance representative is not so empowered by the insurance or bonding companies, then sue authority must be vested in a local agpnt or claims officer residing in the Metrople. the Fort: Worth-Dallas area The name of the agent, ar agents snail be set Forth ori all such bonds and certificates of insurance. C3-3.12 CONTRACTOR'S 0BLIGATION5 Under the Contract, the Contractor shall pay fbr ail materWs. labor and services when due. 3-3.13 WEEKLY PAYROLL A cestificd copy of each payroll covering payment of wages to all pemns engaged in worm on the project at the site of the project shad be Furnished to the Owner's representative within seven (7) days after the close of each payroll period. A copy or copies of the applicable rninimum wages ra[es as set forth in the Contract Diacurnerxts shall be kept posted in a conspicuous place at the site of the project at a.li times during the course of the Contract_ Copies of the wage rates will be ftuTk shed the Contractor, by the Ovv1er; however, pasting and protection of the wage rates shall be the responsibility of the Contractor. C-3.14 CONTPLA CTOR' CONTRACT ADfv rNIS 1`R.ATIO f Any Contractor. whe[her a Person, persons, partnership, company, firm, association. corporation or other who is approved to do b fness with the entero into a conrract with the City for construction of wntcr aadlor sanitary sewer facilities, will have or shall establish a full} operational business office. within the Fart Worth-Dallas metropolitan arca. The Contractor shall charge, delegate, or assign this office (or he may delegate iris Project Superintendent) with fully authority to transact all business actions required in the performance of die Contract, -Ms local authority sharp be made responsible to act for the tvontracror in all mart= made rcsponsible to act for the Contractor in all matters pertaining to the work go emed by the Contract whether it be administrative or other wise and as such be empo crcd, this delegated and directed, to settle ail materia.i, labor or ether expenditure, all claims against work or any other mater associated such as maintaining adequate and appropriate insurance or security coverage for the project. Such local authority for the adminisbmtion of the work under the Contract shall be maintained until all business mansactim5 executed as part of the Conrract are ccmplete. Should the Contractor's principal base of operations be other than in die l=crtWorth- Dallas mempolttan area, notifzcarion of the Contractor's assignment of local authority C3-3 ( ) shall be made in writing to the Engineer in advance of any work on the project, all appropriately sig:ied and sealed, as applicable, by the Contractor's responsible offices with Lhe understanding that this written assignment of autho6ty to the local representative shall become part of the project Ccntract as though mound directly irito the project documents. The intent of these requiremerits i5 that all matt". associated with the Contractor's administration, whether it be oriented in furthering the work,. or other, be, governed dircct by local authority. This same requir=ent is imposed on insumce and surety coverage. Should the Contractor's local representative fail to pez-form to Lhe satisfaction of the Engineer, the: Engimeer, at his sale discretion, may demand that such local representative be replaced and the En&cer may, at his sole discretiM stop all work until a new local authority-satisfactory to the Engineer is ass i 7ed. No credit of working time will he allowed for periods in which work- stoppages are in effect ror this reg n. C3-3.15 YES Venue of any action herein under shall l e exclusively 1n Tarrant Counr , Texas. I Q3-3 (7) PAR'S`O—GENERAL GOND[TIONS C4-4 SCOPE OF WORK SECTION! C4-4 SCOPE OF WOR 044.1 INTENT OF OONT IRA CT DOCUMENTS It is the definite intention of these Comma Documents to proviide for a rornplete, usefol project which the Contractor urndertakes to construct or ftuiiish, all in hill compliance with, she requirements and intent of the Contract Docummts. It is definitely understood that the Contractor shall do all work as provided for in the Contract Documents. shall do al extra or special work as may be coasidcrtd by the Owner as necessary to complete the project in a satisfactory and acccptable manner. The Contractor shall, unless otherwise spe6ficaliy stated in these Contract Documents, fimxish all labor, tools, materials, machinery, equipment, special services, and inciden-tWs necessary to the prosecution and completion of the project_ C4-4.2 SPECLAL PROVISIONS Should any work yr conditions which are not thoroughly and satisfactory shpulated or mveered by Oene[a,l or Special Conditions ufthese Contract Documents be anticipated, or should there be any additional proposed work which is not covered by these Contract documents. the "Special Pmv-isions" covering all such work will be prepared by the Owner previous to the time of receiving bids or proposals far any such wnrk and furnished to the Bidder in the form of Addenda, All such "Special Provisions" shall be considered to be part al' the Contract Documents just as though they were ori inaEy written therein. C4-4.3 NI CREASED OR DECREASED QUANTITIES ne Owner reserves the right to alter the quartuties of the work to be performed or to extend or shorten the improvements at any time when and as found to he necessary, and the Cc ntractor shalI perform the worse as altered., incre=ed or decreased at the unix prices. Such ircrea<sed or decreased quantiry shall not be more than twenty-lave (25) percent of the contemplated qumtiry of such item or items. When, such changes increase or decrease the original quantity of any item or items of work to be done or materials to be. "shed by the 25 percent of the original quantity stated in the proposal; such reprised consideration to be determined by spedal agreement or as hereinafter provided for -Extra Work." No allowance will be made for any changes in anticipated pro#fts not shall such changes be comidered as waiving a invaliding any conditions or provisions of the Contract Documents. Variations in quantities of sanitary sewer pipes in depth categories, shall be interpreted herein as applying to overall quantities ofsardtary sewer pipe in each pipe sine, but riot to the various depth categories. C4-4 (i) C4-4.4 ALTERATION OF 004TRACT DOCUMENTS MEET By Change order, the .owner reserves the right to make such changes in the Cort=ct Documents and in the character or quantities of the work as may he necessary or desirable to insure completion in the most satisfactory warmer, provided such changes do not materially atter the orfg�a Contract Documents or doge the general nature of the prcaject as a whole. Such changes shall not be consideredas waiving or invalidating any condition or provision of the Contract Document. 44.5 EXTRA WORK Additional work made necessary by changes and alterations of the Contract Doc=ents or of quantities or for ether reasons for which no prices are provided in the Contract Dacummts, shall be defined'as "Extm Work" and shall be perf'orrraed by the Contractcr In accordance with these.Contract Documents or approved additions thereto: pm ided however, that before any extra work is begun a "change ordee' shall be executed or written order issued by the Owner to do the work for payments or c,re&ts as shall he determined ley one or more combInation of ttae following methods: a_ Unit bid orrice previously apprnved. b_ An agreed lump sum. C. Thr- amW reason ab le cost of( t) labor* (2) rental of equipment used ora the extra work for the time so used at Associated General Contractors of Americom Current equipment rental rates; (3) materials erste- iang permanently into the P'm]ec4 and (4) actual cost of n5ar nce, bands, and social security as determined by the Owner, plus a fixed fee to be agreed upon brit not to exceed 10 percent of the acmal cos[ o f such txtra work. The fee shall be dull and complete cornpmahon to cover the cost of superintendence, overhead., other profit, general and all other expense not included in (1), (2), (3). and (4) above. The Contractor shall keep aerate east records an the form grad in the method suggested by the Owner and shall give the Owner access to-a]I accounts, bills, vouchers, and recons relating to the Extra Work. No "Change Ordee' shall become effe ve until it has been approve3d and signed by each of the Contracting Partie& No claim for Extra Work o€ any kind will be a]lowed unless ordcmd in writing h the Owner_ in c=e any orders or imt uctiom, either ara_l cr written, appear to the Contractor to involve Extra Work for which he should receirre compemarion, he small retake written request to the engineer For written orders authorizing such Extra Warp prier to beginning such work. Should a difference arise as to what dam or does not constitute Extra Work, or os to the payment thereof., and the Engineer insists upon its perfonnaszce, the Contractor shall proceed with the work after making written request for written orders and shall keep C4-4 (2) accurate accokrnt of the actual reasonable cost thereof as provi8ed under method (Twm Q. Claims for extra work wfil not be paid unless the Contractor shall file-his claim with the Owner within five (5) days before the time for making the first estimate alter suoh work is done and unless the claim is supported by satisfactory-vouchers and certified payrolls covering all labor and materials expended upon said Extra Work- The Contractor shall finish the Owner such installation records of all deviations from the original Contract DoctLments as may be necessary to enable the Owner to prepare t:or permanent record a corrected set ofpians showing the actual iWall ation. The cumpensation agreed upon for "Extra Work; whether or not jruaated by a "Change Ord ' shall be a W. complete and foal payment for all costs Contractor incurs as a result or relatimg to the change or extras work, whether said costs are know, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, evended overhead, rippled or impact cost, or nay other effect on changed or unchanged work as a result of the change or entre work. C4--4.6 SCHEDULE OF OPERATION Before cantmenciing any work under this contract, the Cpntracter shall .submit xo the Owner and receive the Owner's approval t iereaf, a "schedule of Operations, " sho +irig by a straight line method the date of commencing and finishing each of the rnajnr elements o f the Contract. There shall be alto shown the estimated montbly cast a f work for which imate—s ate to be expected* There shall be presented also a cornposae graph showing the anticipated progress of construction with Lbe time being plotted horizontally and percentage of completion plotted vertically. The progress charts shall be prepared on 8-ll „ x l l" sheets and at least fire black or blue Line prints shall be fumi5hrd to the Owners. C4-4.7 PROGRESS SCHEDULES FORW TER .OuND SEWER PLANT fAC1i.1TIES Within tca (1'0) days prior to submission of the first monthly process payment, the Contractor sW prepare and submit to the owner for approval six copies f the schedule in which the Contractor protases to carry on activities (including procurement of materials, plans, and equipment} and the conternpiared dues for completing the same. The schedule shall be in the toren of a tame schedule Critical Path Method (CPM) network diagram. As the work progresses, the Contractor sba.11 enter on the diagram the actual progress at the end of each partial payment period or at such intervAs as directed by tht Engineer. The Contractor shad also revise the schcdule to reflect any adjustments in contract time approved by the Engineer. Three copies of the updated schedule shall be delivered at such intervals as directed by the Engineer. As a muvmum, the construction schedule shall incorporate ali work elements and activities indicated In the proposal and in the technical specifications. Prior to the mal drafflng of the detailed construction sncCdule, the Cont;-actor shall review the draft schedule with the Engineer to ensure.the trontmcror's urrde-rstanding of the contract reguimznents. C44 (3} The following guidelines shall be adhered to in preparing thrconstruction schedule: a_ Milestone dates and Final project completi'on dates shail he developed to conform to the time constraints, -sequencing requirements .and completion tune. b. The construction progress shall be divided into activities with time diu-ations of approximately fourteen days (14) days and construction values not to exceed 550,000. Fabrication, delivM and submittal activities are e7,cerptjozIs to this guideline. c. Dumdoris shall be in calendar days and normal holidays and weather conditions over the drzration of the contract shall be accounted For within the duration of each activity. d_ One critical path sh" be shown on the construction schedule. e_ Float ilme is defined as the amount of firne berweea the earliest start date and the latest start date of a chain of acrivities a[the CPM canstnuction schedule. Float time is trot for t,he.exclvsive use or benefit of tmher the Ccntmctor or the Owner. F Thirry days shall be used For suhrmittal review unless otherwise specified. The cons=uction schedule scull as a minimum, be divided into general Categories as indicated in the Proposal and TechWcalpe6fr-ations and each general category shall be broken dawn into activities in enough detail to achieve activities of approximately fourte (14) days duration. Far each gencra.i category, the construction schedule shall idenE fy all trades or subcontracts whose work is represented by activities that follow the guidelines of this �cction. For each of the trades or subcQn=cts, the construction scheduk shaft indicate the following procurements, construction and pre-arccptance activities and events in their logical sequ=ce for equipment and materials. 1. Preparation and tiams5mirtal of submittals I S ubruttul review period I Shop fabrxca6ca and delivery. i 4. Erection or installation. C4-4 (4) S. Transmittal of manufacturer`s operation and rnairttenarice instructiorm b, installed equipment and materials testing. I. Owner's operator irrs"ctions (if appiicahle)- . Final inspection_ 9. Operational testing. If. in the opinion of the Owner, worm accomplished. fails hehind that. schedule, the Contactor shall take such action as necessary to improve his progress. In addition, the Owner may require the Contractor to submit a revised schedule deuxonstrating his program and proposed plan to make tap lag to schedule progress aid to insura completion of Lhc work within rhe contr act tune, 1f Lhe owner fends the proposed plan riot acceptable, he may mquire the Contractor in increase the work farce, the construction plant and equipment, the Tiumber of work shifts or overtime operations without additional cast to the Owner. FEU-]ure of the Contractor to comply with these requirements shall be considered mounds for determination by the Owner that the Contactor is failing to prosecute the +work with diligence will insure its completion within the time specific-d. C (5) Part C—GENERAL CONDITION C5-5 CONTROL OE WORK AND NEAT F-RIALS E 'EON C5-5 CONTROL OF WORK AND MATERIALS S-5� 1 A UTH0RITY OF ENGrNEER The work shall be performed to the sa-tisfac6on of the Engineer anti in stria ccmpiiance with the Coritmct Dpcuments. The Engineer shall decide all questions which arise as to the quality acid acceptabiixty of the materials f u'nished, crk perform rate of progress Of Che work, overall sequence of the construction, interpretation of the Contract Documents, acceptable fulfillment of the C ontrantt-compensation, mutual rights between Contractor and Owner under these Contract Document, sapervisioa of the work, resumption OfOperations, and all other questions or disputes which may arise. Engineer will not be responsible for on"aor's me=, methods, techniques, sequence or procedures of constructsou, or safety precaWt on and pmgrarns incident thL_retu, and he will not be resp-an,,sible for Contrncror,s railurc to perform the work in accordance with the contract documents. The Engineer shall detcnlydne the Mount and quality of the work campleted and tnateria.ls furnished, and his decisions and estimates shall be final. His estimates in such event shall bee-a condition to the right of the Contractor to receive martcy due him under the Contract. The Owner shall have executive authority to enforce and make effective such nece:55azY decisions and orders as the Contractor tails to carry out pmmptly. In the event of arty dispute between the Engineer and Contractor over the decision of the E=n&eer an any such rtxatCess, the lrrrgirleer mLjs , within a reasnnabje brise, upon rirten request of the Contractor, render and deliver to both the owner and Coah actor, a written de6sion on the matter in controversy. O5 —5.2 CONFORMITY WITH PLAN The 1"rnished project in a4 cases $ball conform with lints, fides, cross-sections, finish, and dimensions shown axu the plans or any other requiremen s other wise described in the Contmct Doi cnw. Any deviatian from the VPmved Contract Mcuments required b the Engineer during construction will I-M all cases be detern'dned by the Engineer and authorized by the Owner by Chwge-Order, CS-5.3 COORDINATION OF CONTRACT DOCUMENTS The Contract Documents are trade up of sevenj sections, which, taken together, am intended to describe and provide for a cornpiete and useful project, and aE�y requirements appearing in one of the sections is as binding as thoijgh it occurred in ail sections. In case of discrepancies, figured dimension sbal govern aver general conditions and standard Vecific.ation, and quantities shown an the plan snail govern over those shown in the proposal. The, Contractor-shall not take advantage of any apparent error or omission in dic Contract Documents, and the Owner shall be permitted tQ make such corrections or interprerntions as may be deemed necessary for fulfillment of the intent of the 'Contract C5_S (l) Doctuneals, In the event the Contractor discovers an apparent error or discrepancy, he shall immediately call this condition to the attention of the Engineer. In the event of a conflict in drawings, specifications, or other portions of the Contract Document which wem not reported prior to the award of Contract, the Contractor shall be deemed to have quoted the most expensive resolution of the conflict. C5-5A COO PE ATIOt OF C 0NT ACTOR The Contractor will be furnished with three sets of Contract Doe=en s and .shall have available on [he site of the project at ELI times, one set c such Contract Documents. The Contractor shall give to the work the constant attention necessary to fan-ilitate the progress thereof and shall cooperate with the Engineer, his inspector, and other Contractors in every possible way. The Contractor shall at all tunes have competent persortmel available to the project site for proles performance af-the work. The Contractor shall provide and maintain at all times at the site of the project a competent, English-speaking superintendent and art asrlsmt who is fully authorized to act as the Contractor's agent on the work. Sudo sup erintundent and his assistant shalt be c,3pahle of reading and understand1nS the Contract Documr nts and shall receive and fulfill instructions from the Owner, the Emmneer, or his auLhorixed represenratives. Pursuant to this responsibility of the Contractor, the Contractor shall designate in writing to the project superintendent, to act as the Contractor's agent on the work. Such assistant project superintendent shall be a resident at Tarrant Cotmty. Texas and shall he subject to tail, as is the pmjee# superintendent, at any tune of the day or night on any day of the ween on which the Engineer detemd es that circumsta,ac4--s rapture the prezenca on the project site of a. representative of the Contractor to adequately provide For the safety or convesliience of the traveling public of the uvmers of property across which the project extends or the safety of the property contiguous to the project routing. The Contractor shall provide all facilities to enable the Engineer and his inspector to examine and inspect the worlunanship and mAtexials entering into the work. C5=5.5 EMERGENCY AND OR UCTIFICATION WORK Vvfhm in the opinion of the ocher Owner or En&eer, a condition of emgn rgency exists rclamed to any part of Lhe warm, the Contractor, or the Contractor through his desigmatnd representative, shall respond with dispatch, to a verbal request made by the Owner or Engineer to alleviate the emergency condition. Such a response shall occur day o Wgh whether the graiect is scheduled on a calendar-day or a working day basis. hoWd the Contractor fail to rend to a request from the Engineer to rectify any discTepartcies, omissions, or correction necessary to conform with the requirements of the project specifications or plans, the Engineer shall Vve the Contractor written notice that such work or changes are to be per-formed. The vrrztten notice shall direct attention to tlae discrepant condition and request the Contmoor to take remedial action to correct the condition_ In the event the Contractor does not take positive steps to fWFiII this written C5-5 (?) request, or does not shove Just cause for not taking the proper aefion, within 24 hours, the City may take such remedial action with City farces or b y contract. The City shall deduct an amount equal to the eatiire costs for such re medal action, plus 25%, from any funds due the oritr dor on thr, project. C5-5,6 FIELD OFFICE The Contactor shall provide, at no extra camperr;�;aiion, an adequate field t ffim for use of the Engineer, i f specifit;ally called for. The field office shall he not less that 10 x 14 feet in floor area, substantially constructed, well heated, air conditioned, lighted, and weather Proof+ 30 that docmngx-its will not be damaged by the elements. CS-5.7 CONSTRUCTIONS STAKES The City, through its Engineer, will furnish Lhe Contractor with all Cines, grades, and rneasur=ents necessary to tate proper prosecution and controk of the work contracted %under these Contract Docr mems, and iine�, grades and measurernents will be established by me= of stakes. or other customary method of marking as may b-e Found consistent with good practice. These 5ta.ke, or markings shall be set sufficiently ire advance ofcortstruction operations to avoid delay. Such stakes or madcings as may be established for Contractor's use or guidance shall be preserved by the Contractor until he is authorized by the En neer to rernove them. Whenever, in the opinion of rhe Engineer, any stakes or markinp have been L:arelessly or willfully destroyed. disturbed. or removed by the Contmctor Q any of his employees, the full cost of replacing such stapes: or marks plus 25% will be charged ag2inst %hr- Contractor, and the full amount will be deducted fiom payment due: the Contractor. C5-5.8 AUTHOR!` Y AND DLMES OF CITY M PECITOR City lags errors will be amhorized to inspect all work done: and to be- done and all mate:riais ftamished, Such inspectina may extend to all or any part of the work, and the prcparntton or mmnu€acturing of the materials to be used or equi.prme nt to be installed. A City lnspector may be sUtioned on the work to report to the Engineer as to the progrrss of the work and the manner in which it is being performed, to report airy evidence that the materials being ftunishr-d or the work being performed by [he trontracror tails to Ufill the requia-cmtmts of the CunUud Dot meets, and to call the attention of the Contractor to =Y such failure Or other infringements. Such inspection or lack of inspection will not relieve.the Contractor frorn any obligation to perform the: work in accurdance with the requirements of the Contract Doc:mEments. Ln case of any dispute arising between the Contractor and the City Inspector as to the materials or equipment furnished .or the manner of perforn ing the work, the- City imFpwor will have the authority xo reject materials ar.equiipment, audfor to suspend werk until the yuesrion at issue can be referred to and de6dead by the Engineer. The City l Spector will not, however, be authorized to revolve, alter, enlarger or release any requirements of these Contract Documents, nor to approve or accept any portion or section of the work, not to issue arty irnstructiow contrary to the requirements of the Ccntr t Docurne-ats. The City Lnspector will in no case as superintendent or foreman or perform any other duties 1-0r rhe Contractor, or C5-5 (3) a interfere with Lhe rnanagemeut or operation of the work. He will not accept frorn the Contractor any compensation in any form for performing any duties. The Contractor slra.El regard an obey the directions and instructions of Lhe City Inspector or Engineer when thp, same are consistent with the obiigarions of the Contract Doc=ents of the Contracl Documents, provided, however, should the Contractor object ro any orders or instructions or the City Inspecter, the Contractor may within six days make written appeal to the Engineer for his decision on the matter in Controversy. C5-5.9 Il l S PECTIOA1 The Contractor shall furnish the Engineer with every reasortahie facility for ascertaining whether or not the wcric as performed is in accordance with the rquiremertts of the Contract Documents. if the Engineer so rquests, the Contractor shall, at airy time before accep=ce of the work. remove or uncover Such portion of the Finished work as may be directed. After a wnination, the Contactor shall restore said pomiom a [he work to rhe standard regWred by the Contract Documents. Should fc work exposed yr exami ned prove acceptable, the uncovering or rernovirig and replacing or the covering or making good of the parts removed sha.il be paid fvr as extra work, but should Work so exposed or ex,amrned prove to be unacceptable, the uncovering or removing and rt!a1a6ng of ail adjacent defective or damaged party shall be at the Contractor's expense, No work shall be: done or materials used without suitable supervision or inspection. C5-5.10 REMOVAL OF EDEFCTIVE AND GN AUTHO RIZED WOR All work,} materials, or equipment which has been rejected shall be remedied or removed and replaced in an acceptable manner by the Contractor at this expense. Work diane beyond rhe lines and grades given or as shown on the plans, except as herein specially provided, or any Extra Work dune without written authority, will be considered as unauthorized an done at the expense of the Contractor and will not be paid far by the Owner. Work so datxe may be ordeze removed at the Contractor's expense. Upon the Failure on the part of the, Contractor in carnply with any order of the En&ter made under the provisions of this paragraph, the Engineer will have the authoriry to cause def tive work to be remedied or moved and replaced and unauthorized work to be removed, and the cost thereof may bj,- deducted from any money due or to become due the Contractor. Failure to require the removal of any dcfective or unauthorized work shall not constitute acceptancc of such work. C5-5.11 1 BSTFrUTE M ATE IAL.S OR E U LPMENT [f the Specifications, law, ordinance, codes or reguladurns permit Conn-actor to furnish or use a substitute that is equaS to arty material or Nuipment specified, and if Contractor wishes to furnish or use a proposed substitute, he shall, prior to the pre-construction conference, mala written application to ENGINEER for approval of such substitute certifying in writing that the proposed substitute will pertorrn adequately the function called for by the genuz, l design be similar and of cqual substance to that 5pc6fied and be suited to the same use and capable of performing the same function as that specified; an identifying all variations of the proposed substitute From that specified and indicating C5-5 (4) available rnaintenarnee service. No substitute shal I be ordered or installed without vwTitten approval of Engineer who will be khe judge of the equality and may require Contractor to f u-nish srieh other data about the proposed substitute as he considers pertinent. No substitute shall be ordered 'or installed without such performance guarantee and bonds as OtNmer may require which shall be fzWshcd at Contractor's expense. Contractor shall indemnify and hold harmless Owner and Engineer and anyone directly or indirectly employees by either of them from and against the claims, damages, losses and expenses (iacIuding attorneys fees) arising out afthe use of substituted inaterials or equipment. 5-5,12 SAMPLES AND TATS OF MATERIAL Where, ia the opinion of the Err&eer, or as called for in the Conmt Documents, tests of rnateriMs or equipment are n sorry, such tem will be made at the expense of and paid fur direct to the tering agency by the Owner toilers otherwise specifically provided. The failure of the Owner to make any tests of materials sha]I in no way relieve the Ccn ractor of his responsibility of furnishing materials and equipment: fully conforming to the require ents of the Contract Documents, Tcsts and sampling of materials, unless otherM'8e specified. will be made in accordancc with the latest methods prescribed by the A-mmra€4 Society for Testing Ma[eHals or specific repirerrrerrts QF the Owner. The Cori ractor shall provide such facilities as the. Engineffr may require for collecting and forwarding samples and shall not, without specific written permission of rhe E n-ineer, use materials represented by the samples until tests have been made and the materials are approved For use. The Contractor will ftimish adequate samples without charge to the Owner. In ease of concrete, the aggregates, design mintmrbr4 and mix-mg and traasporring equipment shall be approved by the Engineer before any concrete is placed, and the Contractor stroll be responsible for replacing any concrete~ which floes not meet the requirements aF(he, Contract Documents. Tests shall be made at Ieast 9 days prior to the plac ng of concrete. using samples fmm Cite same aggregate, cement+ and moms which arc [o be used later in khe concrcm4 Should the source of supply change, new tesm shah be made prior to the use cnew materials. C5-5.l3 STORAGE OF MATERIALS All materials which are to be used in thrconstruction contract shall be stored so as to insure the preservation of quality and fitness of the work. When directed by [hey Enginet!r, they shall be placed an wooden platforms or other hard, clean durn ble slu ces and not on the ground, and shall be piaccd under cover when directed. Stored materials shall be placed and located so as to facilitate prompt inspection. C5-5.14 E I TlNG STRUCTURES AND UTILITIE The Iocadon and dimensions shown on the pians relative to the existinrg utilities are based on the best information available. Omission frarn. the inclusion of utility locagons on the Plans is not to be considered as nonexistence of. or a definite location of, existing undergrpun l utilities, The location of many gas mains, ate-r mains, conduits, sewer Eines acrd .service lines for all Utilities. etc„ is unknown to the Owner, and the Owner i assumes no re ns ibi lity for failure to show arty or ail 5Lich struc rurcs and utilities on the C5-5 (5) plans or to show them in their exact location. It is mutually agreed that such failure will not be considered sufficient basis For cfairris for additional compemation for Extra Work or for increasing the- pay quantities in any manner whatsoever, unless an obstrur.6oa .eater mtemd is such as to necessitate chanes in the lines and rides of considerable magnitude or rewires the building of special weeks, provision of which is not made in these Contract Documents, in which case the provision in these Contract Documents for Extra Work shall apply. It shall be the Contractor's responsibility to verify locations of the adjacent and/or conflicting utilities sufficiently in advance of construction in order that he may negotiate such local adjustments as necessary in Lkc construction process to provide adequate cleemcm emir Contractor shall takt! A] riecessary precautions in urdcr to protect all existing utilities, structures, and service Iines. Verification of exis&g utilities, struc=es, and service lines shall include norifiration of al] utility corapanies at Ieast forty-.eight (48) hours in advance of construction incfuding expioratory excavation if necessary. rail verification c utilities and their adjustment shat I be ccnsidered subsidiary work. C5-5.15 INTERRUPTION OF SERVICE A. Normal Prosecution: In Lhe normal. prosescudQn of work where the interruption of service is necessary, the Contractor, at least 24 hours in advance, shall be required to: I. Notify the Water Department's Distribution Division as to location, time, and scbedWe of service interruption. 2. Notify each customer personally through resWmible personnel as to the time and schedule of the interruption of their service, or, 3- In the event that personal notification of a customer cannot be made, a prepared rag form shill be attached to the customer's doorknob. The Lag-stall be durable in composition, and in large bold letters shall say: CS-S (6) Notice Due to UWity+ Improvement in your n e i ghba r ho od, your ater (sewer3 service will be interrupted on between the hours of and This inconvenience will be as short as passible. Thank you, 'Contractor r�.[lcires P ha ne h. Emco_ Ert the event that an urjterseen interruption occurs. notice shall be as above. but Immediate. 5-5.1 L%fUTLlAL RES P ON S IBILITY OF c oNTRA cm RS If, through act or neglect on the part of th-e Contractor, or any other Contractor or array sub-cants-actor shall suffer loss or damage of the warn, the Contractor agrees to sertle with such other Contractor or sorb-contractor by agreement or arbimation. If such other Contractor or sub-contractor sha.EI assert any claim against the owner on account of damage zxIleged to Rave been sustained, the owner will notify the Contractor, who shall indumiiify and save harmless the owner against:any such elairn_ C.5-5.I7 CLEAN-UP Clean-kip of surpius and/or waste materials accumulated on the job site during the pmsmutian of the work under these Contract Documents shall be accamplishod in keeping with a daily routine established to the satisfaction of the Engineer. Twmry-four (24) hours after wri rten notice is given the Contractor that the c[ean-up on the jab site is proceeding in a mariner unsatisfactory to the Engineer, if the Contractor fails to correct the unsatisfactory procedure, the City may take such.direct action as the Engineer deems appropziate to correct the clean-up deficiencies cited to the Contractor in the written notice, and the costs-such direct action, plus 25% ofsueb casts shall be deducted tram the monies due or to'become cyte the Contmetar. Upon Lhe completion of the project as a whale as covered by these CoritTact Doi,umems, and before final acceptance and tidal payment will he made, the Ccrimctor shall clean and remove from the site of the project all surplus and discarded materials, temporary struekures, and debris of every kind. He shall leave the site of a]I work in a neat and i C5-5 (7) orderly condition equal to that which originally existed, Surplus and waste materials rernuvod from the- site of the work shall be disposed of at locations satisfactory to the En&eer. The Contractor shall Lhomughly clean a]1 equip rnent and mater a]s installed b }fiat and shall deliver over such materials and equipment in a bright, clean, peIished and new appearing condition. No extra compensation will be made to the on.L-actor for any clean-up required on the project. C5- .1FrNALTNSPECMGN Whenever the work provided for in and canternplated under the Contract Ducuments has been satisfactorily completed and final clean-rep Performed? the Engineer will notify the proper officials of the Owner and request that a Final Inspection the made. Such inspection will he made wittYin 10 days ager such notification. After Stich final inspection. if the work and materials and equipment are found satisfactory, the Contractor will be notified in writing of the acceptance of the same after the Proper resolution has been pawed by the Cit} Council. leo time charge will be made against the Contractor between said date of notification of the £n&eer an the date of final inspecti6n of the work: 5-5 (H) PART C—GEN ER-AL COND ITI ONS C6—6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY SECTION! C6-6 LEGAL RELAT 10NS AND PUBLIC RES PONS 1BILi_TY C&&l LAWS TO BF, OBSERVED The Contractor shW I at all times observe and curnpIy with all Federal and State Caws and City ordinances and regulations which in any way af=fect the conduct of the work or his operations, and shall observe and cornpiy with all order, laws, ordinances and regidations which exist or which may be enacted later by bodies raving jurisdiction or authority for such enactment. No plea or misunderstanding or i prance thereof will be considered. The Contractor said his Sureties snail indemnify and save harmless the City and all of its officers, agents, and etrtployees against any and all cIa.irns or Iiability arising fforn or based ort the violation of any such law, ordinance, regulation, or ord LT, whether it be by himself or his empioyees. C6-6.2 PERMIT ANT) LICENSE The Contractor shall procure ail permits and licenses, psy al charges, costs and Fees. and give all notices necessary and incident to the due and lawful prosecution of she work. C".3 PATENTED DEVICES, MATERIALS, AND PROCESSES If the Contractor is required or desires to ase any design, device, marcrial, or process covered by letter patent, or copyright, he shall provide for such use by suitable legal a v=neut with the patentee or owner of such patent, lever, or copyrighted design. It is mutually agreed and rmdcmcHDd that without exception the contract price shall include all royalties or cost arising from patent-�, trademarks. and copyrights in any way involved in the worm. The Contractor and his su=c_s shall indemnify and sage harmless the Owner fmm any and all claims for infringement by reamer of the use of an such trademark or copyright in connection with the work agreed to be performed under these Contract Documents, and shall indemnify Lhe Owner for any cost, expense, or damage which it may be obiiged to pay by reason ofsuch infringement at any time d&ng the prosecution of the work or ager completion of the work, provided., however, char rhe Owner will assume the rc sWmibility to defend any and all suits brought For the infrimgement. of are patent claimed to be infri.ngcd upon the design, type of construction or material or equipment specified in the Contract Dccumenrs Furnished the Contractor by the Owner, sod to hold the Contractor harmless on account of such suits. 06-6.4 SANITARY PROVISIONS The Contractor shall establish and enforce among his employees such regulations in regard to cleanliness and .disposal of garbage and waste as will tend to prevent the inequon and spread of infectiio s or contag0ous diseases and to effectively present the creation of a nuisance about the work on amy property eittrer public or private, and such regulations as are required by Law shall be prat into immediate force and effect by the Contractor. The necessary sanitary conveniences for use of laborers on the work, properly secluded from public observation. shall be constructed and maintained by the .C6=6 ( l) Corttractor and their rise shall be strictly enforced by the Contractor. All such facilities shall be kept in a glean and sanitary ccrrdition, free From objectionabie odors so as ngt to rause nuisance. All sanitary laws and- regulations of State of Texas and the Cit} shall be st ictIy complied wlth. C -6.5 PUBLIC S AFETY ANI) CONVENIENCE: atmials or equipment stored about the work shall he placed and used, and the work shall ac all times be so conducted, oz to cause no greater obstruction or inconvetience to the public Lhat is considered to be absolutely necessary by the Enipacer. The Contractor is required to maintain at all brines all phases of his work in suer a manner as not tc impair the safety or convcaieace of the public, including, but not limited to, safe and c-onvenient ingress and egress to the prape. t contiguous to the work area. Thr~ Contractoc shall make adequate previsions to render reasonable ingT"s and egress for normal vehicular track, except during actual trivnehing and pipe in5tallation optratiorts, az all driveway crossings. Such provisions may include bridging, placement or croshed stone or gravel or such other means of providing proper ingress and e_-ess for property served by the driveway as the Engineer may approve as appropriate. Such other means may include the diversion of driveway traffic, with specific approval by the Engineer. If diversion of traffic is approved by the Engineer for the diversion of maffic, and shall, at hiis eXperrSe, provide all materials and perform al] work nec ns.5ary Fcr the constnrction and maxmmnance of roadways and bridges tar such diversion of traffic, Sidewalks must not be obstructers except by special permission of the Engineer. The materials exravatcd and eonstrucrion materials such as pipe ustd in con5tructian of the wow shall be placed so as riot to endanger Elle work or prevent &cc access Co all fire hydraras, fi.rrr alarm boxes, police call boxes, water values, gas valuus, ,�)rmanholes in the viciniry. The Corer reserves the right to remedy any neglect on the part of the Contractor as regards to public convenience and safety which may carne to its attention, after rwettty-four hoists notice in writing to the Contractor, Save in uses of cxnergency when it shall have the rrgbt to remedy any neglect without notice, and ire either case, the cost of such work or materials furrrsshed by the Owner or by rhe Cit=y shall be deducted from the atonies due or to become due to the Con mr-tor. The Contractor* after approval c the Engineer, shall notify the Fire Departrnernt hratiquarxers, Traffic Envneer, and Polire Department, when any street or alley is requested to be closed or obstructed or any fire hydrant is to be made iriacct sible, and when den directed by the Engineer, shall keep any street, suets, or Wghwa s in condition F'or unobstructed use by fire apparatus. Tho Contractor 5haal pmrnp ly notify the Fire Department headquarters when all such obstructed streets, alleys, or hydrants are placed back in service. Where the Contractor is required to eQnstruct ternporary bridges or make other arrarigements for cm5sing over ditches or streams, hi.s responsibility for accidents in connection with such crossings shall include the roadway approaches as well as the structures 4aISuch crossings. The Contractor shall at all dimes conduct his operration ar#d use of construction machinery so as not to damage or destroy trees and scrubs located in close pro xlraity to or ori the site of the work_ Wherever any such damage may be done, the Contractor shall immcdiately satisfy all claims of property owners, and no payment will be made by the- Owner in settlement of such elms. The Contractor shall file with the Engineer a written statement showing aH wch claims adjusted. C6-6.6 PRTV1LEC;ES OF CONTRA 'COR IN STREETS, ALLE S AND RI FIT-OI=- WA For the performance of the contract, the Contractor will be pertnined to use and oocupy such portions of the public stats and alleys, or other public places or other rights-of-war as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the En&eur. A rersanablc amount of tools, materials, and equipment for construction purposes may be stored in such space, bur no more than is necessary to avoid delay in the construction operations. Excavated and waste materWs shall he piled or stied in such a way as not. to interfere with Ehe use of spaces that may be desipared to be left free and tmobstruc[4�l aixd so as not to inconvmience occupants of adjacent property. IF the sect is occupied by railroad tracks, the- wade shall be carried on in such manner as riot to interfere with the operation of trains, loa&ng or unloading or cars, etc. Other contactors of the Owner may, For all purposes renuired by the contract, emer upon the work and premses used by the Contraacr and shall be provided all reasonable facilities and assistance for the completion of adjoining work. Arty additiozral grounds desired by the Contactor for his- u sial]l be provided by him at bis own cast and expense. C6-.7 RAILWAY CROSSING When the work encroaches uport any right-of-way of any raiIrnaad, the Cit} will sere the necessary easement. for the work. Where the railmad tracks are to be tossed, the Contractor shall observe all regulations and instmLiiom of rhe railroad company as to the methods of jacdorming the work and take all preeatrtior for rhe �Mrely of property and the public. Negotiations with the railway companies for the permits shall be done by and through the City. The Contractor shall give the City Notice, not lesa than five days prior to the time of his.intentions to begn work on that portion of the project which is reiatcd to the railway pmpcsiies, The Contractor will be not be given extra compensation for such railway crossings miles specifically set forth in the Contract Documents. C6-6.8 BARRICADES, WARNINGS AND WATCHMEN Where the work is carried ori in or adjacent to any meet, alley or public place, the Contractor shall at his own expense furnish, erect, and maintain such barricade, fences, Iights-, and danger signals, shail provide such watchman, and shall take all such other pm-catifionmy measures for the protection of p=ons or property and of the work as are necessary. Barricades and Fences shall be painted in a color that will be visible at night, 1=rvrn sunset to sunrise the Contractor shall fwnish and maintain at least.one easily visible burning light at each barricade. A sufficient. number of barricade shalt be erected and maintained to keep pedestrians away From, aatd vehicles from being denten on or into, any work under construction or being maintained. The Contractor shall furnish watchmen and C -6 (3). i kip theta at their respective assignments in sufficient nnurnb= to protect the work and prevent accident or damage. All installations imd procedures droll be. consistent with provisions set forth in the "1980 Texas Manual on Uniform Traffic Control Devices for Streets arrd Highways" issued under the authority of the "State of Texas Uniform Act Re6 lating Traffic on Hi wa s" codified as rticle 670I d Verco's Civil Statues, pertinent section being Section dos. 7', 29, 30 and 31 . The Contractor will not remove any regulatory sign, instructional sign., street name sight, or other sign which has been erected by the City_ If it is determined that a sign rrtLis t be rernov i to permit required construction, rhe Contractor shall contacr the TranWrtation and Public Works Departrnent, Situs and Markings Division (phone number 871-8075), to remove the sign_ In case of regulatory suns, the Contractor must replace the permanent sign with a temporary sign meeting the raquir ems of the above referred manual and such temporary must be installed prior Eo the removal a the peTmanent sign. If the temporary sign is not insWIcd correctly or if it 611es trot meet the required sptcificaaons, the permanent sign shall be left in place tubi the temporary sign regwrements are met. When construction wort[ is completed to the extent that Ehe permanent sign can be reins miled, 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. The Contractor will be held r par�sibie for all damage to the work cr the public due to taiiure of barricadm signs, fences, lights, or watchmen to protect them. Whenever evidence is found of such damage to the work the Eu eer may order the damaged porton irmediately remover] and replaced by the Contractor at the Contractor's own cxpewe. The Contractor's responsibi Iity tir the maintenance c barricades, signs, fences, and lights and for providing watchmen shall not ce a until the project shall have been completed and accepted by the Owner. No compensatinn, except as Vee ftWly pmv-ided in these Conaact Docurnc s, will he paid to the Contractor for the Work and materials involved in the constructing, providing, and maintAining of barricades, signs, Peaces, and bgbrs or salaries of watchmen for the subsequent removal and disposal of such barricades, sighs, or for any other incidentals. nL-cessary for the proper protmtion, safety, and convenience of the public dunng the co=aa period, as this worm is considered to be subsidiary to the several sterns for which unit ar lump Burn pries are requested in the Proposal. C6-6.9 US E OF EXPLOS rVES, DROP WEICHT. ETC_ Should the Contractor elect to use explosives, drop +weigbt, etc., in the prosecution of the work, the utmost care shall be exercised at all times sur as not to endanger life or property. The Contractor shall notify the proper representative of any public service corporation, any company, individual, or utility, and the C ner, not less than twenty four hours in advance of the use of any activity which aright damage or endanger their or his property along ur adjacent to the work. C6-6 f4) Where the use of explosives is to be permitted on the project, as specified in the Speciatl Conditions Documents, or the use of explosives is requested, the Contractor shall-stibmit notice to the Engineer in writing twenty-four hours prior to commencing and shall furnish cvidencre that he has insurance coverage to protect against any damages and/or injuries arising out of such use of cxpIosives. Cb-6,10 WC RK WITHIN EASEMENTS Where the work pisses .over, through, or into private property, the Owner will provide such right-of-way or eaa=ent privileges, as the City may deem necessary by the Coil ractar shall be provided by hire at hes expense. Such additional rights-Df way .or work area-shall be acquired before work burrs in the affected arena The Contractor shall not enter upon private. property For any purpose without haVia& previously obtained permission fi-orn the owner of such property, The Contractor wsil root be allowed to stere equipment or material on private property unless and undI the spec;fled approval of the property owner has been scoured in writing by the Contractor and a4 copy furnished to the Engineer. Unless specifically provided otherwise, the Contractor shad clear all rights-of- ay or easements of obstructions wlvch must be removed to motet possible proper -i prosecution of the work as a part c E the p.rojcxt ccnstruction operations. The Contsactnr shall be respunr lble for the preservation of and shall use every prerarttion to prevent damage to, all trees, shrubbery, plants. lawns, fences, culverts, curbing., and all other types of structures or improvements, to -a11 :t+a[er, sower. and gas lines, to all conduits. cv rhead poIr, lines. or apgurtmatnces thereof; excluding the ronstruction of temporary fences and to all other public or private property adjacent to the work. The Conmctar shall notify the proper representatives of the a ncrs or occupants of the public or private Iands. of interest in Iands whicb might be affected by the work. Such notice shall be applicable to both public and private utility companies or any corporation, company, individual, or other, other as owners or occupanm whose land or interest in land might be affecmd by the work_ The Contractor shall be responsible for all damage or injury to property of any character resulting front arty act, omigsiorr, neglect or misconduct iu the manner- or method; or -execution of the work, or at any time due to defective work, maeria], or equipment* When and whem any direct or indirect or injury is done to public or private property ori account of arz}r act cr ission, neglect, or misconduct in the execution of the work, or in consequence of non-execu io4 thereof on the part of the Cont- or, he shall restore or have restored as his cost and expense such property to a condition at least equal to that exlstLug before such damage or injury was done, by repairing, rebuilding, or otherMse replacing and restoring as Tnauy be directed by the Owner, or he shall make good Asch darnages or injury in a marmer acceptable to the owner of the property and the Engineer. AI I fences encountered and removed dung construction of this project skull be restored to the original or better than original condition upon completion of this project. When wire fencing, either wire mesh or barbed wire is to be crossed, the Conauctor shaft set cess brace pasts on either side of the permanent easement before the fence is cut, C&6 (5) Shntdd i dditional femces cuts be necessary, the Contractor shall provide cross-braced posts at the point of the proposed cut in addition to the cross braced posts provided at the Permanent eM=ents limits, before the fence is cut. Temporary fencing shalI be erected in place of the fencing removed whenever the work is not in progress and when tine site is vacated overnight, and/or at all times to prevent livestock iiom entering the cons"ction area. The post for fence removal, ternporary closures and replacement shall be subsidiary to the various items bid in the project proposal. Therefore, no separate payment shall be allowed for any services associated with this work. Ln case of failure ori the part sof the oa"ctor to restate such property or tc make good such damage or injury, the Owner may, upon 48 hour written notice under ordinary circumstances, and without notice when a nuisance or hazardous conditions molts, grad 10 repair, rebuild, or otherwise restore such property as may be deterrndned by the Owner to be necessary, and the cost thereby will be deducted from any monies due to or to become due to the Contractor under this con mct. 6-6.11 INDEPENDENT CONTRACTOR It is =derstocd and agreed by the patties hcreta that the Corrector sha.il perform all work and services hereunder as an independent contractor, acid not as an officer, agmt. servant, or employee of the Ownor. Contractor shall have exclusive control of and =clwive rigKt to control the details of all work and services performed hereunder, and all persons perforrrlirng the same, and shall be sciely responsible for Lhe acts and omissions of its officers, agents, servarnm, employees. contractor, sabcontractars, liceu5ees, and invitees. The doctrine of respQa&nt superior shaE not apply as between Owner and Contractor, its officers; agents, employees. contractors wad subcontractors, and wthing herein shail be construed as creating a partnemhip or joint enterprise between Owner and Contractor. C6-6.I2 CONTRACTOR'S RES PONS LB IMTY FO D AMAG Z CL,4IM Contractor covenants and agrees to, and does hereby indernrufy, hold harrrdess and defend Owner, its officers, agents, servant* and employees From and against any and all claims or suits for propeM damage or loss and/or personal LTU ury, i ncluding death, to any and all persons, of whatsoever kind of character, whether real or assert4 arising out of or in connection with. directly or indirectly, the work an services to be perforated hereunder by the Conti aor, it officers, agents, employees, contactors, subcontractors, licensees or invitees, whether or not caused, in whole or in apart, by alleged negligence on the part of officers, agents, employees, contractors, sitbcontracwrs, licensees or iuviters of the Owner, and said Conb-actor does hereby covenant and agree to assume ail liability and responsibility of Owner, its officers, agents, setva.ntS, and employees for property damage or loss, and/or personal injuries, including death, to any and all person of whatsoever kind or charactu, whether real or asserted, arising out Gf or in eormection with. directly or indirectly, the work and services to be performed hereunder by Lhe Contractor, its officers, agents, employees, contractors, subconumctors, licensees, or invitees, whethe or riot caused, in whole or in apart, by a]leged negligence of officers, C6-6 (6) agents, employees, contractors, suhcontmctors, licensees or invitees or Lhe Owner, Contractor hkrwise covenants and agrees to, and does hereby, indemnify and hold harmless Owner from and against any and all injuries, Ioss or darnages to the property of the Owner daring the performance of any of the terms and conditions of this Contract, whether arising out of or connection with or resulting Erma, in whole or in app any and all alleged acts of omission officers, aMts, Pmploye , contractors, subcontractors, licensees or invitees of the Owner. In the rvent a written claim for damages against the contractor or is subccxn"ctors remaim unsettled at the time all work on the project has been completed to the satisfaction of the Director of Lhe Waxer Department# as evidenced by ferias inspection, final payment to the Contrador shall riot be rLeon==ded to the Director of the Water Department for a period of 30 days after the date of such final inspection, r3nless rhe Contractor shall submit written evidence satisfactory to the Director that the claim has been set#l6d and a release has been obtained fmm the claimant involvolf. If the claims ccancemed remains urisertled as of the expira�on of the shave 30-day period, Lhe t~onuacwr may be deemed to he entitled to a semi-final payment far work completed, 5nch semi-Final payment to be in the amount to the total dollar amount then, due fess the dollar value Of any written claims pending against the Contractor arising ant of the performance of such work. and such semi-final payment may then be recummended by the Director. The Director shall not recommend Final payment to a contractor against whom such a claim for damages is outstanding for a period of six months fallowing the date of Lhe acceptance of the work performed unless the Contractor submits evidence in wring satisfactory to the Director that: I. The claim has beers settled and a release has burl obtained from rhe claim a.at involved., or 2. Good faith efl`arts have been made to settle such outstanding claims, and such good faith efforts have fair If condition (I) above is met at any time within the six-month period, the Director shall recommend that the Final payment to the Contractor be made. If condidon (2) above is met at any time within the six-month period, the Dirmtor may recommend that final payment to the Conwactor lac made. At the expiration of the six-month period, the Director may recommend that fm-4 payment be evade if all other work has been performed and all other obligations of the Contractor have been rent to the satisfaction of Lhe. Director. The Director may, if he deems it appropriate. refuse to accept bids on other Water Deportment Contract WOTk Teem a Contractor against whom a claim for damage ig outstanding as a result of work performed under a City Con Vact. C6-6 J) 6-6.13 CONTRACTOR'S CLAIM FOR DAMAGES Should the Contractor claim-compensadon for any alleged damage by reason of the acts or omissions of the Owner, he shall within three sags after the actual sustaining of such alleged damage, mater, a written statement to the Engineer, setting out in detail the nature o the alleged damage, and on or before the 2-5`' day of month succeeding that in which and such damage is ciaimed to have been sustained, the Contractor shail file with the En&eer and itemized statement of the details and the amount of such alleged darnage and, upon request, shall give Lhc Engince r access to all books of account, receipts, vouchers, Dills of lading, and other books or papers containing any evidence as to the amount of such alleged damage. Unless such statements shall be filed as hereinabove required, the Contractor's 4ls.irn for compensation shall be waived., and he shall riot be entitled to pAyment on account of such damages. C6-6.14 ADJUSTMENT OR RELOCATION OF PUBLIC UTILITIES, ETC. In case it is necessary to change, move, or alter ars any manner the property of a public utility or othm, the said property shall not be moved or interfered with until orders thereupon have been issued by the Engineer. The right is reserved to the owmen of public utilities to enter the geographical limits of the Contract for the purpose of making such changes or repairs to the property that may be necessary by the performance of this Conmact_ C6=b.E 5 TEMPORARY SEWED AND DRAIN CONNECTIONS Tien existing sewer lines have to be taken up or removed, the Contractor shwl, at his own expense and cast, provide and mzintain temporary outlets and connections For ail private and public drains and sewers. The Contractor small also take care of all sewage and drainage which will be received from these drains and sawers, and for this pLuWse he shall provide and maintah at his own cost and expense, adequate pmnping famlities and temporary outlets or divisions.. The Contractor. at his awn cost ar4d expense, shall camtruct such trout, pipes, or other structures necessary, and he prepared at all time., to dispose of drainage and sewage received Erorn these temporary connections until such times as the permanent ccnnecdarns are btiilt and are in service. -Me existing sewers and conni mtions shall he kept in service and rr =- tuned under the Oontmu, except when specified or ordered to be abandoned by the Engineer. All water, sewage, and other waste shall be disused of in-a sari sfkaory manner so that no nuisance is cited and so that the work under constructinn will be adequate]y protected. C6-6.16 ARRAN GEMENT AND CHANGES FOR WATER FLTRN I S HED BY`lHE CrTy When the Contractor desires to use City grater in connection with any construction work, he -shall make complete and satisfactory arrangements with the Fart Worth City Water. Depamncrlt fn so doing. C6-6 (S) City water furnished to the Contractor shall be dch-vexed to the Contractor frmm a connection on an existing City main. All piping required beyond the point of delivery shall be installed by the Contractor at his own expense. 'Fhe Contractor's responsibility in the use of all existing fine hydrant and/or values is detailed is Section E.2-1.2 USE OF FIRE HYDRANT'S AND VALVES in these General Contract Documents, Whit meters are used to measure the water, the charges, if any, for water will be Bade at the regular established rams. When ureters are not used, the charges, if arty will be as. prescribed by the City ordinance, or where rin ordinances applies, payment shall be spade ou estimates and rates established by the Direr#or of the Fort Worth Ware Department. tr6-6,17 USE OF A SECTION OR PORTION OF THE WORK Whenever, in the .opinion of the Engm=, any section or portion of the work or arty structure fs in suimble cnnditior4 it may be put into use upon the written notice of the Envneer, and such usage shall not be held to be in a-ay way an acceptance of said work or structure or any part thereof or as a waiver of arty of the provisions of these Contract Documents. A11 necessary repairs and removals oFany section of €he work so put into use. due to defecrive materials or workrnan5h1p. equipment, or deficient opETR tions un the part of the Contractor, shall be performed by the, Contractor at his expense. C6-6.18. CONT-RAC C R' I SPONSIBILITY FOR THE WORK Until w-ritten acceptance by the Owner as provided for in these Contract Documents. the work sha.il be under the charge and care of the Contractor, and he shall take every necessary precaution to prevent injury or damage to the worts or any pan thereof b action of the elements or from any cause whatsoever, whether arising from the c ecfrtion or nonexecution of the work. The Contmunr shall rebuild, repair, rrstom, and make gored at his own expense all iniunes a damage to any portion of the work occasioned by any of the hereinabove causes. C6-6-19 O 1 AFVER OF LEGAL FIGHTS lnspecrion by the Engineer or any order by the Owner by pavement of money or any payment for or acceptance of any work,-or any extensinn of tune, or any possession takm by the City. shall not operate as a waiver or any provision of the Contract Documents. Any waiver of any breach or Contact shall not be held to be a waiver of any other or subscquent breach. The 0,Amer reserves the right to correct any error that may be discovered in any estimate that may have heeet paid and to adiust the sante to meet the requirements of the-Contract Docimxts_ C6-6.?U PERSONAL UABILITY OF PUBLIC OFFItwIAL In carrying ow the provisions of these Contract gocurnents or in exercising any power of authority granted thereunder, Lhem shall be no liabiIity upon the authorized 6-6 (9) representatives of the Dammer, either personally or other wise as they are agents and representatives of the City. C6-6.21 STATE SALES TALC On.a contract awarded by the City c Fort Worth, and organization which gUAifies for exemptions pur uani the provisions of Article 20.02 (H) of the Texas Limited aJes, Excise, and Use 'Fax Act, the Contractor may purchase, rent or lease all materials, supplies and equiprmcnt used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State ComptrolIer''s Rifling .007. Any such exe npdcn certificate issued to the Contractor in lieu of Ehe tax shall be subject to and sial l comply with the provision of State Comp"IIer's puling .011, and any other applicable State ComptroIItr's rulings peftaining to the Texas Limited Sales, Ex6se, and Use Tax Att. On a contract awarded by a developer for the construction of a publicly-owner improvement in a street right-of-way or other easernew which has been dedicated to the public and the city of Fort Worth, an orgarazation which qualifies for exemption pursuant that provisions of Arricie 20-04 (H) of the Texas Limited Sales, Excise, and Use Tax AM the Contractor can probably be exempted in the same manner stated above. Texas Limited Sales. Excise, and Use Tax Act perraits and informariort can he obtained dom. . omptmiler of Public Accounts Sales Tax Division Capital Stafioa Austin, Tic C6-6 (10) PART C—GENERAL C ON DMO NS C7—7 PL OSECUTfON AND PROGRESS SEC-1-10N 7-7 PROSECUTI N AND PROGRESS 7-7.1 SUBLETTTNG The Contactor shall perform with his awn organization, and with the assistance of -workmen under his immediate supezim=dence, work of a value of not leas than fifty (5011/o) Meent of the value esnbracad on the contract. 1f the Contractor sublets any part of the work to be done under these Contract Documents, he will not under any circumstances be relieved of the responsibility and obligation assumed under these Crcntract Documents, All trarlsacticns of the Engineer will be with the Contramr. Subcontractors will be considered only in the capacity of employees or workmen of the Ccn=ctor and shall be-subject to the same req wremenLs as to character amd competency C7�7.2 ASSI CNMENT OF CONTRACT Tho Ccntractcr shall not ass p, transfer, sublet, or otherwise dispose of the contract or his nghss, title, or interest in or to time same or any past thereof without the previous consent of the Owner expressed by fe5Qlution-o f the City Counci l ant} concurred In by the ureties. Ifthe Car[tmc1or does, without such previous coFisent, assign, ftansfer, sublet, convey, c otherwise dispose of the contract or his Fight, title, Qr interest therein or any part thereof. to any person or persons, partntTshig, c.Qmpany, firm, ur corporation, or does by budlcruptcy, voluntary or invalunta y, or by assignment under the insolvency laws of any states, attempt to dispose of the ccotract may, at the option c the Owner be revoked acid annulled, unless the Sureties shall successfully complete said contract, and in the event of any such revocation or annulrnem. any moaies due or to become due under or by virtlte of said contract shall be retained by the Owner as liquidated daruaga kor the reason that it would be Irnpracticab le and extremely difficult to fix the actual damages, C7-7.3 P R 0 S ECL.M ON OF THE WO FM Prier to beginning any coristruction operations, the Contractor shall submit to the Engineer in five or more copies, if requested by the Engineer, a progress schedute preferably in chAn or diagrarn form, or a brief outlining in detail and step by step €he manner of prosecuting the work and ordering materials and equipment which he expects to fa How in order to complete the project in the-schodule tirne, There shall be subraitted a table of estimated amounts to be earned by time Contractor dining each mon Oil y+ estimate period. The Contractor shall comms mre the work to be peffbTmed under Chis contract within the time limit stated in these Crantract Documents and shall conduct the work ire a candriuous manner and with sufficient equipment, materials, and labor as is necessary to insure its completian +.outfits the tune Iiinit. C7-7 (1 ) The sequence reciuestod 6)f all canstruction opemtims shall be at all times as specified in the Special Contract Documents. Arty Deviation Cram such st cqumcing shall br, submitted w the Engineer for his approval. Contractor shall not proceed with any devi�ation until he has received written approval from the Engineer. Such specification or approval, by the Engineer shall not relieve the Contractor from full responsibility of the complete pormance of the Contract. The contract time may be changeRi only as set f6rth in Section C7-7.$ EXTENSION OF TIME OF COMPLETION of this Agre-emen1, and a progress schedule small not constitute a chango ire the contract time. .7-7.4 LIMITATION OF OPER nO S The working; operations shall at all times be conducted by the Contractor so as to create a minim rn amount of inconvenience to Lhe public. At any time where. in the judgmMt of the Engineer, the Ciontr=tor has obstructed or closes or is ca n-ying on. operations in a portion of a street or public way greater them is necessary for the proper execution of the work, the Engineer may inquire the Cnntmclor to finish the section on which Qpemtioris arr, iri progress before the work is commenced on any additional section or srreet_ C7-7.5 C H A RA CTER OF W 0RKMEN AND EQ UIPME NT Local labor shall be used by the Corzmmor when it is avadahle. The Contractor may bring Frorn outside the City of Fort 'WQrth his key mere and hds superintendent. All other workmen including equipment operators may be impor[ d only after the lorai supply is exhausted. The Contractor shall employ only such superintendents, foremen, and workmen who are careful, cornpeteM and idly qualified to perform the duties and tasks assigned to theme, and the Engineer may d=nand and secure the summary dimd5sal of any pffsan or persons employed by the Contnctor in or about or on the work who, in the opinion of the. Gwav-r. shall misconduct himself or to be found to be incompetmt, disrespectful. irtzerngerate.. dishonest or otherwise objectionable or neglecrftd in the proper performance of his or their duties, or who neglect or refuses to comply with or carry out [he direction of the owner, and such person or persom shall not be employed again the eou without written consent of the Engineer AE workmrn shall have sufficient shill, ability, and expefiencc to properly perform the work assigned to them and operate any equipment necessary to properly carry out the performance of the assigned dmies. The Contractor shall finziish and maintain on the work all such equiprnmt as is considerer) to be necessary for the prosecution of the work in an acceptable marantx and at a satisfactory rate of progress. All equipment, toois, and macbdnery used for handling materials and executing any part of the work shall be subject to the ,approval of the Engineer and shall be maintained iri a -satisfactory, safe and efficient working condition. Equipment on any portion of the work shall be such that no injury to the work. Workrnen c adjac=ent property will result from its use, C7-7 ( ) C7-7.6 WORK SH1;DLILE Elapsed working days sba11 be computed starting with the first day c tfxe work completed as defined in Cl-1.23 "WORKING DAYS" or the date- stipulated in the "WORK . ORDER" for beginning work, whichever carnes first. Northing in these Contract Documents shall Ne construed as prohibiting the ContTactor from working on Sttttuday, Sunday or Legal Holidays, providing that the following req U1Fe rents are met: a. A request to work on a specific S atuMay, Sunday or Legal Holiday must be oracle to the Engineer no later that the preceding Thursday. b. Any work to be done on the prpject on such a specific Sarz(fay,.S unday or Legal. holiday must be, in the opinion of the Engineer, essential to the timely completion of the project. The Engineer`s decision s &11 be fiaal in response to such A request For approval to work on a specific Saturday, SuRday or Legal Holiday, and no extra eampensation shall be allowed to the Contractor For any work preformed on suer a specific Saturday, Sunday or Legal Holiday. C'aIendar Days shall be define in C:1-24 and Lhe,Contractor may work, as he so desires. C7-7.7 TIME OF COMMEN CEIN4ENT AND CDl.+1tP l"'ON The Cantmetor shall co, encr- the working op=hnns Within fire tune specified in the Contract Qocuments and set forth iii the Work Order. Failure to do so shall be considerby the owner as abamdvnment of Lhe Contract by the Contractor and the Owner may proceed as he sees fit. The Contractor shall maintain a rate of progress such as will insure that the whole work will be performed and the premises cued up in accordance with the Contract Do47urnenLs and with n the time estabIishcd In such documents and such extension of time as my be properly authorized. C7-7.8 EXTENSION F-rEME COMPLETION The Conte aor's request for an extension of time of completion shall be considered only when the request for such extenrsion is submitted in wrung to the Engineer within seven days from and after the time alleged cause of delay shall. occurred. ShoWd an extes'nsiort of time cfcompletion be requested such request will. be forwarded to the City Council For approval.. In adjusting the contract time for completion of work., considemtis}rt will be phren [o unforeseen causes beyond the control of and without the fault of negligence of the Contractor, fire, flood, tornadoes, epidmics, quarantine restrictions, strikes, embargoes, or delays or sub-contractors due to such causes. C7-7 (?) When the date of completion is basad on a calendar day bid, a request for extension of time because. of incle-rncnt weather will not be considered. A request for extension of time due to inability to obtain supplies and materials will be considered only when a review of the Contractor's purchase order dates and other pertinent data as requested by the llnginear indicates [hat the Contractor has made a bonafide attempt to secure delivery on schedule. -Mis shall include efforts to obtain the supplies and materials from altcrriaie sources in corse the Ent source cannot make delivery. If satisfactory execution and compht en of the contract should require work and materials in greater arnounts or quantities than those set forth in the approved Contracts- Documents, thea Lhe contract time may be increased by Change Order. C7-7.9 DELAYS The Contractor shall receive no compensation ror 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 materia.], if any, which is to be #tarnished by the. City. When such extra► compensation is claimed, a written statement thereof shad be preserved by the Contractor to the Engineer and if by the Engineer found corm; shall be approved and re[erred by the Engiuuecr to the City Council for final approval or disapproval: and the action thereon by the City Council shall be final and binding_ If delay is caused by specific orders given by the Engineer to the Cir} Council for Ketal approval or disapproval; end. the action, thereon by the City Council shall be Final and binding. [f delay is caused by specific orders given by the Engineer to stop work, or by the performance of extra work, or by the failure of the City zo provide maternal or necessary instructions for carrying on the work, then such delay will entitle the ontr=ar to aryl equivalent extension of time, his application for shall, however, be subject to Lhe approval of the City Council: ani no ankh extension of time shall release Lhe Contractor or the surety on his performance bored Elven all his obligations hereunder Which shall remain in full force until the-discharge uhf the contract. C7-7.10 TIM E OF COMPLET ION The time of completion is an essunria l element of the Concract Each binder shall indicate in tine appropriate place on the Iast page of the pmposad, the number of working days qr calendar days that:he wit] require to fully complete this contract c the time of completion will be spe6fii5 d by the City in the proposal section of the Conn-act Documents. The nwnber of days indicated stuall be a realistic estimate of Lh&- time regtfinA to complete the work covered by the specific contract being hid upon. The arna+.znt of time so stated by the successful bidder or the City will become the time of completion spe6fied in the Corxtrac.t Documents. For each cafe Oar day that any work shall remain uncompleted after the time specified in the Contract Documents, or increased time ranted by the owner, or as automatically increased by additional work or materiais ordered after the contract is signed, the sum per day given in the following schedule, unless otherwise specified in other parts of the U-7 (4) Cantract Documents, will be deducted from the monies due the Contractor. not as a penalty, but as Liquidated damages suffered by the Owner. AMOUNTOF CONTRACT. ...... ..... ........................................................... ..,................. .... ............................................................... .. ........................MMOUAlT OF LIQUIDATED DAMAGES PER DAY Less than S 5,000 inclusive S 35,00 to S 15,000 inclusive S 45,00 5 15;001 to $ 25,00(7 inclusive 5 63.00 25,001 xp S 50,000 incursive 5 105.00 50,001 to. S 100[000 inclusive S 154,00 5 100,001 to S 500,000 inclusive~ S 210:00 5 500,000 to 51,000;000 inclusive S 315.00 S1,000.001 ...................................--------- ...........................................................--...to 2,WO,000.................... .,...--.........., .................................... inclusive.................... ........._.................................................. 3 420X-0 S2.000"000 and over........ .. ........ .................. .._._........................................... .... ...................................................... ............................. 5 630.00 The parties hereto understand and agree that any harm to the City caused by the Contractor's delay in completing the worm hereunder in the time spe6fied by the Contract Do=ments would be incapable or very difficult to calmdate clue to lack of accurate information, and that the "Amount of Liquidated Damage Per Day". as set out above, is a reasonable forec= of just compensation due the city for harm caused by any delay, C-7.11 SUSPENSION BY COURT ORDER The Contractor shal l suspend operations on such part or parts of the werk ordered by any coat, and will not be entitled to additional ccmpewsarion by virinae of such come order. Neither will he be liable to the City in the event the work is suspended by a Court OTdeur_ Neither will the Cwncr by Liable to thea Contractor by virtue of my Court Order or action for which the Owner is riot solelyr responsible. C7-7.12 TENIPORARYSUS?ENSION The Owner shall have the right to suspend the work operation wholly or in part For such periad or periods of time as he may deem necess2zy due to unsuitable weather conditions or any other unsuiiable< conditions which in the opinion of,Fie Owner or Enjg peer cause further prosecution of the work to be unaat;sfactory or detrimental to the interest of the project. During tempara3 suspension of the work covered by this contract, for any rea-qon, the Owner will make no extra payment for sra.cad-by time of co)nstmctiorr NOpmernt and/or constmetion crews. C7-7 (5) ray'} �:•�: ! :r:,U;, If it should become nec=ary to suspend work for an indefinite period, the Contractor shall store all materials in such manner that they will not obstruct or Impede the public, unnecessarily nor become damaged in any way, and he, shall take every precaution to prevent damage or deterioration of tate work performed; he shall provide suitable drainage about the work, and erect tempDMr—y structures where necessary. Should the Coriteactor not be able to complete a portion of the project due to causes beyond the control of'and without the fault or negligence of the Contractor as set forth in ftmgraph C7-7.3 EXTENSION OF THE TWE OF CC7MPLETION, and should it be determined by mutual consent of the Contractor and the Engineer that a solution to allover cornstruc:tion to proceed is not available within a rewortable period of time then the Contractor may be reimbursed fdr the cost of moving his equipmertt off the job and returning the liecessasy equipment to the job when it is determined by the Engineer that construction may be resume. Such reimbursement shall be based on actual wst to the Carttravor 0f m0Ang the equipment and no profit +rill be allowed. Nn reirnbt cement shall be allowed if the equipment is mored to another construcrion protect for the City of Fort Worth. The Contractor sh-alI not suspend work without wri nen notice From the Engineer and shall proceed with the work operations promptly when notified by the Engineer to so resume operations. C7-7.13 TERMINATION OF CONTRACT DUE TO NATIONAL EMERGENCY Whenever, because of National Emergency, so declared by the president of the United Mates or otherlawful authority, it bccorniz impossible for the Contractor to obtain all of the neccs&uy labor, materials, and equipment for Cite prosecution of the work with reasonahle continuity+ for a period oF'two months. the Contactor shall wi[hia-seven days notify the City in writing. giving a derailed statement of the effbas which have been trade arrd listing all necessary "terns of labor, rnaterials, and equipment not obtained_ lf. after investigations, tete owner herds neat such conditions existing and that the inability of the Con=dor to proceed is not attHbuta.blc in whole or in part to the fault or neglect of the Contractor, than if the Owner cannot after reasonable efforts assist the Ccntracror in procuring and ruaki�ng available the necessary labor, materials, and egwpmcnt within thirty days, the Contractor may request the owner to tcnTn nate the contact and the goner may comply with the tequest, and the terminadon shah be conditioned and based upon a Final settlement mutually acceptahle to both the o n �nd the Contractor and Final payment shall be made in accordance with the terms of the agreed scttlunent, which shall include. But not be limited to the payment for all work executed but not anticipated profits on work which has, not.been performed. 7-7.14 SUSPENSION OR ABANDONMENT OF THE WORK AND ANNULMENT OF THE CONTRACT The work operations on all or any portion or section of the work under Contract shall b� suspended immediately on written order of the Engineer or Chi Contract may be declared canceled by the City Council for any good and sufficient. cause. Thr, Following, by way C7-7 (G) of example, but not of limitation, may be considered grounds for suspension or cancellation; a. Failure of the Contractor to commence work operations within the time specified in the Work Order issued by the Owner. b, Suhstantial evidence that progCesS of the work operations by rhe Contractor is insufficiwt to complete the work within the spe6fied t me. C4 Failure of the Ccntractor to provide and maintain sufficient labor and equipment to properly execute the working operations. d. Substantial evidence that the Ccntractor has abandoned the work. e. Substantial evidence that the Contractor has become icsolvent or bankrupt* or athervrise fivanciaiIy unabie to carr} nfl the work satis€actori Iy. E Failure on the part of the Contractor to observe any ragwr=ents of the Contract Douumenu or to comply with any orders given by the Engi-ncer yr Owntcr provided for ire these Contract Documenis, 91 Failure of the Contractor promptly to make guod any defect in rnateria,ls or workmanship, or any defects of any nature the aorrecticn of which halt bet= directed in writing by tho En&ecr or the Owner. h. Substantial evidence of callw%ion for the purpose of illegally procuring a contract or perpetrating fraud on the City in the construction of work under contract. i_ A substantial indication that the Contractor has made an unauthorized assignment of the contract or any funds due there Emm for the benefit of any creditor c rer any other purposes. i if the Contractor shall Cor any cause whatsoever riot carry opt the working uperation in as acceptable manner. is if the Contractor commences lei action againmt the Owner. A Copy of the suspension order or action of the City Council shall be served on the Contractor's Sureties. When work is suspended for any cause or causes, or when the cj.ontract is candled, the t;ontractcr shall discontinue the work a such part thereof as the owner shall designate, w hercupon the Sureties may, at their option, assume the contract or that pardon thereof: which the owner has ordered the CGntracw to discontinue, and may perforin the same orTnay, with wri rtea consem of the owner, sublet the work, or that portion of the work' as taken over, provided however, that the Sureties shall exercise their option, if at all, within two weeks after the written notice to discontinue the work his 7-7 ( ) been served upon the Contractor and upon the Sureties or their authorized agents. The Sureties, in such zvent shall assume- the Contractor's glace in all respects, and shall be paid by the Owner for all work performed by them in accordance with the tarns of the Contract Documents, All monies remaining due the Contmctm- at the tie of this default shail thereupon become due and payable to the Sureties ai the work progresses, subject to al10 r he terms of the Contract Documents. In case the Sureties do not, within the hemi aabove, specified time, exercise their right and option to assume the contract responsibilities, or that portion thereof which the owner has ordered the Cantmetor to discontinue, then the Owner shall have the poorer to complete, by contract or otherwise, as it may determine, the work herein described or such work there-of as it may deem necessary, and the Contractor hereto agrees that the Owner shall have the right to tame possession of and use any materials, plants, tools, equipment, supplies. and grope tyr of any kind pravided by the Contractor for the purpose of curyir3g on the work and to procure, other tools, Nuipment, materials, labor anti property for the completion a the work, and to charge to the account of Lhe Cc3ntractor of said contract expense fir labor, materials, torics, equipment. and all expenses incidental thcretn. The Owner shall not he rewired to Atain Lhe lowest bid fon the work cornpleting the contracr. but the expense to be d educted shall be the ac=1 cot of Lhe owner of+such work. In case such exposes shall exceed the amount which wouid have been parable unde-r xhe Contract if the same had been completed by the Contract, then the Contractor =d his Sureties shall }gay the amount of such excess to the C iry on notice from the Owner of the excess,to the City on notice train the Owner of the excess due. Whcn any particular part of the work is being carried or} by Lhe ovmer by contract or otherwise under the provisions of this swtior4 the Contractor shall continue the m-mainder of the work in nformity with the ten is of the Contract Documents =d in such a rnamm as to riot hinder or interfere with the performance of the work by the Owner. C7-7.15 FU L F I LLM ENT OF CONTRACT The Contract will be considered having been fulfilled, save as provided in an y bond or bonds or by law, when ad the work and all sections on parts of the project covered by the Contract Documents have been finished ,and complete. the final ins-pection made by the Engznrer, and the mal acceptance and final payment made by the Owner- C7-7. wner_C7-7.]fi TER-M TER-MIN ATION FOR CONVEN iE-JCE OF THE OWNER The performance of the work under this contract may be terminated by the owner in whole, or from time to time in parr, in accordance with this section, whencvcr thrOwner ,ihalI detez mine that such termination is in the- best interest cif the Owner. A. NOTICE OF TEIL IES_ ATIO : Any Termination shall be erected by mailing a notice of the termination to the Contractor specifying the extent to which performance of weak under the contract is terminated, and the date upon which such termination becornes effective. Receipt of the notice shall be deemed conclusively pmsumed orad established when the letter is piaced in the United States Mesal Service Mall by the Owner. C7-7 (8) Further, it shall be deemed conclusively presumed and established that stch termination is made with just cause as therein stated; and no proof in any ciairro., dernAnd cr suit shall be required of the Owner regarding such discretionary action. B. CONTRACTOR ACTION— After receipt of a notice of teumi.natiort, acrd except as otherwise directed by the, EagLueer, the Can=tor shall: 1. Stop work under the contract na the date and to the extent specified in the notice of termination; 2. place no mer orders or subcontracts for materials, services or Facilities: except as may be necessary for Gompletiork of such portion of the work under the contract as is not termin aced; 3. terminated all orders and subcontracts to the cment that they rclate to the performance of the work terminated by notice of term i nation; 4. transfer title t0 the Owner and deliver in the maser, at Lhe times. and to the extort; if any, directed by the Engineer: a. the fabricated or urs-rabrirated parts, work in progress, wrnpleted work, snpplies and other materials produced as part of. or acquired in connection with the performance of, the work terminated by the notice oFthe,terminatio n, and b. the cornplet4 or partially completed plans, drawings, inform4oa =d other property which. if the contract has been compieted, would have beet: required to be fiordshed to the O%"er. 5, cornpiete perfarn =ce of such work as small not have been terminated by the notice of termination; and G. take such action as may be necessary, or as the Engineer may i direct; for the prvteotion and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest, I C7-7 (9) At a time riot later than 30 days after the termination date specified in the notice of termination, the Oorftrwor may submit to the Engineer a list, certified as to quantity and quality, of any or 4 items of termination inventory not previously disused oF, e:tolusive of items the disposition of wWch has been directed or authorized by Engineer, not tater than 15 days thereafter, the owner shall accept bile to such it=s provided, that the list snbmittod shall be subject to verification by the Engancer upon removal of the items or, if the items are stored, within 45 days From the date of submission afthe Iist, and any neeessmy adjustmonts to correct the list as submitted, shall be made prior to final settlement. C. TERMINATIO CLAIM: Within 60 days after the notice of terraination, the Contractor shali submit his termination claim to the Engineer in the form and with the cer'[ification pr-scribed by the Engineer. Unless one or more extemians in writing are granwd by the Own-er upon request of the Contractor, made in writing within such 60-day period or authQri zed extension thereof, any and ail such claims shall be concIusivel y deemed waived. D.. AMOLY TS: Subject to the provisiow of [tem C7-7.1(C), the Contractor and the Owner may agTee upon the whole or any part of the amount or amounts to be paid to the Contractor by reason of the total or pamaJ termination of the work pursuant hereto; provided, that such agreed amount or amounts shall never exceed the total contract price reduced by the amount of payments otherwise made: and as further reduced by Lhe contract price not terminated. The mntract shall be amended accord ugly. and the Contractor shall be paid the meed amowms. No amount shall be due For lost or anticipated profits. Nothing in C7-7.1.6(E) hereafter, prescribing the amount to be paid to the Contractor by reason of the tern ination of worts pursuant to flus section, shall be de=i ed to lirnit, restrict or otherwise de<terrnir}e or 2Lffect the amount nr ama=s wKich may be agFeed upon to be paid to the Contractor pursuant to this para ph. E. FAILURE TO-AGREE: in the event, of the railurc to Oantractor and the Owner to agreed a!� provided in 7-7.16(D) upon the whole amount to be paid to theCon-actor by reason of the t=inatyon of the Work pursuant to this section, the Owner shall determine, on the basi8 of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the C0ntract0r the amounts det.ennined. Tho amount shall be due for lost or anticipated profits. F DEDUCTIONS: In arriving at the arnount due the Coritiractor urnde'_r this section there shall be deducted; C7-7 (l 0) i 1, alI uriliquidated advance or other payments on accotutt theretofore made to the Contractor, applicable to the terminated portion of this contract; ?. any claim wideh the Owner may have against the Contractor in connection with this contract;and 3. the agreed price for, or the proceeds of the sale of, any materials, supplies or othcr things Kept by the Contractor or sold, pursuant to the provisions of this clause, and not .otherwise recovered by or credited to the Owner. O. ADJUSTMENT: if the termina4vn hereunder be partial, prior to the setttement of the terminated portion of this contract, the Contractor may file with thu Engineer- a request in writing for an egwtable adjustment of the price or prices specified in the contract relating to the continued portion of the contract; (the portions not terminated by notice of termination), such equitable adjustmem as may be agreed upon shalt be made in such price or prices; noting contained herein, however, hall limit the right of the owner and she Cuatractor to agree upon the amount or amounts to be paid to the Contractor for the completion of the continued poruon of rhe contract when said contract does not contain an established contract.pnce: for such continued portion H. INC LIMtTALLTION OF RIGHTS. Noting cD ained in this section shall limit or alter the rights which the O ncr may have for termination of this contract under C7-1.714 hereof entitled "SUSPENSION OR ABANDONMENT OF THE WORK AND ANTULIMEN`I` OF CONTRACT' or anY other right which the Owner may have for default or brach of contract by Contractor. C7-7.I7 SA-FETY METHODS AND PRACTTCF. The ccntmctor shall be responsible for initiating, maintaining and supervising all safety prec3uti,am and programs in cormectian with the work-at alt times and shall assume ail responsibilities for their enforcement. The: Contractor shall comply with federal„ state, and total laws, ordinances, and regulafiow so as to protect penan and pmperty from injury, including de th, or damage in connection with the work. C7-7 (l 1) i PART C— GEWERAL CONDITTON -8 MEASURLEMENT AND PAYMENT SECTION CS-8 MEASUl UM ENT AND PAYMENT G3-8.1 MEASUREMENT OF QLIANTITiES The determination of quantides of work per'fnr ed by the Ccntractor and authorized by the Contract Documents acceptably completed under the terms of the Contract Documents shall be made by the Engineer, based on measurements made by the Engineer. These measurements; will be made according to the United States Standard Measurements used in common practice, and will be the actual length, area, solid contents, numbm, and weights of the materials and item inmtalled. 8-8,2 UNIT PRICES When in the Proposal a "Unit Price" is set forth, the said "Unit price" shall include the Furnishing by the Contmctcr of all labor, tools, mater--W5, machincry, equipment. appliances and appurtenances necessary fox the consttuctiun of and Lh'e completion in a manner acceptable to the £ng�nm of all work to be done under these Contrct Documents. The "Unit Price" shall include all permanent and temporary protection of overhead, surface. and underground structures, cleanup, finishing costs, overhead expense, bond, insurance, patent Fees, royalties, risk due to the elements and other clauses, deiays,. pmfirs, 1111-uzies, damages claims, taxes, and all other items not speeificail_v mentioned that may be required to fully construct each item of Lhe work completed in place and in a satisfactory condition for aperatiorz. CS-8.3 LUMP SUM When in the "Proposal„ a "Lump Sum" is set Furth, the said "Lump Sum" shall represent the total cost for the Contractor to furnish all labor, tools, materials, machinery, uipment, appurtenances, and all subsidiary work necessary for the construction and compierien of all the work to provide a complete and functional item as-detailed to the Special Contract Documents andfor Plans. C8-8_4 SCOPE OF PAYMENT -ne Contractor shall receive and accept the compensation as herein provided, in full payment for furnishing all labor, tools, materials, and incidentals for performing all work contemplated and embraced antler these Contract Documents, for all loss and damage arising out of the Mature of the work or from the action of the elements, for .any Lmforeseen defects or obstmc-dons which may arise or be encountered during the prosecu#ion of Lhe work at any time before its finai acceptance by the Owner, (except as provided in paragraph C5-5. 14) for all risks of whatever description connected with the prosecution of the wdrk, for all expenses incwTed by or in cons-equence of the suspension or discontinuance of such prosecudon of the working operations as herein specified. or any and all infring ments a F patents, tmd.e marks, copyrights, or other legal reservanions, C -8 (1 ) and for completing the work in an =ceptable manner according to Ehe terms of the Contract Documents, The payment of any greet or partial est-imate prior to the final acceptance of the wDrk by the Owner shall in no way constitute an acknowledgment of the acceprunoe of the work, materials, or quiprner#t, nor in any way prejudice or affect the obligations of the an"dor to repair, correct, renew, or replace at his own and proper-expense any defeats or imperfccdaas iri the construction or in the strut or quality of the material ►wed or equipment or machinery fiu-nisbed in or about the con trwion of the work under contract and its appurtenances, or any darna:ge due or attributed to such defects, which defects, imperfections, or damage, shall have been discovemd on or before the final acceptance of the work or during the one year guamrnty period after the fa.nal acceptance.. The Owner shall be the sole judge c such defecu, imperfections, or damageTand the Contractor shall be Iiahle to fe Owner l`or failure to correct tie same as provided herein. CH-8.5 PARTIAL ETMA`FE AND RETAINAGE Setween the 1"and the 5'�' day of each month, the 0ontractor small submit to the Engin= a ststemm showing an estimate of the value of work done wring the previous month, or estimate peri cd under tl7e Contract Documents. Not later than the I e day of the month, the Engineer shall verify such esti.rnate, and if it is found to be acceptable and the value of tine work.performed since the last partial payment wu made exceeds onehundred dollars (S106-GO— S106.QO_ pn in aount 90"/o of such estimate sum will be paid to rhe Contractor if the total contract amount is less than S400.000M, or 95% of such ctstimated sum will be paid to the- Can dor if the total cantract amount is 400,000,00 c greater, within t enry-give (1-5) days after the regida-T e!itimate period. The City will have the option of preparing estimates on forces fuurxi firm by the City. The partial estimates may include acceptable nonperishable materials deliverrd to the work which are to be incorporated irnro the work as a permanent part thereof, but which at the time of Lbc estimate have not been instal Ied (such payment) will be allowed on a basis of 85% of the nor invoice. value thereof}. The Contractor shall furnish the Engi.aeer such informatioa as lee may request. to aid him as a guide in the verification or the preparation arpwtial mtim atm. It is =derstood that partial estimates firom month to month will be approminiaely only, all partial monthly estimates and payment will be subject to correction in the &stimaze rendered.following the discovery of an error in arty prericus esdmafe, and such estimate shall not, in any respect, be taken as an admission of the Owner of the amount of work done orof its quantity o f'sufficiency, or as an acceptance of the work done or the release of rhe Comuctor c any of his respoisibilities fancier the Contract Documents, The City reserve the right to withhold the payment of any monthly estimate if Lhe Contractor fails to perform the worst strictly in accordance with the specificawns or i provisions oftEs Contract. i C94.6 WITHHOLDINO PAYMENT Payment on any estir'rtate Or- estimates may be held in whey-ance if the pt�rf'ormmance of the construction operations is not in accordance with the requirerrsents of the Contract Documents. C8-8.7 FINAL ACCEPTANCE Whenever the improvements provided fir by the Ciontmet Documents shall have bcerj completed and X11 requirements of the Contract Doctjmcnts shall havQ been completed and all requirements of the Contract Documents shall have been fulfilled on the part of the contractor, the (contractor shad notify the 1ln&eer in writing that the improvements are Teady for hinAl inspection- The Engineer shall notify the appropriate officials of the Qvmer, will within s re onable time remake such Baal insper.Hon, and if the work is satisfactory, in an acceptable condition, and has beEn completed in accordance with the terms of the Contract Dccuments and all approved modifications thereof, the Engineer will initiate the processing of the final esrimatt-_ and recoFnmend final acceptance of Lhc prrmject and Final payment. then-,of as € utlines in paragaph 08,8.8 below. C;8-8_3 FT AL PAYMENT Whenever all the improvemcmts provided for by the Contract Documents and a I approved madifrcaticm thereof shall have beer] completed and all requirements of the Contract Documents have been fulfilled on the part of the Contractor, a Neral estimate showing the value of the work will be pr ared by the Engineer as soon as the necessary measurements, cornpumtions, and chi=ks car, be made. All prior 4�tstima€es upon which payment has been made are:subject to necessary cormcdcns or revisions in the final payment_ The amount of the Final estimate, less previous payments and any Burns that have bmm deducwd or retained under the provisions of the Contract Documents, will be paid to the (contractor within 60 days after the hrW acceptance by the Owner on a proper resoIution of she City Council, provided the Ccnmac ror has ftimished to the owner satisfactory evidence afro rpIiance as follows: Prior to submission of the final estiraatc for paymcn1, the Can tractor shall exe+cutc an of idavit as furnished by the Ciry, certifying that; A. all pemons, firms, associatim corporation, or other organizations Nmishin labor andlor materials have been paid in Full, B. that the wage scale established by the City Council in the City o f Fort Worth has been paid, and C. that there are no claims pending for personal injury and/or propeiry damages. The acceptance by the Contractor of the last or Fina.i payment as aforesaid shall operate a and shall release the owner From all claims or liabilities under the Contract -For anything done or furnished or .relating to the work under the Cnntmct Docur€tents or any act or neglect of said City relating to or connected with the Contract. C8-8 (3) The making of the Enal payrnernt by the Ownee shall not relieve the Contractor of any guarantees or ether rcquirements of thg Contract Documents which specifically continue thercer. CE-&9 ADEQUACY OF DESIGN It is understaod that dic Owner believes it has employed competent engin=s and deni urs to prepare the; Contract Documents and all modifications of the: approved Conamet Documents. It is, thcrefone. agreed that the Owner shall be responsible for the adequacy of its own design features, sufficiency of the Contract Documents, the safety a f the structure, and the practicability of`the operations ofthe complete proje:et, provided the Contractor has complied with the requirements of the said Contract Docummts, all approved modifications thereof, and additions and alienations thereof approved in writing by the Owner. The, burden of proof of such compliance shall be upon the Contractor to show that he has complied with the Contract Documents, appmved modifications thereof, and all alternations.thereof: CS-8.10 GENERAL OUARAI TY Neither the final certificate cf payment nor any provision in the Contract Doc=ents nor parrsaj or entim occupancy pr use of the premise by the .Owner shall constitute: an acceptance of the work not done in aceoroarice- with the Contract Documents or relieve Lhe Ccntrcctor of IIabIIiry in respect to art} express warrm fies, or responsibiIity for faulru materials or wmk nanship, The Contractor sha31 rerrrnerdy any defects cr damages in the work and pay For any dumage to the: cher work resulting there limn which shall appear v�rithin a p=_ad afone year fronto the date of ftnal acceptarice, of the work uniess a tenger period is �pecificd and shall furnish a good zod sufficient maintenance bond In the amount of 104 percent of the amount of the caf,tract which shall assure the performance of they general guaranty as above outlined. The Owner will give notice of observer defects with reasonable promptness. C8-8-11 SUBS CDfARY WORT Any and all work specifically governed by documentary requirements for the project, such as candirions imposed by the Plans, the General Contract Docurnrnss or theses Special Contma Documents, in which no specific item fear bid has been provided for in the Proposal, shall be cnnsidued as a subsidiary item ofwork, the; cost of which shall be included in the price bid in the Pruposal, for each bid tern. Surface restoration, rock ex=vatic n and cleanup are Ben urad items c work which fall in the :ate gory of subsidiary oTkC CF-8.1"? MIS CELLANEOUS PLACEMENT GF 1%iATER1AL Material may be allocated under various bird iiurns in the Proposal to establish unit grice�% for miscellaneous placement of mawHal. These materials shall be used only when 1 directed by the Engineer, dupe-nding on field conditions. Payment for miscellmeous placement of rnaterfal will be made for only that amount of material used, measured to the nearest one-tenth unit. Payme7nt for miscellaneous plac=ent of marerial shall be in accordance with the Gene TW Contract Documents mghrdle ss of the4 aural amount unused for the Projw. CH-8 (4) 8-SA RECORD DOCUMENT The Contractor shall keep on record a copy of all specifications, pians, addenda., rncdificadons, shop drawings. and samples at the site, in good order and annotaxed to show all changes made during the construction process. Tbe5e shall be delivered to the Engineer upon completion of the work. PART C I UPPLEM ENTAL CCNDITI0f TO PART O GENERAL CONDITIONS SECTION Cl : UPPLEMI?lV'r'ARY CONDITIONS TO PART C - GENERAL CONDITIONS A. figieral Tl1csc: 5upplcn.hent:kry culidIIi0m amend or supglemcnt the General Conditions- of-the Col.itract and othex provisions of the Contract Documa,Tlts as indicaied below, Provisions which are no so amended or supplt;rr>ented rernain iu full farce and affect, B, C"84.5 PARTIAL ESTIMATESA D RETAINAGE., Page Cly- �2), should be deleled ill its =tiretyf and replaced with Ilie following; Partial pay estimates shall ba skthmilled by the Codirector or preparcd by Ilse City on the 51h day find 20ih day of each month that th1 ,- work is iri progress. The e%timale shall Cie prnceedcd by the Cily on Ili e. 10th day and 25Ili day respect ivclY. CMirndtes will be paid within 25 days following the enol oFIhr, estimate period, fess Ilie appropriate rel aIIla ge as. set out Below. Partial pay estirrrates may include ti=plable nw9perishable materials delivered to the work place- whic11 are to be iiico poratecl if LIP Ilio: work as a perinanen( part thereo f, but whick at tyle limrof-IIle pay e-;fmete have not been so insta1led, If such niatedaIs are irwluded within a pay estimate, payment shall lie based tapon 5% uf'the'nel vcrxce vaiuc thereof: The Contractor will furnish the Engi iecr ouch info rmatiorn as may be reasonabIy rctluegted to aid in the veriiicatidn or Ilse preparation Qfthe pay estinlate. For cow racts of less than $400,000 at tltie tjnie of exccution, rot aiiiage shaII be tori per eenI (I01/1k,). Farr contrw(ts of$400,000 or mare of the Lime caFcxeculion, retainage shaII be five percent (5%), Contractor 01211 Pay subcanlradors in accord with''thib Ohco111racl agreenlent within five. (5) business vias afker-receipt by Con Irartor of the payment by City. Contractor's laiIure to inhke the requirrd payments to subc4-mlraetors will atahonze Che City to Wiffillold Future psiytintlts Froin tide Contractor until curnpliaraawe wilh this parap-aph is :cCcomplished. 1t is understood-that (hr, panial ptiy estimates.w It be approxiliiate on]y, incl al parlial pay catiniates and paymew of sarric will be, subject to c�Irrectinn in the estimate rendered Fallowing the discovcry of the rni.stake in any previous estirnale. Partial payment by Owner for th €!t.e am of work, done or of its quality car sufliciency-or acceptance of Ill work done; shall clot reCe the C.bnlruc' OF Of ally of its 5�s nsihililies U11der the Coiitmct f ocum.ents. Tile City rUserves the right to withhold thL payiiiemt or arly partiAl estimates if" the Con Iraclor fails Io perFomi the work in strict accordance with [lie spc ilications or other provisions of this contract, C. flat[ C - Cenercll Conditions: Panngrnph C3-3.1 1 cFIll e CeneraI Conditions is deleted and rop.1aced wiIli D-3-of Pan D - Special Conditions. D, 0-311 INSURANCE: Page 0-1 (6.): Delete subparngraph "'g. LOCAL AC;ENT I!OR INSURANCE AND BONDING" i Revised Pg. 1 i 10/241D2 E. 6-6.12 CO RESPONSIBLiTY FOR DA. E C L.ATM'S- Page C6-6 (8), is deleted in its entirety and replaced with (lie following- Contractor ccivcmtints and agrees to indemnify CiLy's engineer and architecl, and their personntd at tlye project site for Conlraulor's Buie negligtaxe. In addition, Contractor covenants and agrees tQ ivemnify, hQkl harmiess and defend. ',Lt its town expen-,e, the Owner, its officers. scrvar,ls and umpioyee,, frim and against any and all claims oT suits ror l-imperiy is ss, property damage, ptnoinal injury, including dearth, arising out of, or Alleged to arise out of, the work and services to be pezformed hemunder by Contracter, its offi.pers, {agents-, employees, subcontractors. l.icearsec:s or invitees, € hedeer or flat rrrrj� srrcTa r`n}iryr dLJfiva, f? or desub is uti,ssrrl, in whole r+r .irr_. rr . by the nngLogence or alleged negligence of0imer, 1lY offflivers, servants, err• elrrpfupees. Contractor likvwkw wvcnants and €agrces to indcarrnitj and hold hari nless (lie Owner from and a inst any and all injuries In Owner's officers, servants and employees and !Lny damage, loss or destnrction to property of the Owner arising frt)m the Performance;of any of the tea-ins and conditions of this ConLraact, "Pherher• or real areae Yueh iniury or danigge is caused ;u whole or in peer l by the nggWwee or alleged negligence o .Owner, fts effrcers� ser urr�r�s rte efr�l�Zr��es. — hi the event Owner r eives a mitten claim for damages agaih t the Contractor err its subcontractors prior to final payrnent, .l nal paymmt shall twat lie madc unxa1 Contractor eiIher (a) srGGrtails to Owraer satisfactory evidence that the claim has heen settled and/or a rrlIv&se ftom the claimnnt involved, a (h) provides {owner with a latter Frurn C'ontraclor`;r liability ilrsurancc cza ier that the cIaIm Inas beer€ referred to the insurance carrier. 7 lie Director may, if he deems it aptiropri€rte, refuse to accept bids ort otht�r City of Fort Worth puhIic work from a Contractor against whoni a claim Cor damages is o€€tstanding as a result of work perforrtred ander a City Cbntract. F. INCREASED OR DECREASED QUANTITIES: Part C - Gerrard Condi Iions, Sedtion C4-4 SCOPE OF WORK, Page C 4-4 ( t), revise paragraph C4-4.3 INCREASED OR DECRE-ASED QUANT1Ti E to read as follows; Vie Owner reserves the rigiat to alter lht yuanlities of the work to he per Formed or to uxtend or shorten tlac irarproventents at miy time when arnd as Found to be neces say, and the Coll tractor shal I Px :f rarni the-wark as altered, increased or dcc,reaed at the uni t prices as egtabiished in the oQnIracl documeyi is. No allowance will be etude for any cliz i-igrs in lost or antic ip:ated profits nor shalt such changer. be considered ne waiving or invuI idating any conditions or provisions oft lie Con trarcI Documents. Varialians in quarrliIics of lqunitary sewer pipes in dee#.li categories slwII be interprewd h6,rein as applying to [lie overall gtaandties of �anitnry sewer pipe in caul pipe sire but r5ol to (lie various depdt categories, Revised P& 1024M 1 G. 0-3.11 INSURANCE. Page--0-3 (7): Add subparagraph "h- ADDITIONAL 1 . S U JUNC'L M.,-QUIREMEb1'7'S" a. 'rhe City, i(s oiTcers, cjrlployees and servants shall be endorseds� An additional irr u-W on C'ontractoT's insuranec policies excepting employer's liability hisurance COVerage uriOdr Csjntractor's workers, C0111PClisatl0)j 111st1rallcc poI1cy. b. Ccrfificatlws of insurance sliall be dclivcri'Wd 10 the City of Fort Worth, 2urdmct administrator int the respective department as specified in 11te bid documrrnts, 1000 Tljrockmortnn Street, Fort Wooh, TX 76102, prior to cornmencen-lent of work on thu comn,icted project. e_ Any Failure on pail of the City to rcque t required insurance doctllnentation shall not constitute a waiver cif the i1isurifrlc:e rmlij i i-Qni v n ts specified herein. cl_ Eadi insurance policy shall be endorsed tcy prnvidc tlje City a lijir muni thirty days police c5 carlccllnLion, raorj-renewal, alDWOr 711'Id HUI change ire policy s or cvvenige. tcrj clays tjotioc shall be acceptable in 111e uvc ut of non-payment of premium_ -- e. Insurers must be authorized to cin busine.F�s -ill the State Or Texas and have a CwTffmt &M. Best rating of A: VO or equi valcrjt mt:murc: of financial strength anti x-olvcrley. E Dodualihlo limits, or self-Tunded retention limits, on each policy rnust i1ot exceed 510,000.00 per occurrence Lin Iess olherwlse approved by the Gil . g. Olio than worker's comperrsatimi Insurance, in lien u traditionaI insurance, Gty may consider aitemaIive coverage or risk I matment fneastlres thmugh in8tirancc pop ls or tisk ret 'pion grmip& The Esity must :approve in wri ling any a I wt paIive coverage. h. Workers' compensation insurance policy(s) covering employees employed on the project shall be endorsed witli a waivor of sUI}rogLLtion pTov A ng rlghIs c rccovery in favor of I lie City. i. -City shaiI nut bt! rcapDnsible for the direct pymeni cFf insurance prorllittlit casts for contractor's insurance. �. C0131 aclues irlsurallce policies shall each be endoused to provide that-siich insuinnce is 11ki131-1ry+ protection and a5y se I F-N Tided or cnrlimareial coverage -mahi(aiiiW by City §11al.l not he called upon Io contrlhtite io loss recovery, k. in #fie course of II�c proicc1. Con Iractor shat l report, in n timely manner, t[) C'iry's i 0MeiaEy clr~signmucl contract adniini91ralor Rny known 10S; OCCLlrrance which could give rise t[1 �1 IirIbjIity e-It1im Ur 1a scri1 0 w11ICh cv4tld TCmiII it a property Ioss. i Revise Pg, 3 10/24/02 L Contrartar's IiabttttyshalI not be Iinaitcd to the specified ammmts of irnsurtjnce -required 1 e min. m. Upw the req.uesi .of City, Contractor shaII prpvidre complete copies o fill insurance policies required by the,se:contract docuill ell ts. fi. C8-8.4 S COPE OF PAYENT: Delete C8-8A, Sowge, cI' Nyment at page -8(I is dalucd in ilg entirety and rep]aeed with the fnllowin . The Coaricior Miall receive and accept the t:opipensatiorr as hexa!-in provided, in fi11l payinent for rumishing all labor, too Is, materials; and ilie idcan tals for perfcrrmin8 al work conte;mplate!d mid embmrg d under thuise Ccmitact Documirnts, for all loss and dtrLmage Qrising out of the nature of the work ot, f'roin the action of the elfa menu, far any unflarcgcen defects or obstruclions which may arise or be cncow-Uered during. the prosecution which rimy arise or he encountered during the prosedutian of the work. at d2iy time hefnre its f'int d acceptance3 by flie Owner, (ex cep k at provided in paragraph CS-5.14) Ior a]I dsks of whaiever dese6ptivii ccnnecwd with the prosecution c the work. 1br al expenses incurivd by or in consequence of the suspension or discontirtuiince of such prosecution of tiro working operations as herein specified. or any arid alt infring-cmerns of paient5, trademarks, copyrights, or other legal reservations, and for completing the work- in an acceptable manner according to the terms of the Contracf Docurlxents. 'I'I1e pttymesrft of any c:urmnI or partial estimate prior to the Lina I acce;pianc.c of the work by t1,e} Owner sh2dI ill 110 way constitute an neknow Iedgixtent of the acceptance of the work, materials, or equipment, nor in' any way prejudice or �5&1 ilje obligations of the Contractor to repair, aonreut, renew, or replace a his own and prolter expense any defects. or imlrerFbeIions is the cc Lion or in the streiigth or quaIit-r of Ill material use-d 0 equipment or machinery furnished in or about the conslmclion o rthu work undver contract and its appkaTW1t nee,;, yr arty daniu8e clue or attributed to such defects, which defects, irnperFeetiorts, ur d=age shaII have beejt discov(-,r•ed ora or before t-1 ie final inspecIian aind acceptance of the work or during the two ( ) year guaranty period after the final accepiancq. `{'he [owner shall be the sole judge of suclrt dufce is, iinperfectiorrs, or dam ge, and the Cmiraetor shall be liable to tlrte Owner for failure to correcl the same as provided IICrM- Jtr, 1, 0;8-8.11)GENFRAL QUARANTY: G)r-lmu CK-S,ill, GrTieral Uurirmnty at page C;8-8(4) is deleted in it<q entirety and replaccO with the following, NeiOier the Ili naI GCrlifrc:iI C 4)FPa,yMciii nor any pi-ovision in the Contraci Dur umf.nis, nur partial or entire oQcupanry or use of the premise by. the Owner stat l con stilute an accepionue cif work oW done in accordanoc! with the Contract Doctrmoiis or relieve Itie Conrractar of 1 iability to regiect Io an express wHrranties or respunsibiIi ty ftir fakrlty r aiv.rials or wrurkrnnnship. Thr,- Co1111rador.-dinII retnedy any detects ear dornases in tfhe work 4m31 fray for an,y damage to (11 her work or property resulting there rrar i which s11a ll appear w niton D period of"va (2)years from the date of final aceel)tanee oI'the work unless a longer period is specified find As I furnish a goad .md suMcieiii maiweriancc hood irk the amoutik 6F 100 percent of tote an-xtukrt o f the cantrutt revised Pg. 4 10/24102 which shall assure On: perlbrrnencu o Rhe gcncrrl I voranty as above nWiTied. The Ocaner will give i3otice rit'ebgerucd def:ccrs wffh ransonable promprness, Any reference to arty shortor period cjf time of warranty contained r~ISew herc within the 9pecifie aIians shalI bu resofved in favor of this �peoitications. it being ttie City'w 111 ton thaI Ihe- Contractor guarantee its work for a period or two (2) years following the Gatto cif acceplwwc of the project. In the S pecial Ili s[rueticiis to Bidders_ TPW ccinIrads pl2u the ro1lo intiP, in heti of IJic existingparagraph 2. J. Part r; - Gunera1 Condi Lions, Sv,c Zion C -2 ME-R13 RETATION AA117 ?kEPARAT]ON OP PROPOSAL, Page C2-2 (4) exchange paragraphs C'2-M.C2- . and C2-2.9 with the following" 2- .7 DELIV ERY OF PROPOSAL. No prop usa] wlII be considered LTT3is del ivelre , accompan rcd icy its proper Sid Security, to Clic Purchasing Mariuger or leis representative at the aFri citrl Iocntion and stated Iiroe set farth in the "Noiict to Biddors. " II is the Bidder's.soIc res poil sibitity tr) deliver the propusa1 at the proper lune w Ilie proper place_ The inure rack Ihat a 1)rvposaI was dispatched w i I I not be considered. Tile 131 Odors rnust have thepl.opog�d acturilly dr.1ivered, Mach proposaI shaII-be ire a s6iIcd envelope plainlyniarkQd with Ill word "PROPOSAL." hurl the name or dEsuri13111 n of the projcck ars dt-signated in the "Notice to Biddcrs," The; envelope shalt be addresgi�d to the NITC h asi Tig M a"ager, City 0F.F00 Worth IIurcbArig ]Division, P.0. Rwo 17-02 7, Fort Worth, Texas 76102. C2-2.8 WITHDRAWING ['R0POS AL : Proposals acIua]Iy filcd wiili the Pure;hasing Man gcr curinal he wi[lid rawn prior to the time scI Cor opening proposals. A regrrw for non-con sidcration ol`a proposal must be; matte iri writii)g, addressed Io the City MlaIla ger, ,qnd fr Iud with him prior Io [lie Ii me set for the opening of proposa-Is, Aller 8.11 proposals riot requested ror non-co nsideia f3 on are opc:nM an-d publicly mad aloud, tete proposals for ]rich Ti on-c onsi derat i oil reilucsts have been property [iled may, at Ihu upiion oFthe Owner, be a-atume'd un,0l)Ci3ed. C2-29 TFL.EGIZAPHIC MODIFICATION OF PROPO AIS: Any bidder rosy mudify his propos aI 1}y IU1dgTaphic comM1IniCation a( aMiy time prior ky I)iu tiliae set for opell ir1L, proposals.. providcd stich telegraphic corz1municutu111 is reoeived by 111e Nirchasing Mmiager grins, Irx the said proposal opeiiing time, and provided furiher, that [lie City Manager is , iti�hcd Ilia( ii written and dulyatrthenlicatucl conllrmalion o[' such telegraphic i;t� mnuF11cation over the skpatm-e of the bidder was rra;aik-A prior to the Pro pasa I opening Iiir c. if such con firrriatiori is not reeeivefd %vi[hin Por y-eight (4$) hairs a11rrr the PrDposaI opening tirrre, r 1 furtliur cons idcraiion will be;given to the pmpmI K. M-3.7 BONDS {C ITY LET IIlZQJEC~'[' : reference fart C, Gum7, 21 Conditions. dated Novem her 1, 1987; (City Jet projects) mAke (h P, following-reVisions; i ]devised Vg. S I W241(12 F 1. page C3-3(3)t the pQragraph after paragraph C3-3.7c1 Cather Bands should fir~ mviied to ri~ad: in order faf a surety to be acceptabie to the City, Lhe surety must (1) hold a certificate of authority from the United Stales secretary of the treasury to qualify as a surety on obligations permitted or required under federal law; or (2) have obtained reinsurance for 2ny l`iabillity in excess of $1.00,000 from a reinsurer ihat 15 aufhorized and admitted as a reinsurer In the state of Teras and is the hotder of a certificate of authority fMm the Untled States ser-retary of the treasury to qualify as a surety on obllgations permitted or required under federal law. Satisfactury proof of any such reinsurance shall be provided to the City upon request. The Ci(y, in its sole discretion, wlII determIna the adequacy 0 the proof r-egu[red herein. L P& C3-3(5) Paragraph C3-3.1 l INSURANCE delete subpamgrnph "a.. COMPENSATION IN IJRAliCT;", 3. Pg, C3-3(6), Paragrapti C 3-3. 1 l [NS URANCE delete subl araaomph "g. LOCAL AGED T FOR INS1.)KAN CE-AND BONDING". L. RIG FIT T Pan C - General Cori ditions, Section 8-8 MtASLIRFMENT A.�iD ?A NT, Page.C'8-,8 (5), acid the fol to ing: C,84.14 RMHT TO AUDI: (az) Contractor agrees that the City shall, until Lhe expiration.-of three (3) years afler iartaI payrnent untlr;r tfiris contract., have access to and Ilse right to exarninc acid photocopy aoy di rectly purtirient looks, docuinenis, papers and recrsrds of the Contractor inVoIviny, transactiuns relating to this contract. Cuntractor agrees ilia] the City'shali have access during iioriiial working hours to ail necessary Contmctor fzciIiiies and shall be prov Wed adcgWte an 4ppropriale wank spaice-in order to eorrriuct audits in compiiance with the provisians of dtis section. The City AaaiI give contractor reaasonab.le adv,atrce tic tic c of intended audils. (b) Conlractar further agrees-to include, in all Its subcontracts hi �under a provision to the eff'eel drat IIie subcontractnr agrees shut the City shall, unliI the ex p i ra i i an of th me (3) yezr� after final payment under the stibmn(raact, have auaxss to wid tate righl: to examine and photocopy any di.realy perlinent books, €lcrctimeoLs, papers and records el-such gvbvontra ctor, inv(jlving (ransactinns to die, srthcontra:tet, and Anther, that City shall have access d i i r i n g Tic mw I working 110L1rs to alI sLrbcrrntractor faciI16 us, and a;lralI he provided adeciLIR tc and Lipp rep riate work spzce, ir) order to-cendua audits in compliance: with 111 r. pmvISions of this art ieJe. City shall give subcontrrac(or reasonable advance notice of Intended and its. (c) Cow rac[or and subcontrador agree to photowpy sirch d oi---ume.n is as niay be rvgtjEstea:I by the City. The Cfity agt s to reimbtir�e the Conium Ior for the cost btopies as fellows: Devised I{}124!.02 1. 50 copies and under - I 0 mrnis per page 2, More than-50 t:opies - 85 cenis for tht- first page'Vlus rifted r ccnI� fbr 0=11 page: thereafter M. SITE PREP Af ATIQN: The Contractor dial I clear right-;-o F wiiy or uageme nIs oFobmrucIion which must be removed to make possible proper prosecution of Ill t- work as a part al'oils project conslrucdon op�=-ration N. 'Elie contr'actor's attention is directed to paragraph C6-6.10 work within eas n�ents, page; 6-6(4), pari C - Gfncral Conditioiis of(lie Water DepaAmcm 01-mo al Contra t Doctimen l and Gen maI S pecifications. C Iearing and rVstoration S1tai1 he cotjsidered as incideyrntal to coiis(ructioil and all costs - incumd wi11 be considerer to lie incIWal in the Linear Hoof price of the pipe, N. 1Rei'erene:e Far€ C - General Corm€tions, S-ectien Chi-6.S BA'=QADES, W ARNI GS AND WATCF- MF,.N: 1 . Wherr-yer [lie word Watchmen appears in this paragraph, it shall he t:fiariged to iltc oj-d fia icn. . fn the 1•iTv,i paiAgn-aph, lines five (5) and six (6), change t h v I+rase take, all smh ober preeauticxrary mea surus tip hake al misonable nei;essary rncasjtres. Q. NflINOR1TYIWO EN BUSINESS_ENT F'RIJ R.1SE C OMPLLA CE: Refewnec Pari U (Cieneral C'andiLion s), Section C3-3_2 Ent 111e l "M N()RJT Y BUSINESS ENTERPRIS E/W0MEN,OWN ED B USINES S F'NTE:RPRISE COMPLIANC;,E" shaft he deleted in its entirety artid replaced with the fol lowing; Upon reytte u, Contractor agrees to provide to Owner complete and accurate irifemiaiicirj regarding adu,al work performal by a Minority Busines-, Enterprise ([VIBE) an&or a W0111an Blasincss Enterprise (WB E) on the contrast and paytz cq( fficrefore. ConIrac(ar furl hor agrees to permiI an and it and/or examination of any hnnks. rt-enrds air f'i'les j its possessiosj that )gill sttbstantialc the actual worts perf`oi-mcd Icy an MBE andlor WBE, 'f e, ill isrepresentatial1 of facts (other Ili an a negligent misrepresejr(at ion) atidlor the romrnissIGn of Hauer by the Coni r€jctor w i i I he grourids for IemiinaIirill of Ilie cc,aiLrdcI andlor initiating action undt-r appropriate 1edcra1. slate or Ioc.jI Paws or ()rdltiaCjce;s raIating to frtlr£c sIalumenis,, furl her, tuty such n isrepres uvtatIion (other than juegligen t misrcpresciltaiimi) and/or comrnissioir of fraud wi11 result in the Cocit ractor being. deteimineci 1n be irresponsibIct mid han"ed firm psrtitipating-in City work for a period of iii-ltie of nn[ less [hare tIlee (3) years_ 101 4AI2 I'. WAGE RATES, Section 0-3.13 of the General CondiIions is deleted and rep I aced,with thc: rollowing: (a)The con Iractot shalI comply wiIli all vequiremem ts of Chapter 2258, Testas ovcnwienI.Code, incIkiding the payment of nog less than the vales determined by the City Council oIthe C'ily o rFort Worth to be Ilse prevailing wage rules in accordAnce W ith C1iapter 2258, Texas Govcrmae I Coda. Such prevailing wage rales-w-e itic luded in these contracl doelunents, (b) The contractor shrill, fGr a period of tlu-ce (3) years following khe date o f aeci�-plance of theork, maintai n records Ilia# show (i) ih�name and occupation of each wOTIC er employed by-the contractor is the construction of the work provided for in this contraci, and (ii)Oie actual per diem wages paid to Inch worker. These records shall be open at all reasonable,hours for inspection by the Cit}. The provisions of Section C-1, L. Might to Audis (R6v. /30/02) par nin to this inffpeclion. (c) The contractor shall inn-1ude in its subcontracts andlor sltaI I otherwise rtAu ire a1I of i#.q sube.ontractors to comply with paragraphs (a) and (b) above. (d) With each partial payment estimate or payroll period, whiellcver is Icss, an affidavit sLaiing 01 at the contractor has ccmpIied with the rcquirernertts of Chapter 2258, Texm ovew- ment codc. The contractor shah post the prevailing wagG-rrtim in a cortapicuoua place at the sile.of the pruject at all limos. Revised Pg. 8 10/24/42 PRT D SPECIAL CONDTIONS PART D - SPECIAL CONDITIONS D-1 GENERAL............................. ....., ❑-2 COORDINATION MEETING..............................................................................................4 5-3 CONTRA TOR COMELIANCE WITH WORKER'S COMPENSATION LAW ,.,.................4 D- 4 COORDINATION MTH FORT WORTH WATER DEPARTMENT :...................................7 D-55 CROSSING OF EXISTING UTILITIES ................................. .-,..---,7 I= D—r- I TIN UTILITIES AND IMPROVEMENTS ...... .... . . ........ .......................................7 D- 7 CONSTRUCTION TRAFFIC OVER PIPELINES-... .............. ............ ............... D- 8 TRAFFIC CONTROL .........................................................................................................8 D- 9- 1DETOU.R. ..... ..-,.,-..................,..........................................................................................9 0 EXA IN' TIOt- OF ITE --...--••--•-•--•--•...........................................................................9 U71-1 ZONING COMPLIANCE.. D- 12 WATER FOR CONSTRUCTION-- ,. ....... ...... ... . .........,. - .:,.... .............,......9 D- 13 WASTE MATERIAL -•........................................................................... ....,..,..,..,.10 D- 14 PROJECT CLEANU P ASVD FINAL ACCEPTANCE......................................................10 D- 15 CONSTRUCTION SCHEDULE ANO SEQUENCIJNG OP WORD .................................10 D- 16 SAFETY RESTRICT I QNS- - WQRK NEAR HIGH VOLTAGE LINES............................1q E717 ED QUAN-57JE ..................... ,...,._,....................................,............................,-. 11 Q—118 CUTTING OF CONCRETE ..........................................................................................T� _ 6719 PROJECT DESIGNATION SIGN .................................................................................11 0- 20 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT......................................11 D- 21 MISCELLANEOUS PLACEMENT OF MATERIAL........................................................12 F-7-2 CRUSHED I-IME TONE BACKFILL..................... ...................................................... 12 D 23 2:27" CONCRETE......................................................................................................... 12 D-- 24 TRENCH EXCAVATION, BACKFILL. ANDCOMPACTION ...........,.....-.............,...-----. 1 F-7-25 TRENCH PAVEMENT PERMANENT REPAIR E -19 FOR UTILITY QUTS..........., 14 0- 26 SITE SPECIFIC TRENCH SAFETY SYSTEM f COVERS ALL PROJECT ................ 14 D- 27 ANFAR. SEWER MANHOLES ............................................................................ �5 D� 8$ ANITARY SEW ER SERVICES ..................................................................................18 D—�9 REMOVAL SALVAGE AND ABANDONMENT OF EXISTING FACILITIES----------------20 Dr 30 DETECTABLE WARNING TAPES........................................................................_......22 D- 31 PIPE CLEANING„........................................... .. ....---........................,.......22 D- 32 DISPOSAL OF P_OILIFI'LL MATERIAL.......................................................................22 F 33 M-ECHANICS AND ATERIAL EJN'S LIEN...............................,...,...........,.........,.......22 D- 34 SUBSTITUTIONS . .,,...........,..............................................................-----------------2 D- 35' PRE-CQNSTRUCTION TELEVI S ION INSPECTION OF SANITARY SEWER.............23 D-_36 VA U U M TESTING OF SANITARY SEWER MANHOLES. ........................26 ❑- 37 BYPASS P Q M P I N G ................. ............................ ................. 27 D- 38 POST-CONSTRUCTION TELEVISION SPECTION OF SANITARY SEWER ..........27 D-39 SAMPLES AND QQALITY CONTROL TESTING..........................-,-........-,., ---....-,-..--29 C - 40 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL (FOR DISTURBED AREAS LESS THAN 1 ACRE)................. . -•-------•--,.--.,--,-,-.....,.,.,....,29 0041 1N RESS AND E RESSJOBSTRUCTION OF ACCESS TO DR NES ................,.,...--30 6- 42 PROTECTION OF TREES, PLANTS AND SOIL ------................................,.,........,.,.....31 D- 3 SITE RESTORATICNI ...................................................................................... 31 Q- 44 CITY OF FORT WORTH STANDARD PRODUCT LIST.................... ...31 67-4-5 TOPSOIL, SOD01NG, SEEDING & HYDROMULCHING .--..............,.,....,............,...,.,.31 D- 46 CONFINED SPACE ENTRY PROGRAM ......................... ............,.37 D- 47 SUBSTANTIAL COMPLETION INSPECTIONIFINAL INSPECTION--.......................j? 6�48 E-XCAVATION NEAR TREES {WHERE IDENT1F12D ON THE PLANS ... .....---37 D- 49 CONCRETE ENCASEMENT OF -SEINER PIPE - ...... ,. .38 D- 50' CLAW DAA.. ...................-....................... ..... ............... -,-,..---38 6-- 6-1 EXPLORATORY EXCAVATJQN '�D-HALE}..................... ... ....... „ .-- . .,. -.--...,., 38 PART D - SPECIAL CONDITIONS D- 52 INSTALLATION OF WATER FAClUTIE ...,,.............................................,......._.......,.39 52-1 _Poi yvihyl Chloride (PVC Water Pipe . ,. 39 52-2 Biocklrg ........................................................ ..................3i . . .. . . .. .... Typeo_' asinq Piga.......................................................................... . ... ...............39 S27 Tie-Ins—.....-._..,.,......................... . . . .. ..................._,-. . .. ....., ............. , .....- , . . ,....39 52-5 Corinechon of Exls in Mains.......................................................................................40 52-6 Valve QeHn5 ...................................... .............................. .............. .......................40 52.7. Water Service ............................................................................................ .............�40 5 8 2-Inch Temporary Service LFn� _,. 4 52-9 PuMing and Sterilization of Water. Lines..............................................................._......43 52-10 Work Near Pressure PIar4e Boundaries .... . .... . . .... .... ..... .... ... .........................d4 5211 Water Samnle Station................................................................................. .. ....... . ..44 52.12 Ductile iron and Orae Irnr1-flllinq ....,...........................................................................44 D- 53 SPRINKLING FOR DUST CONTROL..........................................................................45 D- 54 DEWATERING ............................. . _-.,.....,.-..4 D- 55 TRENCH EXCAVATION ON DEEP TRENCHES.................................:.......................45 l5- 55 TREE PRUNING..........................................................................................................45 5--57 TREE REMOVAL....,—........................................................................................... 46 5--5—a TEST HOLES......................................... a-------—------------------------------------46 D;O PUBLIC NOTIFICATION PPIOR To BEGINNING CQNSTRUCTIOiV AND NOTIFICATION OF TEMPORARY WATER SERVICE INTERRUPTlC)N DUR[-N CONSTRUCTION ....................................................................•--•--•,.....••---......-,..,.......4T 0- 60 TRAFRC BUTTONS....................................................................................................47 D- f1 SANITARY SEWER SERVICE OLEANQUT ._....,--•--.-".......................--,.............,--„ 48 Q- 62 TEMPORARY PAVEMENT REPAIR..........._.__.._............___.._....._.__._.............................48 D� 63 CONSTRUCTION STAKES ........_..............-.................................................................48 —F- 6 4 EASEMENTS AND PERMITS......................................................................................48 0- 65 PRE-CONSTRUCTION NEIGHBORHOOD MEETING .........--.......................-—.——49 D- 66 WAGE RATES............................. .. .............49 D- 67 REMOVAL AND 0I POSAL OF ASBESTOS CEMENT PIPE ................... ............._49 0-68 STORM WATER_POLLUTION PREVENTIC)N FOR DISTURBED AREAS GREATER THAN 1I RE3............. � ...............................................................................................51 D 99� COORDINA710N WITH THE CITY'S REPRESENTAT VE FOR OPERATIONS OF EXISTING WATER SYSTEMS.—................................. •.............---- -52 D-70 ADDITIONAL SUE3MJTTALS FOR CONTRACT AWARD_..-_.._-,-..._..__-..--------•..................52 D-71 EARLY WARNING SYSTEM FOR OONSTRUGT1GN ....................................................53 F-72- AIR POLLUTION WATCH DAYS.......................... .........................................................53 D-73 FEE FOR STREET USE PERMITS ANO RE-II�iSPECTIONS:.............. .................,,...:_._5�# PART D - SPECIAL CONDITIONS This Part D — Special Conditions Is complirn8ntary to Part C ,-General Conditions and Part C 7 — Supplementary Gond€t€ons to Part C of the Contract, Anything contained in this Part D that is additIve to any provision In Part C — General Conditions and part C1 — Supplementary Conditions to Part O of the C<onlract are to be read together. Any conflict between Fart C — General Conditions and Part GI — Supplementary Conditions of the Contract and thus Part D. Part D shall control, FOR: Water and Sanitary Sewer Replacement Contracl 2004 I-K CITY PROJECT NO, 00196 FORT WORTH, TEXAS DOE PROJECT NO. 4870 WATER PROJECTS NO- P253-604170019683 SEWER PROJECT IVO- P258-704170019683 D-'I GENERAL The order or pfer.0dence in case of conflicts or- dishrepancies between various parts of the Contracl Oocuments subject to the ruling o'f the Engineer shall generally, but nQ1 necessarily. follow the guidelines listed below; I PfanF, 2 Contract Documents 3 Special Condillons The foll.owing perEal Conditions shall be applicable to this project under the provisions -stated above- The Contractor shall be resporisible. for defects in this project due tQ faulty materials -and Workmanship. or bath, fora period of two (2,) years from date of Final acceptance of this project by the City of F.orl Wndh and will be required to rep€ace at his expense any part or all of this protect which becomes defective due to these causes- Subjecl to rnodifrcatioris as herein .contained. the Fart Worilh Waler Qepartmanl's -General Contract Documents and Genefal Specifications, with latest revisions, aro made a park of the G8neral Contract Documents for this project. The Plans. These Special Contract Documents and the rules, regulations, requirements, instructlons. dravvings OF details referred to by menu€actufers name. ur ident[ficatran include therein as specifying, referring or implying product control, perforrnance, quality, or other shall b6 bidding upon lihe rontractor. The specificalions and drawings smell be considered cooperative: therefore. work or material called for by one and not shown or mentioned in the other shell be accomplished or furnished in a faithful manner .as though required by all, Argy Contractor performing any works on Fart Worth wafer n sanitary sewer fa611lie s rnu5i be pre, qualified with the Water Department to perform such work in accordance with procedures described in the current Fart Worfh Water Department General Specifications, which general specificatloris shall govern perfotmance of all such work, This cgritracI and project, where-applicabIa, may alao-be governed by the.two follov+ing publl h'ed specifJnations. except as mGdified by these Special Provisions; 1. STANDARU SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY OF FORT WORTH i 2, STANDARD) SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH CENTRAL TEXAS PART T D - SPECIAL CONDITIONS Any conflict between these contract documents nncf the above 2 publications shall. be resolved in favor of these contract documents. A copy of eithe r c these specif Ica[ion s may be purcUh sed et the of iC;e of I h a Transportation and Public Works Director, 1 DOD Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth, Texas 76102. The spedficalions appiicabie to each pay item are indicated by the call-out for the pay' item b the designer. If nol shown, then applicable published specifications in either of there documanis may to followed at the dlscreliorl of the Coniraclor. General Provfsions shall be those of the Fort Worthy document rather than Division 1 of the North Ce.ntMl Texas docurnent. Bidders shall not separate, detach or remove any portlbn, segment or shoots from the contract document at any time. Failure to #yid or fully execute contract without retaining contract documents intact may be grounds for designating bids as "non-responsive" and rejecting kids or voiding contract as appropriate as determined by the City Engineer. INTERPRETATION AND PREPARATION OF PROPOSAL. A. DELIVERY OF PROPOSAL. No proposal will be considered unless it is delivered, accompanied by lis proper Gid Security, to the fPurchasirEg Ntanagor or his representative at hhe official iacatlon and staters time sel forth in the "Notice to Bidders" It ES the Bidder's sole rL-spor Ibility to deliver the propo,5al at the proper time to the proper place. 'The mere fact that a proposal was dispatched will not be mm idered, The Bidders must have the proposal actuaily'delivered_ Each proposal shall be In a sealed envelope plainly marked wilh [he word "PROPOSAL and the narne or description of the project as designated in the "malice to Bidders". The envelops shall be addressed to (he Purchasing Meriager, Cil + of For# Worth Purchasing 01vision. PO Box 17027., Fort Worth. Texas 76.102. B. WITHDRAWING PROPOSALS-- Proposals actually-filed with the PurchasEng Manager cannot be withdrawn prior to the Ume'set for Qpening proposals, A request for non-consideration of a proposal must be made in writing, addressed to the City Manager, and N'ed with him prier to the time sex for the opening of proposals, After all proposals nol request6d for non- consideration are opened and publicly reed aloud, the praposals for which non-conslderation requests have been properly filed may. at the option of the Owner, bo returned unoperled_ C_ TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by teiegraphlc communication at ariy time prior to the tithe set for opening proposals, prodded such lelegraphic corn munircation is received by the PQrchasing Manager pfjor- lo the said proposal opening Urne, and provided further, that the City Manager is satisfied (hat a written and duly authenticated cQnfirrnalion of such tetegraphIc communicatlon over the signature of the. bidder was mailed prlor (a. the proposal opeNng (true, If such -confirmation is riot raceived within tarty-eight (48) hours after the proposal opening time, no fudher consideration will be given to the proposal, D-2 COORDINATION MEETING For cootdirnatfon purposes, weekiy meetings at 1hp j()b site may be required to maintain the projecI on the.desired s.Qhedule. The conIractor shall be present at ail Mee tinss, D-3 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSA71ON LAW A. Definitiorxs. tr.�., -4 PAIN D - SPECIAL CONDITIONS Y, Certification of coverage rcertificate")_ A iropy 0 I a GeMfiCate of insurance, a certificate of authority to self-insure issued by the commission. or a coverage agreement (TW -81, T1+V -82. T+ CC-83, ar TW C-84), showing statutory workers' compensation insurance coverage far the person's or entity's employees providing services on a project, for the duration of the project. 2. Duration of the project - Includes the tinie 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 entily. 3. Persons providing servtces on the project ("subcontractor" in §406.095)- Includes all persons or enklIIes -performing all or part of the services the contractor has undartaken la perforin on the project, regardless of whether that person contracted [tiredly with the contrac[or and regardless of whether That parson has employees. This includes, without limitation. independent contractors, subcontractors, leasing companies, motor carriers. owner operators. employees of oily such entity. or employees of anentity which furnishes persons to pro+ide services on the projdc;t. ,Services" InOude, Withdut limitatlen. providing. hauling, ar delivering -eq LrIpine nt or materials, or prgviding 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 del verles, and delivery of portable toilets_ B_ The CQnlracwtar 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 Cade. Section 401:G11(44) or all employees of the Contractor provid1ng services an Ilse project. far the duration of the proocL C_ The Contractor must provide a certrricate of cover.age to the governmental enttty prior to being awarded the contract_ D_ If the coverage perlad shown on the contractor's current cerlificate of coverage ends during the duration of the project, the contractor must, prlor io the end of the coverage period. file a new certificate of coverage with the governmental t~ntlty 5hewirrg that coverage Inas been extended. E_ The Contractor shall obtain from each person providing services on a project, and provide the governmental entity; 1_ A certificate of coverage-, prior to thal person beginning work on the project, so the governmental entity will have on file certifientes of coverage showing coverage for all i persons providing services on the project; and Z. Nd lale.r than seven days after receipt by the contractor, a now cerllflcete of coverage showing extension of coves-age, if the coverage period shown on the Curren[ Certificate of coverage ends during the duration of the project. F. The wrltraclor shall retain all requved certificates of cdverage for the -duration 0f"the project and for one yea( thereafter. G. The cenirar~tor shall notify the governmental rentlty in writing by certifled mall or personal delivery, mthin ten (10) days after the contractor knew or should have taco' n„ of any change PART D - SPECIAL CONDITIONS that materially affects the provision of of any person providing services on the projecl, H. The contractor shall post on each project site a notice, in the text, forTi and manner prescribed by the Texas Worker's Compensation Commission, informing all persons providing services on the project that they are reclutred to be covered, and stating how a person may verify coverage and reporl lack of coverage. 1. The contractor shall contractually require each person with whom it contracts to provide services on a project, to, 1 , Provide coverage, based on proper repaving an-c[as siffca tion codes and payroll amounts and fling of any poverage agreernenls, whirh rneeta the s(alutory requirements of Yonas Labor Code, ectlon 401.0.11(44) for all of ils employees providing services on the project, for the dnrativn of the project; , Provide to the Contractor, prior to That person beginning work on the project, a cerliiffcate 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 Contract6r, prior to the enol of the coverage period. a new certificate of coverage shoaling extension of coverage, if the coverage period shoWn on the current cert Ifis�ita of coverage ends during the duration of the prolect: 4. Obtain from each other person with whom it contracts, and provide to the'Contractor: a ) A certifcale of coverage, prior to the olher psrson heginning work.ort the project; arid b_) A new cerlificate of cov+grege sfrcwing extenslon .of coverage, prior to the erid of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project. h. Detain all required cerlifoca;eu� of coverage on fie for Cite durallon of the project IdnC140r one year thereafter. E5, Notify the governmental entity.in wrfting by cerlifted mall or personal delivery, within teff (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 on the-project: and 7. Contractually require each person with whom it contracts, to perform as required by paragraphs (t)-(7), with the certificates of coverage to be provided to the person fm- whom they are providing services, 8_ By signing this cantcact or providing or causing to be provided a certificate of coverage, the contractor is representing to the governmental entity that all employees of the �;pnlrector WhD will provide servicts on the project will be covered by tivorker's cornpensation coverage for the duration of the projecl, that the doverage wall be based on proper repor#Ing cf classification nodes and payroll amounts, and that all coverage agreements will be filed with the app.ropnate insurance carver or, in the case of a self- Lnsured, with the cnrnmn ssion's Division of Self-Insurance Reguladan. Providing false or misleading information may subject [he contractor to administrative. criminal, .ivll penalties or other civil actions, 'A117-04 S -6 PART D - SPECIAL CONDITIONS 9_ 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 riot remedy the breach within torr days after receipt of notkce of breach from the governmental entity. J. The con I:Fza=r shall post a notice on each project site informing all persons providing servEces on the protect that they are required to be covered, and slating how a person may VP-rify current coverage and report failure for provide coverage. This itolice does not satisfy other poslinq requirements imposed by the Texas Worker's Compensation Act u.r ether Texas Worker's Compensation Commission rulea, This notice.rnust be printed with-a tine in al least 30 point boll type and text in at least fig point normal type, and shall be in bath English and SpanjF,h and any other language common to the worker papulation. The text for the notices shaUl be the following text. without any additranal words or changes. "RECUIRED WORKER'S COMPENSATION COVERAGE The law requires that each persion working on Ihls site or provRd[rrg Cervices related to this .. construction project must be covered by workers' comperrs8tian +nsurance. This includes persons providing, hauling, or delivering epuipmeni or materials, or providing labor or lrensportalffort or other service related to the protect, Fegardless--af the identity of lheir employer or.51ate5 as an employee." Call the Texas Workef's Compensation (;ornmipssion al (512)440-3789 to regeive rnforrnadoh on the legal requirement for coverage, to verffy whether your employer has provided the. required coverage, of to report air employer's failure to provide coverage'% 0. 4 OORDtNATION WITH FORT WORTH WATER DEPARTMENT Durirrg the construction of lhis project, It will be necessary to deactivate, far a period of time, exisltng lines. The Contractor Shall be required to coordinate with the Water Department to determine the best tunes for deactivating and activating those lines. D. 5 CROSSING OF EXISTING UTILITIES Where a proposed water line crosses over a sanitafy sewer or sanitary sewer service line andfor pfoposed sewer line dosses over a water line Eind the clear vertical distance Is less 11han 9 feet barrel to barrel., the: sanitary sewer or sanitary sewer service Ilne shall be made watertight or be constructed of ductile iron pipe, The Erigirieer -3hall determine the rewired length of replacem. ent. The materisl for sanilary sewer mains and san+tary sewer laterats shall he Class 51 Ductlle Iron Pips with polyethylene wrapping. The material for sanitary sewer service lines shall be extra strength oast iron soil pipe vvrth polyethylene wrapping_ Adapter fittings shalt be a urethane or neoprene. coupling ASTM -425 with series 300 stainless steel compression straps. Backfill, rinirng% tie-ins and all olher asSocialed appurtenances required are deemed subsidiary work, the cost of which shall be Iricltrded in the price bid in the Proposal for each hid Item. D- 6 EXISTING UTILITIES AND IMPRO EMEN7 The plants show the locations of all known surface and subsurface structures. However, the Owner assumes iio responsibilky for failure to showy any or all of these stru'r-tures on the Plains, or tP shove them in: their exact location. It is mutually agreed that such fallure shall not be considered sufficient basis for daims for addltiofial compensation for extra work or for increasing the pay quantifier, in any manner hatscaver. !(1127104 -7 PART T D - SPECIAL CONDITIONS The Contractor shall be responsible for verifying the locations of and protecting all exiMing utililles, cervire Ilnes, or other property exposed by his construclion operations. Contriaclor shall make all rieress2ary provisions (as approver! c authorized by the applicable ulility company) ffar the support. protection or reloralion, andfor temporary relccatlon of ail 011ity pales, gas lines, telephone cables, utility services, water mains. sanitary sewer lines, electdcal:cables. drainage pipes, and all other utilities and structures both above and below ground during construction. The Contractor is liable for al'I damages done to such existing facilities as a result Of his operatln?is and ar7 and all coal incurred for the prolectlon ar d?or kernporary relocation of such facilities are deemed subsidiary work and the oast of same and shall be included in the cost hit! {ger linear fool of pipe installed. NO ADD]TIONAL COMPENSATION WILL BE ALLOWED. ~Where existing uliilties or service tines are cul, broken or damaged We Contractor shall replace br repair the utilities or service tures wilh the sal me type of original material and construe-tion, or better, unless otherwise shown or noted an the plana, at his own cost and expense, The Contractar shall immediately nolify the Owner of the damages. utility or sE!rvjW line. He shall cooperate with the Owners of all utilities to locate existing underground facilities and notify the Engineer of any conflicts in gravies and ailgnn-ent, In case it Is necessary to change or move the property of any owner of a public utility, such property shnil not be moved or interfered with until ordered to do so by the Engmeer. The right E$ resefved to the owner of public utilities to eater upon the limits of the project for the purpose of making such changes or repairs of their property that may be Fnade necessary by performance of This cantfact_ The utility lines end conduits shown on the plans are for information only and are not guaranteed by the City of the Engineer to be accuraLe as to extenl, location, and depth: they are shown on the pians as the best inforrnatlan availabie at lite time of design, ffua7l the dvyners of the utilities Involved and from evidences found on the ground. D- 7 CONSTRUCTION TRAFFIC OVER PIPELINE It Es apparent that certain construction vehicles could exceed the load bearing capacity of the pipe under shallow bury candrtiorrs_ It will be the responsibility of the Contractor to protect both the new ilrre and the existing lines from these possibly excessive loads, The Ganlractor shall not, at any time, cross the existing or new pipe with a truck delivering new pipe to the sate_ Any-damage to the exislEntg or new pipe will be repaired or rapl8ced by the Contractor, at the Contractor's expense, to the sattsfactio5 of the City. In locations where it is not permissible to cross the existing ar proposed pipes wlthqut additional pratection the Contractor mayf elect to provide additional protection of the pipes so that more irequenl rroSsings of the pipes are allowed. It still is, ho eyer, the reSponsibillty of the cntractor to repair any damage to the exist.Ing or proposed limes, if the damage results from any phase of his ccroslructien operation. D- S TRAFFfC CONTROL The contractor will be required to obtain a "Street Use Permit" prEor to ,5ta3rtInq work. As part of the "Street Use Permit" a traffic control plan Ps requPred. The Contractor shall be responsibte For p r,)viding traffic control during the construction of tine project consistent with fire 'prov�saons set forth in the "tale sit Edilion Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued ,ruler the autharlty or the "Mate of Texas U.njfofm Act Regulating Traffic on Uu2F'i0.1 S-C-8 PART 0 - SPECIAL CONDITIONS Highways," codi'fled as Article 6701d Vernon's Til statutes, pertinent sections baing Section Nos. 27. 29, 30 and 31. A traffic control plan shall be submitted for raview to ruin. Charles R. Burkett City Triffic Engineer at 8 7 J1-8770, at thepre-construction conference. Although work will not begin until the traffic control plan has been reviewed the Contractor's time will be ire in accordance w1th the time frame established in the Notice to Rare Contractor_ The Contractor will not remove any regulatory sign, instructional sign, street name ~xign 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 DMsion. (Phone dumber 871-7738) to remove the sign}. in the case cf regulatory signs. the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above-referenced manual and such ternporwy sign must be. installed prior to the removal of the permrierrt sign. If the temporary sign is not installed corfiectly or if it does not meet the required specifications. the peFinanent 61gn 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 hfs temporary sign in place untrl such reinstallation is completed. 1vrk shall not be performer) on certain locations/streets during "peak traffic periods" as - determination by the City Traffic Engineer and in accordance wlih the applicable provision of the "City of Fort Worth Traffic Control Handt opk for Construction and Maintertance Work Areas," The cost of the Iraffic control is subsidiary work and the cast of same shall be included in the price said for pipe complete in place as bid In the Proposal, and no other compensation will be allowed. D- 9 DETOURS Thi con"ctor .shall prosecute his wm-k in such a manner as io create A minimum of interruption to tragic and pedestrian faciIiiies and to Lire flow cif vehicrllar and. pedestrian trar3ic within the prajFcl area. D. 10 E-- AMINATION OF SITE It shall be the responsibility of the prospective bidder to visit the project site and make such examinatlons and explorations as may be necessary to determine atl conditions, vvhrch may affect cons#ruction of This protect, Particular attention should be given to methods of providing ingress and egress to adjacent private and public properties, procedures for protecting existing improvements and dispbsMlart of all materials to be removed. Proper consideration should be given to these details during the preparation of the Proposal and ail unusual conditiorFs, which may give, rise W 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 pr6ject, the }Contractor shall comply with present zoning requirements of the City of Fork Worth in the use of vacant property for stairage purpcses. D- 12 WATER FOR CONSTRUCTION PART D - SPECIAL CONDITIONS The Contractor at his awn expense wl11 #LiMiSh water for cc nstruction. 0- 13 WASTE MATERIAL All waste material shall baacome the property of the Contractor and shall be. disposed -of by the Contractor at locatlons approved by the Engineer. All material shalt be disposed of in such a manner as to present a neat appearance and to rioI obstruct groper drainage or to cause injury to street Improvements or to abutting property. 0. 14 PROJECT CLEANUP AND FINAL ACCEPTANCE The tramractor shall be aware dim keeping the prgject size in a resat wid orderly condition is considered an intepaI part of the con tmctead %YQrk- and as such sNiI I considered subsidiar to the appropriate bid iters: Clean up work shall be dere as directed b ne the Zngier as the work KOF-I' s es or nv4°64d. If in the opinion of the Engineer ii is tteeesss.n% clean-up shall he clone ori a daily basis- CII= up work shall include. lnt not tae limited sn; Sweeping the street eleazt of dirt or debris • Storing exi'ess material in apprapriate and orrgani7ed manner Ket�piztg trash k,i'an� kind off ofresidents- property II' the E n a i nec r lives not Ce el ihat the jobsite has been kept in an orderly condii.iari, v ri the nv-o o. ti Aa}'rnent {and all 5ubst:queni pm-.-vents unt.i1 ccrnpIdted) qt the appropriiate bid items} wiII be reduced by 25 '0. Sinai cleanup worN shall be done for this project as soon as all construcilon has been completed. No more than seven days shall elapse after completion of constructicn before the roadway, right- of-way, or-easemen I Is deaned up to Che satisfaction of the Engineer, The Cdntractor shall rnaKe a rival cleanup of all parts of the work before acceptance by the Clty of Fort Worth or its representatNe. This cleanup shall include removal of all objectionable rocks. pieces of asphalt or concrete and other cGnstruction materials. and in general preparing the site of the work in an arderly manner and appearance. The City of t=ort Worth Department cf Engiri'eerng shall give final.acceptarrce of the.completed projecl work- 0- 15 CONSTRUCTiON SCHEDULE AND SEQUENCING OF WORK Prior to executing the Contract, it shall be the responsibility of the Contractor to furnish a schedule outlining the anticipated time for each phase of construction with starting and completion dales, including sufficient time being allowed to cleanup. The Contractor shall not commence with water andlor sanitary sewer installation until such time that the survey cut-sheets have been received from tine City inspector. U- 16 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES T'he fallowing procedures will be followed regarding tie subject item on this contract: 1- A warning sign nn less than five inches by seven eri'ches, painted yellow with black letters that are Legible a twelve feet shall be pi aced inside ami outside Vehides such as cranes, derricks. power ahoveIs, drilIEng rigs, pile drivers, hoisting equipment or similar apparatus, The warning sign sha11 read as follows: "WARN IN G - LJNLAVYFUL TO OPERATE THIS EQUIPIVIE NTI ITHIN SIX FEET OF HIGH VOLTAGE LINES." i PART T D i SPECIAL CONDITIONS . Egulpment that may be operated within tern feet of high voltage lines shall have insulalirng cage-type of guard about the boom or arm, :except back hcaes or dippers, and Insulator links on the Ilfk haok connections- 3. o nnections_3. When necess8ty to work within six feet of high voltage electric fines, notification shall be gIven the power company (ONCORE) who will erect temporary mechanical barriers, de- energize (he lanes, or raise or lower the lines. The warts done by the power compaRy shall not be at the expense of the City of Fort Wbrlh. The rnotlf inn department shall maintairt ars accurate tog of all such calls to ONCORE, and shall record atlion taken In each case. 4_ Tht-e. Convector is required to make arrcingements with the ONCORE cornparny for the temporary relocation or raising of high valtege lines al khe Conlractor's sole cost and expense. S. No person shall work-within.six.feet of a high voltage line withotit protection having been taken as outlirted in Paragraph (3). 0- 17 BID QUANTITIES Bid quantities of the various iterrns in the proposal are for comparison only and may not reflect the actual quantities. The-re is no limit to which a bid item can be increased or decreased. Contractor shall not be entitled to renegotiation of unit prices ri�gafdless of the final rnee3sured quantities. To [he extent thail C4-4,3 r;on#licts with this provlI,Iorn, tats prevision controls. No claim will be considered for lost or anticipated profits based upon differences in esf mated quantities versus aclucl gt_taritltles. 0- 18 CUTTING OF CONCRETE When existing concrete is out, such cuts shall be mads with a concrete saw. All sawing shall be subsidiary to the unit cost of the respective item. 0- 19 PROJECT DESIGNATION SIGN Projeryt signs are required at all locations. It shall be in accordance with the attached F19ure 30 dated 9-18-88). The signs may be mounted on skids or pasts_ The Engineer shall approve the exact Iac-�ition; and methods of mounting. In addition to the 4' x 8` project signs, pmjeci signs shall be attached to barricades used where manhole rehabIlltation or replacement is being conducted. Signs suspended from hardcading Shall be placed lit such ia way that signs do- not interfere with: reflective paint or ml.oring on the barricades. Barricade signs shall be in accordance with Figure 30, except that they shall be V-0" by 2'-0" In size_ The Mformation bo'x shall have the following information, For Questions on this Project Call, (817) 871-8306 tv1-F 7;30 am to 4,30 p.m. or (817)871-8300 flights and Weekends Any and all cost for the required materials, labor, and equipment necessary for the Furnishing of Project Signs shall be oon5idered a� a subsldiai-y cost of [ha project and no. addibanal compensation will be allawed- D- 20 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT C-1 I i PART D - SPECIAL CONDITIONS At Iocalions in the project where mains'are required to be placed under existing 51devvalks and/or driveways, such sidtlwalkc ; andlnr driveways shall be complateiy replaced for the Ball existing width. between exlst] g constructlon or expansion joints with 3000 Pel concrete with reinforcing steel on a sand cushion In accordance with City of Port Worth TransportationfPubllc VVcrks DepE irtmenI S Ianeard'SpecifIcatic ns for. onstruction. Item 5t}4_ At locations where mains a f e required Icy be placed under existing curb and gutter, such curb and gutter shall be replaced to mated type and geometry of the rernoved curb and gutter shall be Installed in accordance with City of t=ort Worth Public 1 ofks Department Standard Specification for Construclian. Item 502. Payment for cutting, backfill. concrele. forming materials and all ratter associated appurtenances required. shall be included m the square yard price of the bid item for concrete sidewalk or driveway repair- 0- 21 epair_0- 21 MISCELLANEOUS PLACEMENT OF MATERIAL Material has bacii allocated under various bid items in the Pi uposal to establish unit prices for rniscetlaneous placement of material. These malerials shall be used only when direc'ed by The Engineer. depending on field conditions_ Payment for miscellanepus pincement of materiel will be made for only that amount of material used, measured to the nearest anti?-tenth unit. Payment For miscellaneous plac;ernent of material shall be in accordance with Rhe GQneral CQntrao Documems regardless of the actual amount Used for the project. f]- 22 CRUSHED LIMESTONE BACKFILL Where specified on the plans or directed by the Engineer, Crushed Limestone shall be used for trench backfill on this project. The material shall conforM to Public Works Standard Specifications for ureal -and Storm Drain} onf�tructlon Division 2 Item 208.2 - Materia Is and Division 2 Item 208.3 - Materials Sources. Trench backfill and compaction shall rneet the requirements of E2-2 Excavation and Backtlll. Construction Specifications, General Coritrnct Documents. Payment for crushed Iirnestnne backflll in phare shall be made at the unit pace bid in the Prop+�cal multiplied by the quantity of material used measured in accordance with F-2-2.16 Measurement of Sacs fill Materials. Construction Speefficationz. and General Contract Documents. 17- 23 2:27 CONCRETE Transportatlon and Public Works Deparirnent typical sections for Pavement and Trench Repair for Utility Cuts figures t through b refer to using 2;27 Concrete as base repair_ Since this Fall- out includes the worn! "concrele", the consistent Inlerpretetion of the Transportation and Public Wafks Oepadmenl is that this ratlo specifies two (2) sacks of cement per cubic yard of concrete. D- 24 TRENCH EXCAVATION, BACKFILL. AND COMPACTION Trench excavatlon and backfill under parking lots, driveways, gravel surfaced reads, vylthlin easemenls, and wiihin existing or future R.D W. shall be in accordance with Sections E 1-2 Backfill and E---2-2 Excavation and Backfill of the General Contract Documents and SpecilFicatlons except as specified herein, 1 TRENCH EXCAVATION-. In acr:ordance with Section -2 Excavation and Backtlll, if the s{ated maximum trench widths are exceeded, either through accident or otherwise, and if the Engineer determines trial the design toedIngs of the pipe will be exceeded. the CanIra.ctar will be Fequiried to support the pipe-with an improved trench bottom_ The expense of such remedial '0v2.7.YN -12 PART D - SPECIAL CONDITIOI measures shall be entirety the Oontr2actor's owrt. All Irenching.operations shall be confined to the width of permanent rights-&-way, permanent easernerits, and any temporary conritrucMn easernents_ All excavation shall be in Qrist compliance with the Trench Safety Systems Spacial Condition of this docurnent. . TRENCH BACKFILL: Tranches which lie-autside of existiria of- future pavenler�t shell be backfrlle€t ,*ove the top of the embedment material with Type ,.C" backfill materia[. Excavated material used far Type "C" backfin must be meshanicaliy compacted unless the Contractor can furnish th'e Engineer with �etisfectory evidence that the P.I. of the excayated materiel is less than 8_ Such evidence shaII be a test report from an independent testing laboratory and must include represerr[ative samples of soils in all involved areas, with a map showing the location and depth of the various test holes. if excavated material is oWously granular in nature, contairnno little or no plastic material. the Enginesr racy waiVe the test report requirement. Bee E1 -2.3, Type " " or "D" Backfill, and E,� -2,11 Trench Backflli for additional requirements. When Type "O" knack-filt material is not suitable, at the direction of the Engineer, Type "B" b8ckfill material shell be use& In general, all backfill material for trenches in exisling paved stree!s shall be in accordance with Figure A. Sand material specified in f=igure A shall be.obtained from an approved source and shall oonslal of durable particles free d thin or elongated pieces, lumps.of play, soil, foam or -- yege(able matter and,ghAII meat [he following gradation; Less than 10% passim the #200 sieve • P.1, =; 10 or less Additic ne[iy, the crashed tirmestana embeelment gradation specified In Section E1-3 Crushed Limestone for Ernbedmeni of the.General Contract Documents and SpeOrwations shall be replaced with the ro[lowing; Sieve Size % Retained 1,r i7-10 11.2" 40-75 3J8" 55-90 9 G 100 #8 9 -100 All other prabisions of this section shall remain the same. 3. TRENCH COMPAOTION: All trench backfill nhalt be placed in lifts per 172-2.9 Backfill, Trenches which lie out;rde e i;ting or future pavements shall bq� oampacted to a rninimuM'of 90% Standard Proctor Density (A.S.T.AA. D69 8) by mechanical devices specifically designed far compaction o a combination of rnethads subject to approval by the Engineer. Trenches witch tie under existing or future pavement shall be backfilled per Figure A with 9511% Standard Proctor 1)ens3ty by rnechanicai'devices specifically designed fpr compaction a a cambInalton of methods 5iubtect to approval by the Engineer, Backfill matariai to he. cr,mpacted as described above must he wEthin +-4% of Its oplimum rnoist.ure content. The top two (2) fret of se rf line Irenches and the tap eighteen (18) Inches of water line may be roiled,iri with heavy equipment Rhes, provided it is placed in lifts appropriate to the rriaterral being used and the operation can be performed without damage to [he Installed pipe. 'The City, at its awn expense. wlll perforin lienor compaction tesis per A. .T M. standards on all trench i ackfill, Any retesling requited as a result of failure to.compacl the backf ill materral to ror" -1 3 PAIN D - SPECIAL CONUTIONS meet the standards will be at the expense of the Oantra,:�tor and will be billed at the commercial rates as determined by the It _ These soil densily tests shell be performed al two ( ) font vortical inlervals beginning at a level two (2) feet above the top of the installed pipe and continuing to the top of the completed backfill at intervals along the trench not to exceed 300 linear Feet. The Contractor will be responsible for providing access and trench safety system to the level of trench backfill to be tested_ No entre comnpensalion will be allowed for exposing the back fIII layer to be tasted iar providkng trench safeIV system far tests conducled by the City. 4. MEASUREMENT AND PAYMENT: All matedai, with the exception of Type "B" backfill, and labor costs of excavation and backfill will he j n ol uded in the price txid per Iinear foot of water and sewer pipe. Type "B" backfill shall be paid for at a pre-bid unit prlce of $15.00 per cubic yard. C- 25 TRENCH PAVEMENT (PERMANENT) REPAIR (E2-10) FOR UTILITY CUT The unit price bid under the appropriate bid item of the proposal shall cover all cost for providlnrg pavemenl repair equal to or superior in composition, thickness, etc:., to existing pavement as detailed In the Public Works Department typical snstions for pavement and TreTich Repair for Utility Cuts, Figures 2000-1 through 200.0-3. The resij Iii a of the street cores that ware conducted on the project streets. to delerrnine HMA depths:ort aAstln!4-streets. are provided in these specifications and con traci documents, All required paving cuts shall be made with a concrete saw in a true and straight lire on both sees of the trench, a minimum of twelve (12) inches.outside the trench +galls. The trench skull be backfilled and the top nine (9) inches shall be filled with requimed maleriats as shown on paving delaii�5. compacted and level with the Fmishefd street surface_ This llnished grade shall be maintained in a serviceable ccndltior) until the paving Oas been replaced. All residential driveway.s shall be accessible at night and over w4tekends, It has been determined by the Transportalion and Public Works Department that the strip of existing HIMAC pavement between the existing gutter and the edge of the Irench pavement repair will not hold up 'if such strip of existing pnvemenl is two (2) feet or less in width. Therefore, at the lacation5 in the protect where the trench wall is three (3) feet or less from the lip of the -existing gutter, the Contractor shall be required to remuve tha existing paving to such gutter. The pavement repair shall then be made from a minimum distance of twelve (1 ) inches outside the trench wall nearest the center of the streel IQ the gutter Ilne. The paverrtent. shall be replaced wilhin a maximum of five (5) working days. providing job placement conditions will permit repaving_ if paving conditions are not suitable for eepaving, in the opinion of the Owner. the repaving shall be done at the earliest possible date. A permit must be obtalned from the Departm8nt of Engineering Construction Services 5.ecticn by the Contractor in conformance with Ordinance No. 3449 and/or Ordlnance No_ 792 to make utility cuts in the street. The Department of Engineering will inspect the paving repair after construction. Tins permit requirement may be weaved if work is being done under a Performance Bond and inspected by the Department of Engineering. B. 26. SITE SPECIFIC TRENCH SAFETY Y' TEM (COMERS ALL PROJECTS) A. GENERAL. This specification covers the trench safely requirements for all trench excavanons exceeding depth of Ne (5) foot in order to protect workers frorrr cave-iris. The requirements of this item govern a.11 trenches for mairis, manholes, vaults, aervi�e fineri, and � z7 04 -1 4 PFT D - SPECIAL CONDITIONS all other appurtenances. The design for the trench safety sholI be signed and sealed byy-a Registered Profes.sional Engineer licensed In Tex4s, The trench safety plan shall be specific for each water arzd)or sanitary sewer line includarl in the protect- B, STANDARDS-. The Jatesl vefslori of the U.S. Departr eni of Labor, Occupational Safety arrd Health Administrattorr standards, 29 CFR Part 1928, rrb-Part P - Excavatlans, are hereby made a part of this specification and shall be the minirnum governing requirements for trench safety- C. DEFINITIONS: 1 . TRENCHES - A trench is referred to as a narrow excavalron made below tyre surface of the ground in which the depth is grealer than the width, where the width measured at the bottom is not greater than fifteen (15) feet. 2. BENCHING SYSTEM - Berrching means excavating the sines of a trench to form one or a series .of horizontal level or steps, usually with vertical or riear-vertical surfaces between leve€s. i 3. SLOPING SYSTEM - Sloping rrreans excavating to form sides,of a trench that are inciined away from the excavalron. 4- SHIELD SYSTE=M - Shields used in trenches ere generally referred to as "trench boxes" or .trench shields", Shield means a struclure that is able to withstand the forces Imposed on ill by a cave-in and protect workers within the structure. Shretds can he permanent structures or can be designed to be portable awd move along as the work progresses. Shields carr be either pre-rnanufacturr~d or Joh-builI in accol-dance with DSHA F.tandard.s- 5. SHORING SYSTEM - h'orling means a structure such as a metal hydraulic, mecharrical or timber systerrn fhat supports the sides of a trench and which is designed to prevent cava-ins. Shoring systems are generally comprised of cross-braces, vertleal rails. (uprights), horizon InI rails (wales) and1ar sheeting- D MEASUREMENT - Trench depth is the verticaJ measurement from the lap of the existing ground to the bottom of embedment or bottom of excavation- The quan€ity of Trench safety systems shall be based on the linear toot amount of trench depth greater than five (5) feel- E- PAYMENT - Payment shall be full cornpensatlon for safely systern aesign, labor. tools, materlals, equrprnent and incidentals necd5sary far the installation and. removal of trench safety ayatems. D- 27 SANITARY SEWER MANHOLES A- GENERAL. The installation, replacearnent, andfor rehabilitation of 9arrilary -sewer manholes will be required as shown on the pians, arrdfor as described In these Special C1Qntrac3 Documents in addition to those located in the field and identifled by the Engineer- -All manholes sha11 be in accordance wrthr sections E1-14 Matorials for Sanii:9ry Sewer Mar hole%, Valve Vaults, EtC,r and E2-14 Vault and Manhole Donstruclion of the General oritracf i Documents and Specifications, unless arnended or �upefseded by requlromen.ts of this Special ConditiQn. For new sewer ilne installations, the Contractor shall temporarily plug all lines at every open manhole under conslructiQn in order to Keep debris our of the dry-sewer i times. The prigs shall not be rernoved until the applicable manhole complete 1(h..Qen PART D - SPECIAL CONDITIONS section has been constructed and the ltd-installed to keep out debris as a result of addl.flonal construction. I. CONCRETE COLLARS- Concrete collars will be required on all manholes specified as per Figure 121. 2. WATERTIGHT MANHOLE INSERTS. Water#ighl gasket manhole Inserts shall be Installed In all sanitary sewer manholes. Inserts shall be constructed In accorda+ice with Fort Worth WaterDepartment Standard E100-4 and shall be fitted and installed according to the rnaniJaoturer's recornmendations, Slairliess Steel rrlarlhole inserts shall be required for all pipe diameters 18" 8nd greater_ 3, LIFT HOLES All lift hales shall to plugged with a pre-cast concrete plug. The lift hole s ell be seaied on the outstde :of the manhole with Rafe-Nek or an approved equal sealant. The lift hole shall be sealed bri the inside of the manhole with quick setting cement grout, 4 FINAL RIM ELEVATIONS: Manhole rims in parkways. lawns and other improved lands ahail be at an elevation not more than erre (1) nor tens Than one-half (112) Inch above the surrounding ground. Backfill shall provide a uniform slope from the top. of rnanh❑€e casting for not less than three (3) feet each directfon to exislIng finish grade of the ground_ The grade of all surfaces shall be checked far proper slope and grade by string lining the entire area regarded mar the. manhole. Manholes in open fields. unimproved lend, or drainage Courses shall be at an elevawn shown on the drawings or rninitntim of 6 Inches above grade. 5. MANHOLE COVERS: All lids ahall have pick slols in lieu of pick holes. Manhole frames and covers shall be McKinley. Type N. with indented top design, or equal, with pick slots. Covets shall set gtjsh With the rim of the frame and ghnli have no larger than 11!8-inch gap between the frame and cover Searing surfaces Shall be machine finished. Loi:king manhole Jfds and frames will be restricted to locations within the 100-year fiaodplain and areas specifically designated on the plans. Certain teed Ductile Iron Manhole Lits and Frames are acceptable for use where Io�:kinq lids are specified_ 6. SHALLOW CONE MANHOLES: Shallow manhole construction will be used when manhole depth is four (4) feet or less, All shallow cone manholes shall be built in accordance with Figure 105, All shallow cone rnarlholes stall have a cast iron lid and frame with pick slots_ NOTE- MANHOLES PER FIGURE 105 WILL NOT BE ALLOWED. 7. MANHOLE STEPS; No manhole steps are to be Installed on any sanitary sewer manhole. 8, EXTERIOR SURFACECOATING-. Exterior surfaces of all manholes shall be coated with two mop coats of coal tar epoxy, Koppers "Bitumastic Super Service Black" Tnernec "46- 450 Leavy Tq.em pel," or equal to, a minimum or 14 rails dry film thJokriess_ 9. MANHOLE .JOINT SEALING, All interior andfor exterior joints. on concrete manhole sections constructed for the Ity of Fort Worlh Water Departmerit, excluding only the joints using a trapped type performed 0-ring rubber gazket shall require Bilumastic joint sealants as per Figure CSS, PART D - SPECIAL CONDTIONS This. sealant shall be pre-formed and trowelable Bitumnslic as manufactured by Kent- Seal, Rani-Nek, E-Z Stick. Ar equal. The joint sealer shall be supplied in either extruded p[pe form or-suilable cross-sectional arca or Flat-rape and shall be sued as recommended by the manufacturer and approyed by the Engineer, The joint sealer shall be protected by a suitable removable wrapper and shall not in any way depend on oxidation. evaporation, or any otter chemical action for efthr its adhesive properties or cohesive strength, The Joint sealer shall. remain totally Hexl.We without shrinking., hardening, or oxidlzing regardless of the lengilh of t1me it is expnsf d to the elernen#s. The maWacturer shall rumish ars affidavit attesting to the successful use of the product as a pre-formed fkexible Icint sealant on concrete pipe and manhole sections for a period of at [east five years_ B. EXECUTION- 1 . XECUTION:1 . INSTALLATION OF JOINT SEALANT- Each grade adjustment ring 2�r7d manhole frame shall be sealed will, the above-speolfied materials. All surfaces to be in contact with the joint sealant shall be thoroughly cleaned of dirt, sand, mud., or Wher foreign matter. The mariufaclurer shall apply a printer to aJ[ surfaces prior to. insiailing the joint sealant in ,accordance willi the recommendations. The protective wrapper shall remain on the joint sealant until immedrately prior to. the placement of the pipe in tyre trench_ After removal of the protective wrapper. the joint sealant shall be Inapt clean. install frarrres and cover over manhole opaning with the 4ottom of the rings resting an Uilumasttc joint sealer_ Frarnes and grnde rings shall rest on two (2) rows inside and oulsrde) of Bitum8stic joint sealer. 2. SEALING ANDIOR AD.;USTING EXISTING MANHOLES: Ex vate {reclangular full depth saw cut if iii pavernent) adjacent to the manhole to expose the rsntire manhole frame and a minimum of 6 inches of the manhole wall keeping the sides of the [ranch nearly vertical. Remove manhole frame from the manhole structure and observe the condition of the rrame and grade rings- Any frame OF grade ring that is not su[table for use as determined by the Engineer shall be replaced- Grade rinds That are constructed of brick, block materials ocher than pre-cast concrete rings, or where rfecessary+ and approved by the Engineer, shall be replaced with a pre-.east flattop section. Pre-tact concrete rings, or a pre-cast concrete Flattop section will be the only adjusiments allowed. In briny or block manholes, replace the upper portion of the manhole to a point 24 inrhes below the frame. If the +,valla or carie section below Mis level are structurally unsound, rintlfy the Engineer prior to replacemook of the grade rings and rcanhole fr, me. Existing brickwork, if damaged by the Contractor, shall be replaced at the Contractor's expense_ Wire brash manhole frame and exposed manhole surfaces to remove dirt and toose debris. Coat exposed manhole surfaces with} an approved bonding agent followed by an application of quick setting hydraulic cement to provide a smoolh v ticking surface, If the ir«side diameter 'of die manhole t5 too large to safely supporl new adjustment rings or frames, a flat tap section shall be [nrj alled. .Joint surfaces between, the frames, adjustment rings, and cone section shall be rree of dirt, stones. debris and voids to ensure a watertight seal_ Place flexible gasket joint material along the inside and Outside edge of each Jo[nt, or use trowelable material In lieu of pre-formed gasket rnaterlal. Position the butl joint of each length of joint mst�3riail on apposite sides of Ire manhole. No steel s;hrrns, wood, slpnes, or airy rnalerral not r -17 FART D - SPECIAL CONDITIONS specifically accepted by the Engineer may be used to obtain fIna] .surface elevation of the rnarifrole frame. In paved areas or future paved areas, castings shall be installed by using a stfnighi edge no less than ten (if}) Feet long so that the top of the casting will conform to the slope and finish -elevation of the paved surface. The top of the casting shall be 118 inch below the finished elevalion. Allowances for the compression df the joint material shall be made to assure a proper final grade elevallion, 3. EXPOSED EXTERIOR SURFACES: All exposed exterior surfaces shall be coated with two mop coals of coal lar epoxy. Kopper ILBi tUMaStiC Super Service Black": Tnemec "46- 450 Heavy Tnemecol", or equal, to a minimum of 14 mils dry fllm thickness. 4. The extenor surface of all pre-cast section joints-shall be thoroughly cleaned wily a wire brush and then Waterproofed with a 112-inch thick coat of (Fowelable bilumaslic joint sealani from 6-inches below to 6-inches above the joint_ The coated joint shall thea be wrapped with f mil plastic lo protect the sealant from damage during backfilling, MEASUREMENT AND PAYMENT: The price bid for Flew manhole jnstallaticns shall Include 01 labor, equipment, and rr1ateri81s necessary for c�unstructlon of the manhole including, but not limited to, jolni sealing, lift hole sealing and exterior surface coating Payment shall not include pavement replacemenl, which if required, shall be paid separat.ply The price bits for reconstruedon of existing manholes shall include all tabor equipment and materials necessary for consiructlurr of new manhole, including, but not limited lo, excavaliQn. bankfill, d15p6sal of materials, joint sealing. lift hole sealing and exterior surface Coaling. Payment shall riot include pavement replacement, which if required, shall be paid separately. The price bid for adjusting and/or sealing of existing manholes shall Include all ]akar, equipment and mztedals necessafy for adjusting angor sealing the manhole. Including but not limited to, joint sealing, lift hole sealing, and extericr surface coating. Payment for concrete collars will be made per each. Payment for manhole inserts wrlli be made per each. D. ZS SANITARY SEWER SERVICES Any reconneclion, relocation, re-routes, replacement, or new sanitary sewer service shall be required as shown on the plans, andlor as des�:rlbed in these Special Contact DQruments in addition to those located In the field and identified by the Engineer as autive sewer taps. The service connections shall be constructed by the Conlractor utilizing standard factory manufactured tees. City approved faclory rrraflufactured saddle taps may be used, but only as directed by thre Englneer_ The decision to use 5oddle taps as opposed to lees shall be made on s cosio-by-ca.se basis_ The Contractor slrfall be responsible for cnordinatirlg the scheduling o]' Capping crews wlth building owners and the Engineer In order that the work be performed in ars expeditious manner A minimum of �4 hours advance notice .shall be given when laps will be required, Sevemd.service connections shall be.maintained as specified in-section C8-6.15. D. SF=WER SERVICE RECONNECTION- When sewer service fecarrr,ectierr is called for the Contractor shall vertically adjust the existing sewer service line as rewired for re'connention and Iurnish a riew tap. The fittings used for vertical adjustment shall consist of a maximum band of 45 degrees The tap shall be located cn aii to line up with thre -sefvicr fine and 2void PART D - SPECIAL CONDITIONS any horizontal adjustment. For open cul applications, all sanilary sewer service Illnes shall be replaced to the property or easement line, or as directed by the Engineer. Sanitary sewer services on s8wers being rehabilitated using pipe -enlargernent method's shall be replaced to the }property or easement line or as directed by the Engineer. Procedures lislecd below for Sewer Seryiice Replacement shall be adhered to for the installation of any sewer service line Including the incidentai four (4). feet of service Ilne which is Indl rded in the price bid for Sanitary Sewer Taps. Payment for work such as backfill, saddles, tees,'fittings Incidental Four (4) feet of service line and all other associated appurtenances required shall be Included In the price bid for Sanitary Sewer Taps. F. SE=WER EF�-VIIOE Rr:PLA EMENT� All building sewer services encounti�red during construction shall he adjusted arrdlor replaced by the Contractor as directed by the Engineer as required for the connection of the sower service aloe. II the sewer service tine is In- such ctrndition or adjustment necessitates the replacement of the sewer service line, all work shall be performed by a llsensed plumber. The Engineer shall determine the length of the replacement. All sewer services shall: he resIalted 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 private property, the City shall provide line and grade for the sewer service Ilnes as shown an the project pians Prior to installing the applicable sew8r maim or lateral and the necessary service lines, the Contractor shall verify (by tie-holing at the building clean-out) rho elevations (shown on the plans) at the building clean-out and compare the data with the elevation at the proposed,corinection point on the sewer main, in order to ensure that the two (2) percent minimum slope (or as specified by the Engineer) requirement is satlsfied. Elevtatlans shall also be verified al all bend lot;aiions on the SerViCO re-route. All applicable sewer renins. laterals and affected service lines Shat are installed without de- holing at the affected residences (to. verify design eIevatians) shall be removed and replaced as necessary at the Contractor's expense in the event grade conflicts are brought to light after de-hating rs conducted. All elevation information obtained by the Conlractor shall he submitted to the Inspector, The Engineer shailI be immediateiy nafified ifi the event that the two ( ) percent minimum slope is not satisfied_ If the Contractor delerrrrines that a different ziEignment for the re-route is more beneficial than shown on the plans, the Contractor shall obtain and submit all relevant elevation information for the new alignment to the Inspector and shall be respensibhe for ensuring that the two (2) percent minimum grade (or as approved by the Engineer) is satisfied, Prior to backfilling. the Contractor .5hall double check the grade of the inwalled service line and submit signed documentation veflfying that the line has been installed as designed to the Engineer, fhp Contractor, at its sale expense, shall be required to uncover any sewer service for which no grade verification has been submitted. All re- routes that are nut installed as designed or fall to meet the City code shall be reinstalled at the Contractor's expense. The Contractor shall ensnare Mat the service line Is backfilled and compaoti�d in accordance with the City Plumbing Code_ GonniRctian to the existing sewer service line shall he made with appropriate adapter fittings_ The fitting shrill be a urethane or neoprene coupling A. ,T_AA_ -425 with series 300 stainless steel somf1re5sion straps. The Contractor shall remove the existing clears-cut and plug the abandoned sewer service line_ The contractor shall utillae schedule 40 PVC for all sanitary sewer servlee re-routes or relocations located on private property. Furthermore, the contractor shall utilize the services of a licensed plumber for all service line work on private property. Permit(s) Plust be obtained from the City of Fort W rth Development ..Department for atI seMce line work on private property and all work related .to the service line must be approved by a City of Fart Worth Plurribing Inspector. A.cop of the plumbing permit shall be provided to the Engineer prior to beginning work an the sanitary sewer service re-route and proof of final -acc6ptance by the ; 2 S -19 PART T D - SPECIAL C ONDITIQN Plumbing Inspector shall be prGvided to the Engineer upon completion of the sanitary sewer r(�-route. Payment for work and materials such as backfill, removal of existing clean-outs, plugging the ab,andoried Seamen service fine. double checl ing the grade of tete installed service line, pipe fitliriRs, surface restoration on private property (to match existing), and all -other asseoialed work for service repiacernarits in excess of four (4) linear feet shall be Included to the 11near foot price bid for sanitary sewer service line replacement on private property or public nght of way. Payment for all work and n}aterial involving the "tap" shall be included in the price bid for sanitary sewer service taps. D. 29 REMOVAL, SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES Any removal, salvaging and/or abandanrrkent of existing facillties will necessarily be required as shown on the plans, andfor described in these Special Contract Documents In addilion tet those located in the field and ideriiified by the Engineer. This work Shall be stone in accordance with 'Section E2-1-5 Salvaging of Materlal and E2-2,7 Removing Pipe, of the General Contract Documents and Specificaborts, unless amended or superseded by requirements of this Special ondilion_ A. SALVAGE OF EXISTING WATER METER AND METER BOX: Exisling water meter and meter box shall be removed and retumed to the Wafter Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of materials.. B_ SALVAGE OF EXISTING WATER METER AND CONCRETE VAULT LJD. ExlMing water meter and concrete vault lith shall be removed and returned to the Water Departmerit warehouse.by the Contractor In accordance with Section E2-1.5 Salvaging of Materials, The concrete vault shall' be demollshed in place to a point not less than 18 inches below final grade. The concrete vault shall them be backfilled and compacted in accordance with backrIll melhod as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface resteratlon shall be compatible with existing surrounding surface and grade. C. SALVAGE OF EXISTING FIRE HYDRANT& Existing Fire hydrants shall 'be removed and returned to the Water Department Warehouse by tete ontractof In accordance wIlh Section E2-1.5 Salvaging of Materials, The void shall be backfilled and compacted Pn accordance with backfill method as speclFied in Section E2-2,9 Backfill, Backfill material shall be sr.rilable ex,cavated material approved by the Engineer. Surface rsstaralion shall bea compatible writh existing surrounding surface and grade. D. SALVAGE OF F-XI TIN GATE VALDE; Existing gate valve and valve box and lid shall be removed and returned to Che ater 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 t;omfracted In accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be sijitable excavated material -approved by' the 1=rtgineer. Surface restoration small be compatible wilh existing surrounding surface and grade, if the valve is in a concrete vault, the vaull shall be demolished in place to a Nint no lass than 18" below final grade_ E. ABANDONMENT OF EXISTING GATE VALUE; Existing gate valve and box lid shall be abardaned by First closing the valve to the fully closed posrlion and demcilshing the valve box in place to a pains not less Than 18 inches below final grade. Concrete shall theca be used as backfill mate nnI to match existing grade. ave471-04 SC-20 — PFT D - SPECIAL CONDITIONS F. ABANDONMENT OF EXISTING VAULTS. Vaulls to be damoli5hed In pface shall have lap slab aind fid removed and vault wnils demolished to a point not less than 18" below final grade_ The void area caused shall then be backfilled and compacted In accordance with beckfihl method es sperlfied rn Section E2-2A Backfill_ Backfill material shall be suitable excavated material approved by the Engineer, Surface restoration shall be compatible with the existing surrounding grade, O. ABANDONMENT OF MANHOLES: Manholes to be abandoned in place shall have all pipes entering or exiting the structure plugged with lean. concrete. Manhole tap or cone section shall be removed to the top of the full barrel diameter section, or to point not leas than 18 triches below #anal grade. The structure shell then be backfilled and compacted in accordance with backfill method as specffiad in Section E2-2.9 Backfill. Backfill material may be eakher clean washed Sand of Qtean, suitable; excavated material approved by the Engineer_ Surface restorafion shall be cumpatfble with surrounding service surface, Payment for work involved In backfilling, plugging of plpe(s) and all other appurtenances requited, shall be inciuded in the appropriate bid item - Abandon Exi5tfnq Sewer Manhole. H. REMOVAL OF MANHOLES. Manholes to be removed-shall have all pipe; entering or exiting the structure 'disconnected, The complete manhole. including top or core section. all full barrel diameter section, and base section} shall be removed. The excavation shall than be backrilled and cum par-led In accordance with backfill method as specified in Suction E2-2:s Backfill, Backflla mate nal may be with Type C Backfill or Type B Backfill, ns approved by the Engineer Surface restoration -shall be compatible with surrounding surface, 1. GUTTING AND PLUGGING G EXI TING MAIN& At various Iocaticns on this project, ih may ba required to cut, plug, and block exlsling water rnains/services or sanitary sewer maim-)serwce in order to abandon thea lures. Cutting and plugging i�rxisling mains and)or services shall be considered as incidental and all cast; incurred will be considered to be included in the linear foot bid price of the pipe, unless separate trenching Is required. J. REMOVAL OF EXI TNG PPE; Where removal of the existing pipe is required, It shell be the Contractor's respahsibrlily to properly dispose of all removed pipe. All removed valves, fire hydrants and meter hones shall be delivered to Water Department Field Operation, forage Pard, O. PAYMENT: Payment for all work and material involved in salvaging, abandorifng and/or removing existing facilities shall be included in the linear foo( bid price of the pipe, except as follows; separate payrrrent will be made far removal of all fire hydrants, nate valves, 16 inch and larger, and sanotary sewer manholes, regardless of location, Payment -will be made for-salvaging, abandoning andhor removing all other existing facilities when paid facillly is not being replaced In the sante trench (i.e., when removal requires a s,aparate trench). L. ABAeNDC)NMENT OF EXISTING SEWER I-INE : Where plens call for abandonfrtent of rrxisting sewer mains after ltle construction of a new sewer main, the Contractor shall be responsible for TV inspection of 100% of they existing sewer main to be abandOne d to make a final determination that all existing service cannections have leen relocated to the new main. Once this detef-mination, has been made, the existing main will be abandoned as indleated above in Itern I_ PART D - SPECIAL CONDITIONS D- 30 DETECTABLE WARNING TAPES Delectable underground utility Warning tapes which can be located from the surface by a pipe detector shall be Installed directty above non-makallid water and sanitary sewer pipe. The- detertable tape shall be "Detect Tape" manufactured by Allen Systems, Inc. or approved equal, and 5-hall consist of a minimum thickness 0.35 mil's solid aluminum foil encased in a protective inert plastic jacket thak is impervious. to all kmwn alkalis, acids, chemical reagents and solvents found in the soil. The rninImum overall thickness of the tape shall be 5,5 mils, and the width shall riot be fess thart two inches wlth a minimum -unit weight of 2!12 poundsii Inchi100'. The tape shall be color coded and imprinted with the message as follows. Type of Uldify Cofor Code Legends Water Safety Blue Caution! Buried VVater Une Below Sewer Safely Green Caution! Burled Sevver Lane Sulo+ Installation of :detectable tapes shall be per manufacturer's recommendations and shall be as close to the grade as is practical for optirnum prolectiQn. and detectability. Allow a minimum of 18 inches between the tape and the pips. Payment for work such as backfill, bedding, blocking, detectable tapes, and ail other assucialed appurtenances required shall be included In the unl-1 price bid for thte appropriate bid item(s). D- 31 PIPE CLEANING ,Joints shall be wiped and then Inspected for proper Installation by tt1e inspectors. Fact) Joiril shall be swept daily and kept -clean during installation. A temporary night plug shall t)e Installed.o.T1 all exposed pipe encu during any period of work stoppage. D- 32 DISPOSAL OF SPOILJFiLL MATERIAL Prior to fhe dlsposing of any sppH)flll material. the Conkraclor shall ,advise the Director of Engineering Department, acting as the City of Fort Worth's Road Plain Administrator ('Administrator"), of the Incaticn of all silos where the Contractor intends to dispose of such material. Conlractor shad nol dispose .of such material untJl the proposed sites have been determined by The Administrator to meet the requirements of the Flood Plain Ordinances of the Ciky of f=ort Wcrth (Ordinance No. 10056). All disposal sites musk be approved by the Administrator to ensure that filling is not occurring within a floodplain without a permit. A floodplain permit can be issued upon approval of neceszaryr Engineering studies. No fill permit is required If disposal sites are ncl in a floodplain. Approval of the Contractor's disposal slier shall be evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or by a f=lood Plain FIII Permit authorizing fill within the flood plain. Any expenses associated with obtaining the fill pem�lt, including any necessary Engineering studies, shall be at the Centractcr's expense, In the event that the Contractor disposes of spoilifill material at a site ilhout a fill permil or a letter frorn the admInlstratar approving the disposal rile. upon rlotiflcallon by the Directof of Engineering Department, Contractor shall remove the spoiiffill material at its expense and dispose of such materials In accordance with the Or6nances of the City and INSsection. D- 33 MECHANICS SAND MATERI,ALMEN'S LIEN The Contractor shall be required to execute a release Qf mechanics and material mens liens upon receipt of payment. .,i:2 SC-22 PART D - SPECIAL CONDITIONS D- 34 SUBSTITUTIONS The speoirications for materials set out the minimum standard of quality, which the Oily believes necessary to procure a aatisfactcry+ project_ No ! rubslltulivns wilt be permitted until the Contractor has recelvQd written permission W the Engirteer to make a substiluIion for the material, vvhich teas been speelFled_ Where the lerrn "or equal", or "or approved equal" is used, it is understood Ihat if a rr'ralerial, product, ar piece of. equipment bearing the narne so used is furnl5hed. it will be spprovadle, as the particular fmcle name was used for the purpose of establishing a standard of quality acceplable to the City. IF a product of any cther name is proposed for use, the Engineer's approval thereof must be obtained before tete Contractor procures the proposed subskilule_ Where the term rQr equal", or "or approved equal" Is not used In the specMcations, this does not necessadlyr Exclude alternative items or material or equipment which may accomplish the rnter:ded purpose_ However. the Contractor shall have the frill resp�onalbility of proving that the prcpeaed -substhtulion is. in fact. equal, and the Engineer, as the representative of the City, shall be thesole judge of the acceptability -of substitutions, The provisions of this rib-sect.Ion as related to "sobstltutions" shall be applicable to all sections of these specifications. D- 35 PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER - A, GENERAL: Prior to the reconstruetron, ALL secttorre i0f exislinrg sanitary sewer lines lc be abandoned, removed (excepl where being replaced In the same locatlon), or rehabilitaled (pipe enlargement, curers-in-place pipe, fold and fcrrn pipes, slip-line, etc.), shall be cleaned, and a Ielovision inspection performed to identify any active sewer service taps. other sewer laterals and their location. Work shall consist of furnishing all tabor, material. and equipment necessary for the cleaning and inspection of the sewer lines by means of closed circuit television. SafiF;.fartory precautions shall txe taken to protect the sewer Innes from damage Ihat might be inflict d by the Improper use of cleaning equipment. 1. HIGH VELOCITY JET (HYDRDOLEANIN ) EQUIPMENT, The high-velocity sewer line cleaning equipment 5hal.l be constructed for easy and safe operation. The egiriprnent shall also have a selection of two or more high-valocltyr nozzles. The nozzles shall be capable of producing a scouring action from 15 to 45 degrees rn all size lines designated to be cleaners. Erlpipment shall also Include a hlgh-velocity gun for washing and scannng manhole waits and floor. The gun shall be-capable of producing riows from a fine spray to a solid stream. The egiApment shall carry its own water tank, auxiliary engines. primps. and hydraulically driven hose reel. Hydraulically Propelled Equipment shall be of a movable dant type and be constructed in such .a wny that a portion of the darn may he collapsed at any brise during the cleaning operation to protect 'against flooding of the sewer, The movable dam shall be equal in diameter around the outer perlphery to ensure removal of grease, If sewer clearlrnq balls or other equipmenk, v&ich cannot be collapsed, is used, special procawiorrs to prevent flooding of the saewem and public or private property shall be taken, The flow of rawage present in the sewer fines shall be utilized to provide necessary fluid for hydraulic cleaning devices whenever possible- 2. CLEANING PROCEDURES. The designated sewer rnanhole!� shall he cleaned using high-vaincity Xet equipment. The equipment shall be capable of removing dirt, grease, rocks, sand, and other materials and obstructions from the sewer litres and manholes. tf f cleaning of an entire section cannot be .successfully performed frons one manhoie, the equipmenl shall be sel rip an the other manhole and cleaning again attempted, If, again, su cessful cleaning cannot be performed cr equipment rglls to traverse the entrre manhole section. It will be assumed that a mayor blockage exists, and the cleanrng erfort PART 0 - SPECIAL CONDITIONS shall be abandoned. When additional quantities of water from fire hydrants are necessary to avoid delay in normal working procedures. the water stall be conserved and not used Lpnnea`essarily, No fire hydrant shall be obstructed in case of a fife in the area served b the hydrant_ Before using any water from the City W21er Distribution System, the Contractor shall apply for and receive permission from the Water Department. The Contractor shall be responsible for the water meter and related charges fof the setup. InsludIng the water usage bill. All expenses shall be considered Incidental to cleaning, . DEBRIS REMOVAL AND [)ISP SAL- All sludge. dirt, sand, rack, grease, and other solid or semisolid material resulting from the cleaning operation shall be removed at the downstrearn manhole of the section being cleaned. Pawing material from rnanhole section to manhole section, which could cause Ilne stoppages. accumutatlons of sand in wet wells, or damage p.umging equipment. small not be permitted_ 4. All solids or semisoild resulting from the cleaning operations shall be removed from the alte and ftposed of at a site designated by the EngiFleer. All materials shall be removed from the. :54e rro leis often than at the grid of each workday and disposed of at no additional cost to the City. 5, UNDER NO CIRCUMSTANCE SHALL SEWAGE* OR SOLIDS REMOVED THEREF!RO J BE DUMPED ONTO STREETS OR INTO DITCHES, CATCH BASINS. STORM DRAJNS OR SANITARY SEWER MA HOLES, 6 TELEVISION INSPECTION EQUIPMENT_ The television camera used for the inspection shall be one specifically designed and constructed for --xkrch inrpeclion_ Lighting for the camera shall be suitable to allow a clear picture of the entire perlphery of the pipe. The camera shall be operative In 100% humidity conditions. The camera, television monftor, arta olher cornponerits of the v1dev system shall be capable of producing picture quality to the satisfaction of the Engineer, and if unsatisfactory, equipment shall be removed and no payment will be made for an unsatisfactory inspection, B EXECUTION: 1 . TELEVISION IN PE TION: The .camera shall be moved through the line in either direction at a mt� derate rete. stopping when necessary to permit proper docuMontation-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, Til cable. and powered rewinds or .other devices that .do not obstruct the camera view or interfere with proper documenlation shall be used to move the camera through the sewer line_ When manually operated winches are used to pull tree television camera throLi.gh the line, telephones or other suitable means of cornrrm+jnhcatlons shall be set up bet een the two m2nhotes of the section being inspected to ensure good f:Orr munications between members of the crew The. importance accurate d.ISt2f1Ce measurements is emphasized_. All television inspectlon videolapes shall have a Footage counter Measurement for location of newer service taps shall be above ground by means of meter device. Marking on the cable, or the like, which would require interpolation For depth of martl7 k> . will not be allowed_ Accuracy of the 'dlstanc-e meter shall be checked by use of a walking meter, roll-a-tape, or olher suitable d6vhce, and the accuracy shall be salisfactory to the Eng+neer rm2zL1a $C-24 PART D - SPECIAL CONDITIONS The City makes no:guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The rnetlinds used for securing passage of the camera are to be at the option of the. Contractor_ The cost of retrieving the Television camera, under all ctrcumslances, when it becomes IQdged during inspection, shall be incidenlai to Televlsicn inspectlorG, 2. DOCUMENTATION: Television Inspectlnri Logs; Printed tocatlon records shall be kept by the Conlractor and will clearly show the Iocatrorti in relation to an adjacent manhole of each sewer service taps observed daring inspection. In addition, other points of srgniflce4nce such as locations of unusual conditions, rQotS, stQrrra sewer connections, broken pipe, presence of scale and corrosiort, and other discernible features will be recarded, and a copy of such records will be supplled to the City. 3. PHOTOGRAPHS: Instant developing, 35 mm. or other standard-size photographs of the television picture of problems shall be taken by the Contractor Upon request of the Engineer, as tang as such photographing does not interfere with the ontraclor's operations, 4. VIDEOTAPE RECORDINGS- The purpose of tape recofding ahaat 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 tapas _ shall be furnished to the City for review immedinteiy upon completion of the television irrspactiori and may be relairied a moxirnum of 30 calendar days. Equipment shall be prnvrded to the City by the Contractor for review of the tapes, The Engineer wll.I return tapes to the Contractor upon cornpletion of review. Tapes shall not be erased without the perrt'risston of the Engineer. If the tapes are of such poor quality that the Engineer is unable to evaluate the condlltlnn of the sewer Gine or to locate service r,annecttoris. the Contractor shall be required to re-televise and provide a good gape of the line at no additional cost to the City. If a goad tape cannot be provided of such quality that can be reviewed by the Engineer, no payment for televising this portion shall be made. Also, no payment shall be made for portions or livres not teievlsed or poftinnr. when manholes cannol be negQtizted with the television carnera. THE TAPES SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO CONSTRUCTION FOR REVIEW AND DETERMINATION OF SAGS. Upon completlon of review of the tnprs by the Engineer, the Contractor will be noliltied as to which sections of the sanitary sewer are to be corrected, The Engineer will return tapes to the Contractor upon complytion of review. AN casts associated 'withti this work small be Incidental to ural prices bld fbr iterhs under Television tnspeclMon of the Propgsal, PAYMENT OF CLEANING AND PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The cast for Pre-C4nstrUctiCyn Cleaning and Television Inspection of sanitary sewers shall be per linear final of sewer actually televised. The Conimclor shall provide the Engineer with tapes of a quality that the particular piers of sewer can be readily evaluated as to ex sting sewer oonclttlons and for provrdrng appropriate means for review of the tapes by the Engineer including coltection nrid removal, transpnr{aticn and disposal of sand and debrin [ro+n the sewers to a legal dump site. PAIN D - SPECIAL CONDITIONS Television inspection shall include necessary cloning (h draUllc jol or mechanical cleaner) to provide video imager required for line analysis. The primary purpose of cleaning is for television inspecuon and rehabilitation; when a portion Df a line is not or cannot be televised cr rehabilitated, the cleaning of that portion of line shall be incidental and no payment shali be made. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The melhods used for securing passage of the camera aro to be at the vptlorti of the Contractor, and the casts must be included irr the bid price for T Inspeclions. The cast .of retrieving the TV Carrera, under all circumstances, when it becomes lodged during inspec:flon, stall be incidental to TV lnspectlan. The Item shall alsG. 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- 36 VACUUM TESTING OF SANITARY SEWER MANHOLES D_ t NERAL: This item shall govern the vacuum testing of all nearly conslructed sanitary sewer manholes. B. EXECUTION. 1 TEST PROCEDURE. Manholes shall be vacuum tested prior to any Interior grouting with all connections in place. Lift holes shall be plugged, and all drop-connections and gas sealing ccmneclions shall be installed prior to testing, The sewer lines entering the rnarrhole shall be plugged and braced to prevent the plugs from being drawn into the manhole. The plugs shall be Installed irr the lines beyond the drop-connections, gas sealing connections. etc. The test head shall be placed inside the frame at the tap of the manhole and inf wed in accordarrrze with the manufacturees reearramevdations. A vacuum of ten inches of mercury (10"Hg) shall be drawn and the vacuum pump will be turned off. With the valve closed, the level of viacuum shall be road after the required test time_ The required test time shall be determined from Ifre Table I below in accordance with ASTM O12#493: Table I MINIMUM TIME REQUIRED FOR VACUUM fiROP OF I" lig (10"H9 - 9"Hg) (SEC) Depth of Mi-t, 48-Inch Dib. 60-Inch Dia. (FT.) tytahhole Manhole 0 to 16' 40 sec. 52 sec. 18, 45 sec. 59 see, 20' 50.sec. 1�5 sec. 22' 55 sec. 72 sec. 4' 59 sec. 78 sea. 26' 64 sec_ 8.5 sec. ?8' 69 sec. 91 sec. J&27,Vj -25 PAIN D - SPECIAL CONDITIONS 300 74 sec. 138 sac. For Each 5 sec. 6 sec. Additional 2' I. ACCEPTANCE. The manhole shall be coni iidered acr eptable. it the drop in Ilse level of vacuum: I's loss than one-inch of mercury (1" Hg) afkor the required test lime. Arty manhole, which fails to pass the initial test, must be repaired by el#her pressure grouting through the manhole well or digging to expose the exterior wail of the manhole in order to locate the leafs and seal it with an epoxy sealanl. The manhoie shall be retested as desedbed above until it has successfully passed the test. Following completlon of a successful lest, the manhole shall be restored to its normal con di#ion. 0 1 temporary piugs shall be removed. all braces. equipment, and debmis shall be removed and disposed of In a manner satisfactM to lite EngGneer_ C. PAYMENT: payment for vacuum lesling of sanitary sewer rnanho[es shall be paid at the contract price per each vacuum test. This Orice shall include all mwerial, labor. equipment, and all Incidentals. Pncludtng all bypass pumping, required to .complete the test as specified hareln- D- 37 BYPASS PUMPING The Conlraclor shall Bypass the sewage around the sectian or sections of sewer to be rehabilitated andlor replaced_ The bypass $hrall be made by plugging exisllrrg upstream rrfanhale and purnping the 'sewage into a do nsirearn rnan[iole or adjarenl system or -other method as may he appnovad by the Engineer The pump and bypass lines stall be of adequate capacity and size to handle the flow without sewage Backup occurring to faclili ies connected to the sewer. Provisioms shall be made e# driveways and street crossings to permit safe vehicu1,9r travel without interrupting flaw kn the bypass system_ Under no ctrcumstances will the Contractor be permitted to discharge sewage into the trenches. Payment shall be incidental to rehabilitation or replacement of the sewer Iine. D- 38 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER A_ GENERAL_ After consiruction. ALL sections of sanitary sewer lines shall have a lelevision inspection performed -by art independent sub-Qonlractor hfred by the- prime Contractor. Work shall consist of furnishing all labor, mnterial, and equipment. necessary for in5peclion of the sewer lines by means of Gtosed circuit television. Satlsfiaciory precautions skull he taken to prolecl the sewer lines from damage that might be inflicted by the Improper use of cleaning equipment_ 8_ TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspOciion shall be one specTcally designed and constructed for such inspection. Lighting Ior the camera shall be operative in 100% humidity conditions_ The carnera. Mevislon monitor, and other components Qf the vireo syslem Shall be capable of prodLxcing picture quality to tyre satlsfaclion of the Engineer, and If unsatisfactory, equipment shall be removed and no payment will be made fa.r ari. unsalisfatory Inspection. C_ EXECUTION: ( I. TELEVISION INSPECTION: The camera shell be moved through the 1Ine in either direction al a moderate rote, stopping when necessary to parfait prapar documentatlon of PAIN D - SPECIAL CONDITIONS aiiy sew'ar service taps. In no case will the televlslon camera be pulled at a speed greater than 30 feet per minute_ Manual wmches. power winches,, TV cable, and powered rewinds or other devices that do rnol obslrur,( the camera view or interfere With proper documentation shall be used to move the camera through the sewer line. No more than 2000 linear feet of pipe will be televised at one time for review by the E=ngineer, When manually operated winches are used to pull the television camera lhraugh the line, telephones or other suitable means of cemmun.1cations shall be set up between the two manholes of the section being inspected to ensure good communications between members of the crew, The 1mpart,9nQ-2 of accurate disla_n_ce measurements is emphasized. All television insper,tIon video tapes shell have a foolage counter. Measurement for Iocatlon of sew' er service taps shall be above ground by means of meter device. Barking on the cable. or the like, which would require interpolation for depth of manhole, will not be allowed. Accuracy of the distance malar shell be-checked by use of a walking meter, roll-a-tape. or ather suitable device, an€i trove accuracy shall be saIisfactQry Io the E=ngineer, The City makes no guarantee [hat a'Il of the sanitary newers to be enlered are clear for the passaga 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 carnera, under all circurnstances, when it bacomes lodged during irispectlan, shall be inddentol to Television inspection. andaryr sewer malas must be laced with enough water la fill all law pints. The television inspection must be done immedlatelyr following the lacing of the main with no water flow. If sewer is active, flow must be restricted to provide a clear image of sewer being inspected, 2_ DOCUMENTATION, Television Inspection togs: PT-inted location records shall be kept by Ihi�t Conlractor and will clearly show the location in relation zo an adjacent manhole'of each sewer service tap observed during inspection. All television logs shall be referenced to stationing as shown on the glans, A copy of these television logs will be supplied to the Cily. 3_ PHOTOGRAPHS: Instant developing. 35 mm, or other standard-size photogrnphs of Eh8 television picture of problems shail be taken by the Contractor upon request of the E=ngineer, as king as such photographing does not interfere with the Conlractor's operations, 4_ VIDEOTAPE RE ORD'INGS: The purpose of tape recording shall be to supply a visual and audio record of problem areas of the litres that may be replayed. Video latae recording playback shall be at the same speed that It was recorded. The lelevisicn tapes £hall be famished to the City for review Immediately Lip-on completion of the televisiorl inspection and may be retained a maximum of 30 calendar days. Equipment shall be provided to the City by the Contractor for rev[ew of the tapes. Tapes will be rehumed to the Contractor upon completiork of review by the Engineer_ Tapes shall not be erased without.the per-misslari of the Englneer. If the tapes are of such PQOF quality that the Engineer is unable in evatuste-1he 'ron'dltinn of the-sewer Ifne or to locate service connectinns. the Contractor s h a I I be ro Q uirad Io re- televise and provide a good tape of the line at no additional cosl ro the If a good PART T D - SPECIAL CONDITIONS tape cannot be provided of such quality that can be reviewed by the Engineer. no payment icor televising this portion shalt be made_ Also, no payment shall be made ftrr portions of tines not televised or porti[ans where manholes corrnot be riegatiated with the television camera. D, PAYMENT OF POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS:: The cost for post-construction Television lr1sp4C_'cAinr1 of sanitary sewers shail be par linear fool of sewer tete wised. The Contractor shall provide the EngltHyar with tapes of a quality tha€ the partIcuilar piece' of sewer can be readily evaluated as to sewer conditions and fear providing appropriate means for review of the tapes by the; Engineer, Television inspection shall Include necessary cleaning (hydraulic Jett or mechanicaI cleaner) to provide. video linage required for line analysis. The q+janiity of TV Inspectlon shall be measured as the total length of new pipe installed. All costs a"oclaled .w+iih this work shall be Included In the appropriate bird iter» - Post- onstructlon Talev6on [nspeotlon. The item shall also incilude all costs of installing and rnatntaining any bypass pumping required to provide reliable, regular sewer service Io the area residents. All bypass pumping _ shall be incidental to the projecl, 0- 39 SAMPLES AND (QUALITY CONTROL TESTING A. The Contractor shell fumish. 'at Its oWn expo nze, certifications by a private laboratory For all materials proposed to be used on the project, including a mix design for arry asphaltic and/.Qr Pdrtland cement concrete to be used, and gradation nnnlysrs for sand and crushed stone to be used along with the name of the pit from which the maternal was takers. The contractor shall provide manufacturer's certifications For oil manufactured items to be used In the project and will. bear any expense related thereto, B, Tests of the design concrete fnfx Shall be made by thea contractor's laboratory at least mine days prior to the placing of concrete using the same aggregate, cement, and mortar which are to be used Tatar in the concrete, Tl��e Contractor shall provide a certified copy of the test resulls to the City. C. Quality control testing of in-place materlal on this project iH be performed by the city at its owD expr nse. Any re-tasting required as a resell of failure of the materral to meet protect specifications will be at the expense of the contractor and will be billed at cornrn�ffcial rales as determined by the City, The failure of the City to make any tests of maierlals shall In net way Felieve the cuhtractor of its responsibility to furnish materials and aqulpment conforming to the requirements of the contract. D. Not less than 24 hours notice shall be. provided to the City by Ilia Conlractor fQr 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 Io be inclu6ed In the unit price For the item bding tested. E. The (contractor shall provide a copy of the trip ticket For each load -QF fill material detivered to the jab site_ The lickeyt shall specify the name of the pit supplying the fill material. D- 40 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL (FOIA DISTURBED AREAS DESS THAN 1 ACRE) A. DESCRIPTION-- This items shall consist of temporary soil erosion sediment and water pollution control measures deemed rnece risary by the Engineer for lire duration of the r6N21104 SC-29 PARTD - SPECIAL CONDMONS contract, These control measures shall at no time be used a5 a sub�iitute for the permanent control measures unless otherwise directed by the Engineer and they shall riot include measures taken by the CONTRACTOR to r;o Irol conditions created by his construction eperatioris. The hernporary measures shall Innlude dikes, dams, berms, sediment basins, fiber mats, Jute netting, kamporary seeding, straw mulch, asphalt mulch, plastic liners, rubble liners, baled-Flay retards, dikes, slope drains ar<d other devrces. 6 CONSTRUCTION REQUIREMENT : The.Engirieer has the authority to define erodible earkl7 and the authority to limit the surface area of erodhble-earthy material exposed by preparing right-cf-way, .clearing and grubbing, the surface area.of erodilble-earth material expoaed by excavation, borrow and to direct the CONTRACTOR to provide temporary pollution-control measures to prevent con tamInaIinn of adjacent strLmms, other water caurses. lakes, ponds or other areas of water impoundment. Such work may involve the cunstructiori of temporary berms, dikes, dams. sediment basins, slope drains and use of temporary mulches, mats. seeding, or other con#rat deVlces or rriethods directed by the Engineer as necessary to control sail erosion. Temporary po4lution-control measures shall be used to prevent or corriect erosion ,khat may develop during construction prior to Installation of permanent 0011lution control features, but are not associated with permanent control features on the project. The Engineer will limit the area of preparing right-of-way, clenrfnq 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 patlutivn-cantrol measures current in accordance with the ao�:epted schedule. Should seasonal conditions make such limitations unrea3i5lic, temporary soil-erosion-control measures shall be perforated as directed by the E T-igirreer. _ Waste or disposal areas and consUvction roads -sh3all be located and constructed in a manner that will minimize the amount of sediment enlering stre,! ms. 3. Frequent fordings of live streams will nQt be permitted: therefore, temporary bridges or other structures shall be used wherever an opp.reclable number of stream crossings are necessary. Unless cthervwIse approved in writing by the Engineer, mechanized equi9ment shall riot he operated in live streams. 4, When wchr� areas or material sources are Iacated in or adjaceril to live streams, such areas shall be separated from I.he slream by a dike or other harrier to keep sediment From entering a flowing stream. Care small be takers -during the construction and removal of such barriers to minlmlze the muddying of a strearn. 5. All waterways shall be cleared as soot, as practicable of falsea.rk, piling. debris or other obstructions placed during construction operations that are not a pari of the finished work, '5. The Contractor shall take sufficient precauticns to prevent pollution of streams. Pastes and reservoirs with feels, oils. bitumen, calcium chloride or ether harmful materials. He shall conduct and schedule his opera#Ions so as to avoid or minimize slttation of streams, lakes and reservoirs and to avoid interference with movem(o inl of migratory fish. G. MEASUREMENT AND PAYMENT-. All work, maierials and equipment necess-ary to provide temporary erosion control shad be considered subsidiary to the contract and no extra pay will be given for this work. D- 41 INGRESS AND l GRES IOBSTRUCTION OF ACCESS TO DRIVES PART D - SPECIAL CONDITIONS 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 hoilidays. The Contractor shell conduct his activities to minimize obstruction of access to drives and property during the progress of construction. Notification shall be made to an owner prior to his drlvewpy being removed andJor rebuilt. D-42 PROTECTION OF TREES, PLANTS AND SOIL* All property along and adjacent to the Contractors' operations including lawns, yards, shrubs. trees, etc_. shall be preserved or restored after cornplaticn of the work, to a condition equal to or better than existed prior to start of work. Any trees at other landscape Matures scarred or damaged by the Cantractar's operations shall be restored or replaced at the Contractor's expense. Trimming or pruning 10 flcilltate the work will be permitted only by experienced workmen in an approved manner (No trimming or pruning without the property owners' consent)_ Pruned limbs of I- diameter or larger shall be thoroughly treated as scan as possible with a tree wound dressing. By ordinance, the Contractor must obtain a permit from the City Forester before any worm (trimming, removal, or root pruning) can be done on trees or shrubs growing on public property including street Rights-of-Ways and designated alleys. This permit can be obtained by catling the Fore_str� Office at 871-8738_ All tree work shall he Ir compliance with pruning standards for Mass II Pruning as described by the Nalional Arborist Association. A copy of these slandards carr be provided by calling the above nurrlber. Any damage to public trees die to negligence by the Contractor shall be.assessed using the current formula for Shade Tree Evaluatlon as defined by the lntemational SccieEy of Arboriculture. Payment for negligent damage to public Trees shall be made to the Citj of Dart Worth and may be withheld from funds due the Contractor by the City. To prevent the spread of the Dak Will fungus, all wounds on Live Oak and Rea Oak trees shall be immedlatelyr sealed using a commercial pruning paint. No separate payment wimll be made for any.of the work involved for this item and all costs incurred will be considered a subsidiary cost of the project. D-43 SITE RESTORATI0N The contractor shall be responsible for restoring the site to original grade and condition after completion of his operations subject to apprcyal of the Engineer. The basis fur approval by the Engineef wi.11 be grads restoraiii on to phis mi.nus acre-teeth (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 'C[ity of Fort Worth Standard Product List, for the bid to be considered responsive. products and processes listed in the "City of Fort Worth Standard Product List shalt be considered to meet City of Fort Wurih r'nrrramum technical fequirements. D- 48 TOPSOIL, SODDING,, SEEDING & HYDROMUL HIN This item shall be performed in accordance with the City of Fort Werth Parks and Community Services Deparlment Specificatlans for Topsoil. Sodding and Seeding, rnl2wo4 SC-31 i FART D - SPECIAL CONDITIONS I- TOPSOIL DESCRIPTION: This item wall consist of furnishing and placing a minimum of six (6) inches of topsoil, free from rock and foreign material, in all parkways and rrredians to the lines and grades as establlshed by the Engineer. CONSTRUCTION METHODS Topsoil will be secured from borrow sources as required to supplement materiai secured from street excavation. All excavated materials from streets which is suitable for topsoil will be used ir7 the parkways and medians before any topsoil is obtained from a borrow source. Topsoil material secured from sireet excavn ion shall be stockpiled at locations approved by the Engineer, and at completion of grading and paving operations, topsoil shall be placed on parkway areas so as to provide a minimurn sic (6) inches of compacted depth of topsoil parkways. 2. SODDING DESCRIPTION- Badding will consist of furnishing and planting Bermuda, Buffalo of Bt_ Augustine grass in the areas between the curbs and walks, on terraces, in median strips, on embankments or cut slopes. or in such area's as designated on the Ora ings and In accordance with the requirements of this Specification. Recommended Buffalo grass varieties for sodding are Prairie and 609, MATERIALS-. Sod shall consist of Ilve and gro% ing Bermuda, Buffalo or St. Augustine grass secured from sourcres where the soil is fertile. Sod to be placed during the dormant state of these grasses shad be alive and acceptable. Bermuda and Buffalo grass sad shall have a healthy, virile root system of dense, thickly matted roots throughout a two (2) inch minimum thickness of native soil attached to the roots_ St. Augusline grass sod shall have a healthy, virile root system of dense, thickly matted roots throughout a one (1) inch minimurrx thickness of native soil attacked to the roots. The sod shall be free from obnoxious weeds or other grasses and shall not contain any matter deleterious to its growth or which might affect its subsistence or hardiness when transplanted_ Sod to be placed between curb and walk and on terraces skean be the same type grass as adjacent grass or existing lawn. Care shall be lakeri at all times to retain native soil an the roots of the sad during the process of excavating, hauling, and planting. Sod material shall be kept moist from the time it is dug uritil planted_ When so directed by the E.nglneer, the sod existing -at the source shall be watered to the extent required prior to excavating, Sod material sha11 be planted within three days after It is excavated, -CO STRUCTION METHODS: After the designated areas have b ,er completed to the lines, grades, and cross-sections shown ori the Drawings and as provided for in other iterris of the contract, sodding of the type specified shall be performed in accordance with the requirements hereinafter described. Sodding shall be eifh& "spot" or "black"; either Bermuda, Buffalo or #. Augustine Qras~;. a. Spot Sodding Furrows pamIIet Io the curb line n side aIk lines, t eiye- (12) inches on centers or to the dimensions shown on the Drawings, shall be opened on areas to be sodded. In all roc'-7,-0d S -5 PAIN D - SPECIAL CONDITIONS furrows, sad approximately three (3) inches square shall he placed on Wvelve (12) Inch centers at propel depth so that the top of khe sod shall not be more than one-half (V2) inch below the finished grade. Holes of equivalent depth and spacing may be used instead of furrows. The soil shall be firm around each block and then the entire sodded area shall be carefully rolled with a heavy, hand roller developing fifteen (15) to twenty-five (2 5) pounds per square inch corrmpressinn, Hand tamping may be required on [arraces. b, Block Sodding. At locations on the Drawings or where directed. Sod blocks shall be carefully placed on the prepared areas_ The sod shall be so placed that the entire designated area shall be covered, and any voids left in the block sodding shall be filled with addltional sad and tamped. The entire sodded area shalt be rolfed and tamped to farm e thoroughly cornpect solid mass, Surfaces of block sod. which, in the opinion of the Engineer, rnsy Ride due to khe hetght or slope of the surface or nature of the soil, shall„ upon direction of the Engineer, be pegged with wooden pegs driven through the sod block to the firm earths. sufficiently close to hold the block gad firmly in place. When necessary. the sodded areas snail be smoothed after pl;3ntirig has been completed and shaped to conform to the cross-section previously provided and existing at the time -sodding operallons were begun. Any excess dart from planting operatlons stall ba spread un'ifbrmly over the adjacent areas or disposed of as directed by the Engineer so that th8 cornpteted ,urf8ce will present a sightly appearance. The sodded areas shall be thoroughly watered Immediately after lhey aFP planted and shall be suhr-equerilly watered at such times and in a manner and quantity directed by the Erigineer until completlon and final acceplerrr:e of the project by the City of Fort Worth. 3. SEEDING DE CPIPTID ; " eedirig" will consist of preparing grdund, providing and planting seed or a rnrxture of seed of the klnd speoifled alQng and across such areas. as may be designated on the Qra ings and in accordance with these Specifications. MATE RIAL S- a, General. All seed used must carry a Texas Testing Seed labeJ showing purity and germination, name, type of seed, and that the seed meets all requirem.ents of the Texas -Seed Law. Seed furnished shall be of the previous season's crap and the date cf nnalys4s shown on each tag shall be within nine (9) rnanIhs of lime of delivery to the project. Each %rariety of seed shall he furnlehed and delivered in separate bags or c:onlainerS. A sample of each variety of seed shall be furn.ishpd for analy-sis and testing when directed by the Engineer. The specified seed shall equal or exceed the following percentages of Purity and germine I ion Common Mame Pq ty Germinatlan Common: Berrnuda-Grass 95% 90% Annual Rye Grass b° 95% Tall Fescue 95% 90% Western Whealgrass 959 0% rrz�'.Yr r -33 -I PART D - SPECIAL CONDITIONS Bulrfala Grass Varieties Top Gun 95% 90y% Cody 95% 9[�% Table 120.2.(2)0. URBAN AREA WARM-SEASON SEEDING RATE (Ibs.); Pure Live Seed (PLS) Mixture for Chay or Tight Soils Mixture for Sandy Solis Dales (Eastern Sections) (Weartern Si2clionst (All ectlons Feb 1 9ermudagras5 40 Buffalogrsss' 80 Dermudagrass 00 to auffalograss 80 Sermudagra3ss 20 Buffalograss 40 May 7 Total: 100 Tolal: 100 Total: 100 Table. 120.2.(2)b TEMPORARY COOL-SEASON SEEDING RATE; (Ib.) Pore Live Sued (PLS) Dates (All Sections) Aug 15 Tall Fescue 50 to Western Whealgrass so may i Annual Rye 50 TOl241. 100 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 this Contract, seeding of thte type specified shall be performed in accordance with the requirements hereinafter described, a. I alering. Seeded areas shall be walered as dirccled by the Engineer so as to prevent washing of the slopes or dislodgment of the seed. b. Flnlshing. Where applicable. Ihe shoulders. slopes. and ditches shell be smoothed after geed bed preparation has been completed and shaped la conform IQ the cross-sectlnn previously provided arid existing at the tame pJanIirig operations were begun. BROADCAST SEEL)ING_ The seed or seeid mixture in the givanlity specified shall be uniformly distributed over the areas shown on the Drawings and where directed_ If the sowing of seed is by brand, rather than by mechanical methods, the seed Shall be sown in two .directions al righl angles to each ether. &sod and fertilizer shall be distributed al the same time provided the specified uniform ratan of application for both is obtained. "Fialishirig" as specified err Section ID--45. .Construction Methods. is not applicable since no seed bed preparation Is required. DISCED SEEDING. Sall over the area shown on time Drawings as directed to be seeded shall be loosened to a minimurn depth .of three (3) loofas and all panicles in the seed bed shall be reduced to lass than one (1) inch in diameter or they shall be removed_ The area aha II then be finished to Ilrre and grade as specified under "Finishing" in Section I3-45-, Construclion Methods, The Seed, or seed mixture, specified -shall then be planted at the rate required and the application shall be made uniformly. If the se irkg of sedd iS by hand rathf r than by PART D - SPECIAL CONDITIONS mechanical methods, seed shall be raked or harrowed Into the sail to a depth of approximately one-eight (11,9) inch. The planted area shall be rolfed with a corrugated roller of the "Cullipacker" type. All rollfng of Ilia slope areas shall he on the contour. ASPHALT MULCH SEEDING. The sail over the area shotivn on the Dra ingsr or as directed to be seeded, shall be Joesened to the minimum depth of three (3) inches and all particles in the seed bed shall be reduced to less than one (1) inch in diameter, OF they shall be removed. The area shall thea be finished to line and grade as specified under "Finishing" in -action D- 45, Construction Methedr;,. Water shall then be applied to the cultivated area of the seed bed until a rriinlmum depth of six.(() Inches is thoroughly molstened, After the watering, when the ground has become sufficiently dry to be loose and pliable, [he seed, or seed mixiure slaeoif€ed. shall then be planted at the rata required and the applicalion shall be made tundarmly. If 11he sowing of seed -is by hand, rather than me-chanical methods, the seed shall be-sown in two directlons at right angles to each other. Seed and fertillzer may be distributed at the sane time, provided the specified uniform rate of applicatlon for both is obtained. After planting, the seed shall be raced or harrowed into the soil to a depth of approximalely one-quarter (1')4) Inch. The planted surface area and giving a sfrxooth surface without ruts or tacks. In between the lime CUMpacting is completed and the esphalt is applied, the planted area shall be watered sufficien#iy to assure uniform moisture from the surface to a minimum of six (B) laches in depth_ The appflcation of asptrall shall follow' the last watering as rapidly as- possible_ Asphalt shall be of the type and grade-as shown on tree Drav Ings Pnd shall iz;onforrn IQ the requirements of the stern 300, "Asphalts, Oils anal Emulsions". I the type:cif asphalt to be used Is not shown on the Drawings, or if Drawings are not included, their MS-2 shall be used. Appllcalions of the asph: ll shall be at a rate of lhree-tenths (0.3) gallons per square yard, It shall be applied to the area in such a mar ler so Ihat a complete film Is obtapned and the finished surface shell be comparatively smooth. RE- EEI)INO OF AREAS PLANTED WITH COOL SEASONS SPECIES. Areas where tarnprrrary rucl season species have been planted may �e replarrled beginning February 1 with warm season species as listed in Table 120,2(2)a. The re-seeding WIll he achieved in the following manner. The roof season species shall be mowed dawn to a height of one (t) inch to insure that slit-seeding equipment will be able to cut through the turf and achieve adequate soil penetration, ` Slil-seeding, is achleved through the use of an implement which cuts a furrow (silt) in the soil Arid places the seed w the silt which is then pressed dose with a Qutt packer wheel, . HYE)ROMUL H SEEDING- If hydro inulgh seeding is provided, sed mfx shall have 135% purity. of Bermuda grass and have a germinatlon rate of 90%. Contractor shalt ensnare that tyre grass establishes. 5. CONSTRUCTION WITHIN PARI{AREAS TURF= RESTORATION OF PARD AREAS; FERTILIZER rorroa C-35 PART D - SPECIAL CONDITIONS DESCRIPTION- "Fertilizerr' will consist of pmviding and distributing fertilizer OVeF such areas as are designated an the Drawings and In accordance with these S pecificatiians, MATERIALS: All fertilizer used shall be delivered In bags or wntainers clearly labeled showing the analysis. The fertilizer is sut)ject to testing by the City of Fort Worth In accordance with the Texas Fertllizer Law. A pelleted or granulated fertilizer shall be used with an analysis of 16-20-0 or 15-5-8 or having the analysis shown on the Drawings. The figures in the arnalysis represent the percent of nitrogen, phosphoric acid. and pataSh nutrient$ respect[vely as deterrri[r d by the methods, of the Association of Official Agricr,ltural Chemists. In the event it is necessary to substitute a fer#ilizw of a different arraly,515, it shall be a pelleted or granulated fertilizer w4th a lower concentration_ Total arnounl of nutrients furnished and applied per acre shall equal or exceed that specified for each nulrienL CONSTRUCTION METHODS-. When an ilem for fertllizer is Included In khe Orawlings and proposal, pelleted or granulated feri4lizer shall be applied uniformly over the area specified to he fertillv�d and in the rn; inner difected for the particular item of work. Fertilizer shall be dry and Jn good physical corrdttion. Fiertllizer Ihat is powdered to caked will be rejected Distribution of fertllizer as a particular Ilam of works shall meet the approval of khe Engineer. Unless otherwise Indicated on the Drawings, fertilizer shall be applied uniformly at the average rate cf 1hree hundred (8C0) pounds per acre for all types of "Studding" and four hundred (400) pounds per acre for all types of "Seeding" MEASUREMENT- Topsoil Secured from borrow sources will be measured by the square yard in.place on the project slte. Measurement wRlk be mane only on lopsafls secured from harrow sources. Acceptable material for " eedkrig" will be measured by the linear font, complete In glace. Acceptable m8terial for "Sodding" will be measured by the linear foot-complete In place. Acceptable material for "1`er ilizef" shall be subsidiary to the price of sodding'or seeding. PAYMENT, All wvrk performed as, ordered and measured shall be subsidiary to the Contract. unless and otherwise noted in the plans and bkd documents to be paid for at the unpt price bid for each item of work. Its price shall be full compensation for excavating (except as noted below), loading. hauling. placing and furnishing all Iabor, equipment, tools. supplies. and incidentals necessary to complete work. AH labor, equipment. tools and incidentals necessary to supply, transport. stockpile and place: topsail or salvage topsoil as specified shall be included in "Seeding" or "Budding.. bid items and vkrlll Trot be paid for directly, "Spot sodding" or 'block sodding" as the case may be, will be paid for at the contracl unit prir:e per square yard, complete in place, as pfov4ed in the proposal and contract_ The contract unit prii;e shall be the total compensation for Furnishing and placing all sad, for all rolling and tarn ping, for all watering; for disposal of all-surplus materials. and 'for all materials. Iabar, equipment, tools and incidentals necessary to complete the work, aft in accordance with the Drawings and these Specificatiions. �c z-rr.+ C-36 PART D - SPECIAL CONDITIONS The work performed and materials furnished and measured as provided under "Measurement" shall he paid for at the unit price for "Seeding", or "Sodding", of the type specified. as the rase may be, which price shall each be full compensatfon for furnishing all materials and far performing all operations necessary to complete the wod< accepted as follows- Fertilizer rmatedal and application will not be measured or paid for directly, but Is considered subsidiary to Sending and Seeding. D- 46 CONFINED SPACE ENTRY PROGRAM It shall be the responsibility of the conlractor to implement and maintain a variable "CONFINED SPACE ENTRY PROGRAM' which must meet OSHA requirementt, for all its employees and subcontractors at all klmes during construction. All active sewer manholes. regardless of depth. are defined by OSHA. as "permit required confined spaces". Contractors shall submit an acceptable 'CONFINED SPACE ENTRY PRO R.A " 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 COMPLETIOII INSPECTtONIFINAL INSPECTION 7. Prior to the final inspection being conducted 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 complete. S. The inspector along wilh appropriate City staff and the City's consultant skull make an inspeclion of the substantially completed work and prepare and submit to the contractor a list of items needing to be completed or corrected, 9. The contractor shall take immediam steps to rectify the listed deficiencies and nntrfy 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 price. Contractor shall still be required to address all other deficiencies. which are discovered at 018 time of final inspection. 11. Firial inspection shall be in conformance with general condltlon item "C5-5,1a IFInal Inspection' of PART G - GENERAL CONDITJOhl _ D- 48 EXCAVATION NEAR TREES (WHERE IDENTIFIED ON THE PLANS) 1_ The Contractor shall be responsible for taking measures to minimize damage to tree limbs, tree trunks. and tree roots at each work site, All such measures shall be considered as incidental work included in the Contract Unit Price bid for applicable pipe or structure installation except for short tunnetingltme augering. _ Any and all trees located within the equipment operating area at each work site shall, at the direction cf the Engineer, be protecled by erecting a "snow fence" along the strip line or edge of the tree root system between tree and The construction area, 3. Contractor shall inspect each work site In advance and arrange to have any tree. limbs pruned that alight be damaged by equipment operations. The Engineer shall be rnatified l � f SC-37 PART D - SPECIAL CONDITIONS at least 24 hours prior to any tree trimming work. No trimming works will be permitted within private property without written permission of the Owner, d. Nothing shall be stored over the tree root system within the drip line area of any tree. 5. Before excavation (off khe roadway) Within the drip line area of any Iree, the earth shall be sawcut for a minimum depth of 2 feet. 6_ At designated locations shown on the tlraWings. the "Short tunnel" method using Mess 51 D.I. pipe shall be L flized. 7. Except to areas where clearing is allowed, all trees up to 8" in diameter damaged during construction shall be removed and replaced with the same type-and dlamefer tree at the contractor's expense, 8. ontraCtDr shall employ a qualified landscaper for all the work required for tree care to en.sure utilization of the best agricultural practices and procedures. 9. Short tunneling shall consist of power augefing or hand excavation. The tunnel diameter shalt not he larger than 1-112 times the outside pipe diameter Voids remaining after pipe installation shall be pressure grouted. 0- 49 CONCRETE ENCASEMENT OF SEWER PIPE Concrete encasement of sewers shall be paid far at the Contract Unit Price per linear foal of concrete encasement as measured in place along the centerline of the pipe for each plpe diarrreter indicated. The Contrail Unit Priice shall include all costs associated with installation and reinforcement of the concrete encasement, 13- 50 CLAY DAM Clay dam constmaction shall be performed in accordance with the Wastewater ater Olay Darn Construction, Bore in the Drawings in these Specifications. at locations indicated an the Drawings or as directed by the City. Olay dams shall be keyed into undisturbed sail to make an irnpervlcus 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, placing and finishing shall be subsidiary to the price bEd for pipe installation. D- 51 EXPLORATORY EXCAVATION {D-HOLE} The Contractor shall be responsible for verifying the locations of all existing utilities prior to construction, in accordance with item ID--6. ,At locations identified can the drawings, contractor shall conduct an exploratory excavation (D-Hole), to locate Arad vefify the location and elevation of the existing underground utility where it may be in potential conflict with a proposed facility alignment. The exploratoryexcavation shall be conducted prior to construction of the entire project only at locations demoted on the plans or as directed by the engineer. Contractor shall submit a report of findings (including surveyed elevations of existing conflicting utilities) to the City prior to the start of construction of the entire project_ If the contractor determines an existing utillty is in conflict with the proposed facility, the contractor shall contact the engineer immediately for appropriate design modifications. The contractor-strait rnake the necessary repairs at The exploratory a "vaIion (D-Hole) to obtain a safe and proper driving surface to ensure the safety of the general publle and to Meet the tar27l04 -38 PART D - SPECIAL CONDITIONS approval of the [ty inspector, The Onlrac#or shall be tlable for any and all damages incurred due to the exploratory excava.[ion (0-Hole). Payment small not be made for -verification of existing utilifles per item D-6_ Payment for exp[bratory excavation (D-Hole), at locations. identilted on the plans or as d[rected byr the Engineer, shall include Ul compensalion for all materials, excavation, surface restoration, field surveys, and all incidenlals necesser� to complete the work, shall be the unit price bid. No payment shall be made for exploratory excavatlon(s) conducted after constfuction Inas begun. D- 52 INSTALLATION OF WATER FA ILMES 62.1 PnlyvInyl 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 Contract Documenis, Payment for work such as backfill. bedding, blocking, detectable tapes and an other associated appurlerient requPred. shall he Included in the tinear foot price bid of the appropriate BID ITEM(S). 52.2 Blocking Concrete blocking an this Rroject will necessarily be eequired as shown on 1:he Plans and shalt he installed in acdardance with the General Cnnlract Documents. All valves shalt have concrete blocking provided for suppariing. No separale payment i[I be made for-any of the wark mvc)lved for the Item and all costs tWcr.rrred wilt be constditred to be included to the Iirtear foot bad price of the pipe or the bid price of the valve. 52.3 Type of Casing Pipe 1, WATER: The casing pipe for open cut and bred or tunneled section Fhall be AWWA C-200 Fabricated Electrically Welded Steel Water Pipe, and shalJ conform to the prpvi5lans of E1-15. E1-5 and E1-9 In Material Speciricatlans of General Contract Documents and pocifrcations for Nater Department Projects_ The skeel casfng pipe shall be supplled as � !ca[lows: For the inside and outside of casing pipe,.coal-tar protective coating in accordance willh the requirements of Sec, 2.2 and related sections in AWWA C-203_ Touch-uo after field welds sh.aJk provide caatIng equal Io those specified above. C_ Minimum thickness for casing pipe used shall be 0.375 tach. Stainless Meet Casing Spacers (centering style) such as manufactured by Cascade Waterworks fvlartufecirtrIng Company ur an approved equal shall be used on all non- cdncrefe pipes when installed in casing. Installation shall he as recommended by the Manufacturer. 2, SEWER-. Baring used on this project shall be in'acc;ordance with the material sEandard Et-15 and F Qnstruc[ion s18ndard -15 as per Fig, 11U of the General Contract Documents. 3_ PAYMENT: Payment for all materials. labor, equipment, excavahbn, concrete grout, beckflll, and incidental work shall be Included in th4D unit price bid per fool, 52.4 Tile-his roc ,oa -39 PFT D - SPECIAL CONDITIONS The Caritractor shall be responsible for making tie-ins to the existing water mains. It shall be the responsibillty of the Contractor to verify the exaot lar.8tlof-i and etevsliop of the existing line tie-ins. And any diffefences in locations and elevation of existing line tie-iris between the contract drawings and what may be enc;ountefed in the field skull be considered as incidental ta constroct.lon, The cask of making tie-ins to existing water or Sanitary sewer mains shall he included in the linear foot bid prlce of the pipe. 552.5 Connection of Existing Mains The Contractor shall determine the exact Iocatiofi, elevation, configuratlon and angulation of existing water or sanitary sewer lines prIcr to manufacturing of the conriectirig piece. Any. differences in Iocatlam elavatlofi, configuration, and or angulatlon, of existing ]Ines between the contract drawings and what may be encountered in the said work shall be considefi9d as incidenW to construction. Where It is required to strut doyen exiS49 Mains in order to make proposed corinectlons, such down time small be Coordinated with the Engineer, and all efforts shall be trade to keep this down time la a minimum, in case of shuriing down an existing main. the Contractor shall notify the Manager, COn5tFUCtiork eryces. Phone 871 .7813, at least 48-hours pnor to- the required shut dawn lime. The antractor's attention is directed to Paragraph C5-5-15 INTERRUPTION OF SERVICE, Page. 5-5(5), PART C - GENERAL CONDITIONS OF THE NATER DEPARTMENT' GENERAL CONTRACT DOCUMENTS AND GENERAL SPE IFIOATiON5. The onlractor shall notify the customer both personally and in wfiting ns IQ the location. lime, and schedule of the service interruplion- The cost of removing any existing concrete btocking shall be Included in the cost of connection. Unless bid separately all cost incurred shall be included in the linear foot price bid for the i�Qpmpriate pipe site. 52.6 Valve Cut,lns It may be necessAry to cut-in gate valves to isolate the water main from which the extension znid/or replacement Is to Ina conrnected, This mil y require closing valves In other lines and putting consurner5 out of service for th2t penod of time necessary to cut in the new valve: the work must be expedited to tie utmost and all such cut-ins rnusl be cQordinated with the engineer ire -charge of inspection. All consumers shall be individually advised prior to the shut out acrd advised of the approximate length of lime they may be wilhoral service. Payment for work such as backfill, bedding. fittings, bldoking and all other associated appurtenants required. shall be included to the price of the appropriate bid Items, 52,7 Water Services The relocatton, replacement, or recorinection of water services will be required as shown on the plarls. ;3ndfar as descdbed in these Special Cor:Iract Documents In addil#Ion to those located In the field and identified by the Engineer. Ail service's shall be constru:ked by .ne contractor utilizing approved factory rrrar�ufactf,red tap saddles (when i,:egtjired) and corpofatioR slops, type K cepper water tubing, curb stops with lock wings, meter-boxes. and If required approved manufactured service branches. All materials used shall be as specified in the Material `5landards (E1- 17 & El-18) rsontolned In the General Cor1t{act Documents. All water services to be replaced shall be in8lallad at a minimum depth of 36 irnches below final grade- ire2T'04 -40 PART D - SPECIAL CONDITIONS All existing 314-inch water service limes which are to be replaced shad he replaced with 1- i.nch Type K copper, 1-tach diameter tap ,addle when required, and 1-Inch corporation from the main Ilne to the meter box. All services which are to he replaued or relocated shall be instalfed with the sarviicia main tap and service line being in line with the service meter unless otherwise directed by the Englneer. A minim+im of 24 hours advance notice shall b�e given when service interruption will be required as specified In Section C5-5.15 INTERRUPTION OF SERVICE. All water service maters shall be removed, tagged, and collected by the contractor for pickup by the Water Department for reconditioning or replacement. After I rtstai I a tion of the aler service in the proposed location and receipt of a meter from the project inspector the contractor shall install the meler. The meter box shall be reset as necessary to be flush wilh 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 licensed pJurnber. _. 1. WATER SERVICE REPLACEMENT _ Water service replacement or relocati6n is required-when the existing service. is lead or is too shallow to ovoid breakage during streel racar5s#rnotian. The contractor shall replace the axisting service line with Type K copper _ From the mala to the ureter, curb stop with lack wings, and corporation ::top. Payment for 'all work and materials such as backfill. tlttlrsgs, type K copper tubingq curb stop with lock wwgs, service lire adjustment, and any relocation of up to 12-inches from center line existing mater lavation to canter line proposed meter tocat10n sha11 be included in the Linear Fool price bid for Copper Service dine from Main ta- five (5) feet behind Meter_ Any vertical adjustment of customer service line within the 5 foot ansa shall be zubstdiary to the service insiallatlon. Payment for all work and materials each a5 tap saddle (if required), corporation stops. and fittings shall be included in the price hid for SGrvlc8 Taps to Main. 1, WATER SERVICE RECONNECTIOW Water service reconnection is required when the existing service is copper and at adequate depth to avoid breakage during slreet reconwuctian. The contractor shall adiiist the existing water servtce lime as required. for reconnection and furnish a new tap with corporation slop_ The contractor will be paid for one (1) Service Tap to Main for Bach service reconnected plus for sny copper service IiniL- used In excess of five (5) feet from Main to five (5) feet behind the Meter. _ WATEkERVICE'METER AND METER DOX RELOCATIONS: When the replacemanl and relocallan of a. ater service and meter box is required and the location of the meter and meter box is moved more than twelve (1 2) inches. as measured from the center Ilne of the existing meter to tocation tis the center line of the propcs8d meter location, separate paymem will be allowed for the relocation of service meter and ureter box. Centerline Is defined by a line extended from the service tap through the meter. Only relocellons made perpendicular to tris centerline will be paid for separately_ Relo,-_atiorrs rnade -alQng the centerline will be paid of In feet of capper -,ervice lige, When relocation of service meler and meter box is requited. payment for all work and rrlaterial� such as backfill, fittings. fiva (5) feet of type K capper service and all mnterrals, roma -41 PART D - SPECIAL CONDITIONS labor, and equipment used by and for the Ilcansed plumber shall be included In the price bid For the �ervlce meter relocadon. All other costs will be included In oth6r appropriate bid item(s). This Rem will also be used to pay for all service meter and meter box relocat-lons as required by the Engineer when the service Ilne Is not being replaced. Adjustment of only the meter box and customer servlce line within 5 feet distance behind the meter will not justify separate payment at any Wne- Locations with multiple service bran r_-hes will b8 ppid for as one service meter and reeler box reloca lon. 4. NEW SERVIC E' When new serviobs are required the contractor shall install tap saddle. (when required), corporation stop, type K copper service line, curb stop with lock wings, and meter box- Reinforced plastic meter boxes with cast iron lid shall be provided for all inch water meters or smaller. The reinforced plastic water mater boxes shall comply with section E1-18A — Reinforced Plastle Water Beier Boxes. Payment tot all work and materiels such as backfill. fittings. type K copper tubing, and curt stop with lock wings shall be included in the Linear foot price bid for Service Line from Nlaln tQ Meter FIM(5) feet behind the meter. Payment for all work and materizis such as tap saddle. corporation stops, and fittings shell be.included in the pfloe bid for Service= Taps to Mains, Payment for all work and materials such as lumishirig and setting revw meter box shall be included in the price bid for furnish and set metef box- 1. MULTIPLE SERVICE BRANCHES-, Whe'n multiple service branches are required the contractor shall fumish approved factory manufactured branches. Payment for multiple service branches will include rurnishing and installing the multiple service branch only and all other cost will be included In other appropriate bid item(--)- 2. MULTIPLE STREET SERVICE LINES TO SINGLE SERVICE METER, Arxy multiple service lines with taps servicing a single sefv�ce meter encountered duf-Ing construction shall be replaced with one service line that is applicabie for the size of the existing s'ervice meter and approved by the Engineer. Payment shall be made at the unit bid price in the appropriate bid item(s) 52.82-Inch Temporary Service Line A. The 2-inch temporary service main and 3/4-Inch service lines shall be installed to provide temporary water service to all buildings that will necessarily be required to have severed vuat�r servrce during Bald work. The �ontraokor shall be responsible for coordinating the schedule of the temporary service conneclJons and permanent service reconnectlons'with the building owners and the Englneer In order that the work be performed in an expeditious manner, Severed water service mast be mcanriected wilhln 2 hours of discontinuance of service. A. -inch tapping saddie and 2-inch corporation stop or -inch 'gate valve with an ap¢ropriate fire hydrant adapter fitting shall be required at the temporary service point of connecWn to the City water supply The -inc;h temporary service main and 314-inch service lines shall be installed In accordance IQ the attached flqures 1 , 2 and 3. " temporary service line shall be cleaned and sterilized by using chlorine gas or chlorinated lime (HTH) prior to installation. Tr2:,arJ -42 PART ❑ - SPECIAL CONDITIONS The. out-of-service meters shall be removed, tagged and collected by the Conlractor for dblivery to the Water 0epartmen( deter Shop for reconditioning or replacement. Upon restoring permanent service. the Ontractnr shall re-install the nieter5 at the correct location. The dieter box shall be reset as necessary to be flush with the existing ground or as other Ese directed by the Eng[neer_ The lemporary service layout shall have a Minimum available f]ow rata of 5 GPM nt a dynamic pressure of 35 PGJ per service tap, This criteria shall be used by the. ontractor to determine the length of temporary service allowed, number of service taps and number of feed points- When the temporary sefvice is required for rrore than one location the -inch temporary service pipes, 3/4-inch service lines and the 2-irtch meter shall be moved to the next successive project location. Payment for work such as filtings, 314-inch service lutes, asphalt, barricades, alt service connections. removal of temporary services and all other associated appurtenants requrred, shall be included in the appropriate bid Jtem. B. In order to aipcurately measure the amount of water used during cbnstruction, the 'Cantmctor will install a fire hydrant' meter for all lemporary service Ilnes. Water used .daring eOWFUclion for flushing new mains that cannot be metered from a hydranl will be eslirrrated as accurately as posalble. At the pre-coristructaorr conference the carTtractor will advise the inspector of the nurnber of rrsetem That will be needed along with the locations where they will be used. The inspector will deliver the hydrattl meters to the locations. After inslaltation, the contractor will lake full responsibility for the meters until such time as the contractor returns lhaso meters to the Irwspector. Any damage to the meters will be the sole responsibility of the contractor, The Water Cepartmr !nt Deter :Shap wilt evaluate the condition of the meters upon return and if repairs are needed the canlractor will receive an invoice for those repairs. The issued meter is for thi$ specific project and Iorntion only. Arry water that the contractor may need far personal use will require a separate hydrant meter obtained by the Conlractof. at its cost, from the Water Department, 52.9 Purling and Sterilization of Water Lines Before being placed into servlce all newly constructed water lines shall be purged and sterilized In accordance with E2-24 of the General Cgritmct Documents and Specificalions accept as modli5ed herein. The City will provide all water for INITIAL cleaning and sterilization of water Iirr All materiels for construction .of the project, including appropriately sized "pipe cleaning pigs., chle lne gas or chlorinated lime (HTH) shall be furnished by the Contractor. Chlorinated lime (HTH) shalt be used In sufi'iclent quantlties to provide a chlorine residual of fifty (50) PPM. The residual of free chlorine shall be measured atter 24 hours and shall not be. less. than iQ }parts per rnllllorr -of free chtorine, Chlorinated water shall be disposed of in the sanitary sewer system, Shculd a sanitary sewer not be avallable, chlarinated water shall be "de-chlorinated" prior to disposal. The lime may not be placed in service until two successive sats of samples, taken 24 hours apart, have met the eslablished standards of purity. Ptirging and slerilization of the water lines shall be considered as ln6den'tal ro the project and all costs incurred will be considered to be Included in the Ilnear foal hid price of the pipe. +or7ra -43 PART D { SPECIAL CONDITIONS 52.10 Work Blear Pressure Plane Boundaries Contractor shall take rote that the water lime to be replaced under this contract may crass or may be in close proximity to an existing pressure plane boundary. Care shall be taken tc ensure all "pressure plane" valves. inslalled are installed closed and no cross connections are made between pressure planes 52.11 Water Sample Station GENERAL: -All ,pater sampling station lnsta[lations will be per attached Figure 34 or as required in lame water meter vaults as per Figure 33 unless otherwise directed by the Engineer_ The appropriate water sampling station will be furnished to the Contractor free of charge; however, the Contractor wi4 he required to 01ok up this Item at the Field Operations Warehouse. PAYMENT FOR FIGURE 34 INSTALLATIONS: Payment for all work and materials necessary for the insIa11atIon of the 314-tach type K capper service line V� ilJ be shall be Included in the price bid for copper Service Line from Main to Meter. Payment for all work and materials necessary for the instailatiorx tap saddle (if required). corporation stops, and fittings shall be included in [tie price bid for Service Taps to Main_ Payment for all work and m,9terials necessary for the installation at the samplIng st6tion, concrete support btocl , curb stop, fittings, and an inciderilal 54eet of l pe K .copper service line which area required to provide a complete and functional water sampling station �h'aII be included In the price bid for Water Sample Stations. PAYMENT FOR FIGURE 33 INSTALLATIONS, Payment for all work and materiai5 necessary for the installation tap saddle. gate valve, orad fittings shall be Included in the pnce-bid for Service Taps to Main: Payment for all v nrk and materials necessary for the inslalla#Ion of the sampling stalion, rnddlfcation to the vault, fittings, and all tyke K copper service Iirtie which are required to provide a camplete and fun0ional wat-r 5arnpling station shall be included in the pace bid for Water Sample Stations_ 52.12 Ductile Iron and Gray Iron Fittings Referents fart E2 Construction Specifications, Secilon E217 Installing Cast Iron Pipe, Fittings. and Specials, Sub section E2-7.11 Oast Iran Fittings: E2-7,11 DUCTILE-IRON AND RAY-IRON FITTINGS. -Ail ductile-Iron -and gray.tron fittings shall be furnished wth cement mortar Ilnincg as stated in Section E1-7. The price bid per ton of fittings shell be payment in full for all fittings. joint accessories, polye Thylone wrapping, horizontal concrete blocking, vertical tie-down conorete blocking, and concrete cradle necessary for construction as designed_ All .ductile-Iron and gray-iron fittings, valves and specials shall be wrapped wrilh polyethylene wrapping conforming to Matorial Specification E1-13 and Construction Specification E2-13, Wrappin.q shall precede honzantal concrete blocicirig, veiticai tie- down concrete blocking, and concrete cradle. Payment for the polyethylene wrapping, ,a. . r SC-44 PART a - SPECIAL. CONDITIONS horizontal concrete blocking, vertical tie-down'concnE�te blocking. and concrete cradle shall be included in bid items for vales and fittings and no ether payments will be allowed. D- 53 SPRINKLING FOR DUST CONTROL All applicable provisions of Standard Specifications ltemQ. " prinklln for Dusk cntral" shalt apply. However, no direct payment will' be made for this item and it shall be considered to this contract. D- 54 DEWATERING The Contractor shall be responsible for determining the method of dewatering operallon for the water or sewage flows from the existing mains and ground water. The Cantractor shall be responsible for dnmage of any nature fesulling from the dewatering operations. The DISCHARGE frem any dewatering operation shall be conducted as approved by the Engineer. Ground water shall not be discharged irnto sanitary sewers_ Dewatering shail he considered .as Incidental to a constriction and atl costs Incurred will be considered to be included in the project price. O- 55 TRENCH EXCAVATION ON DEEP TRENDIES Contractor Io prevent any water flowing Into aper4 french during construction. Contractor snail not leave excavated trench open overflight. Contractor shall fill any lrerich the same day of 8x avatian. Nin 1,-x1r8 payment shall be allowed for this special condition. D- 56 TREE PRUNING A. REFEREN ES: National Arborist Assoclatlon's "pruning Standards for S made Trees" 6. ROOT PRUNING EQUIPMENT 1. Vibratory Knife 2. 1lermeer -155ORG Root Pruner C_ NATURAL RESOURCES PROTEGT[C)N FENCE . Steel "T' = Bar stakes,.B feet Icng. 4. Smooth Horse-Wire. 14-912 gauge (medium gouge) or 12 gauge (heavy gauge). 5. Surveyor's Plastic Flagging: "Tundra" weight, International fluorescenl orahgp or red color_ 6_ Combinadon Fence: Commercially manufactured combination sail sepefator fabrlr; on wire mesh backing as shown on the Drawings. D. ROOT PRUNING 7. Survey and sl8ke locatlon of root pruning trenches as shown on drawings. PART D - SPECIAL CONDITIONS d_ Using the approved speci#fed equipfuent, make a cut a mtrainium of 36 lnches deep in order to minimi p damage to the undislurbed root zone, 9_ Backfill and compact the trench Immediately after trenching. 10_ Puce a 3-k� t wide by 4-Inch deep cover of mulch over the trench as req u[red by the Englneer, 11, Within 24 hours, prune. flash with ground and backfill any exposed fonts dtte to corralrtaction activity. Cover with wood chips of mulch in order to equalize sari temperature and minimize water loss due to evaporation_ 12. Limit any grading work within conservation areas to -inch maximum cut or fill, with nin mots Laver 1-4nch diarneter being cul unless cut by hand or cut by specified methods, equipment and protection. E. MULCHING, Apply -inches to 4-inches or wood chtps from trimming or clearing -operation on areas designated by the Engineer. F Tree Pruning shall be considered subsidiary to the project contract price. D- 5T TREE REMOVAL Trees to be mmoVed shall be removed using applicable methods, including stump and rapt ball removal, loading, hauling and dumping. Extra caution shall be taken In not disrupt existing utilities both overhead and buried, The Conlractor shall irnmediately repair or replace any damage to utilities and private property including, but not limited to, w8ter and sewer services. pavement. fences, walls, sprinkler system piping, etc., at no cost to the Owner. All costs for free removal. including temporary service costs, shall be considered subsidiary to the project cQritracl price and no addilional Payment will be afla ed. D- 58 TEST HOLES The matter Qf subsurface exploration to ascertain the nalure of the sails, including the amount of rock, If any. through which this pipeline installation is to be made is She responsibility of any and all prospective bidders, and any bidder Qn this pmjecl shall -submit his bld under this condition. Whelher prospective bidders perform this -subsurface t:xploration jointly or independefltJy. and whether they make such determination by the use of test holes or ether means. shad be left to the discretion of such prospective bidders. If test borings have been made and are provided for bidder's inforrnaaion, at the Iocaticn5 shown on the lags of borings in the appendix of this specification, it IS eXpressly declared that neither the City nor the Engineer guararilees the accuracy For the inforrrtalion or that the material enrountered In excavaltons is the same, eilher in character, Iocafion, or elevatlon, as shown on the boring lags. It shall be the responsibility of the bidder to make such subsurface Inves.tGgalions, as he decals necessary to determine the nature of the material to be excavated. The Contractor assumes all responsibility for interpretation of these records and for malting and maintaining 1he required exc,svviben and of doing other work aftfecled by the geology of the sate_ The cast of all rock removal and other associated appurtenances, if required, shall be i11cluded in the linear foot bid price Qf the pipe_ f un Vol -413 PART D - SPECIAL CONDITIONS D- 59 PUBLIC NOTIF$CATfON PRIOR TO BEGINNING CONSTRUCTION AND NOTIFICATION OF TEMPORARY WATER SERVICE INTERRUPTION DURING CONSTRUCTION Prior to beginning construction on airy block In the project, the conlractor shall. on a block by block basis, prepare and delver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The r.ojice 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 ire 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 (ii,e, type of Cc nstruction-activity), actual construction duration within the block, the name of the contractor's foreman .arid his phone number, the name of the City's inspector and his phone number and She City's after-hours phone number. A Sample of the 'pre-construction not ifl:rallorn' flyer is attached, - The contractor thaill submit a schedule showing The consTruction start and finish lime for each bloi-k of the project to the inspector. In addition, atopy of the flyer small be di�llvered to the City inspector for his review prlor to being distributed. The contractor will not ba allowed to begin construction on any black antll the flyer is delivered to all residents of tha bfook. In the eveM It becomes necessary to lemparorily shut frown water service to residents or businesses during constructlon, tine contractor shall prepare and deliver a notice or frier of the pending rnterruption to the front door of each affected resident. The notice shall he prepared as follows. Thi notification or flyer shall be posted twenty-four (24) prior to The temporary interruption. The flyer shall be prepared on the r~ontraotor`s letterhead and skull include the following Information. Marne of the project, DOE number, the date of the interruptlon of service, the periad the interruption will take place, the name of the contraciar's foreman and his phone number and the name of The City's inspector and his phone number_ A sample of the temporary water service utter-uption notification is attached. A copy of the temporary Interruption natific-aUon shall be delivered to The inspector for his review prior to being dKOFibuted. The contractor shall not be permitted to proceed with interruption of wafer service until the flyer has been detivered to all effected residenLS acrd businesses. Electronic Versions of the sample flyers can be obtained from the Construclion office at (817) 871-8306. A11 work involved with the notification flyers sha11 be considered subsrdrary to the contract price and no additional compensation shall be made. D- 60 TRAFFIC BUTTON The removal and replacement of traffic buttons is the responsibility-of the contractor and shall be considered a subsidiafy Item. In The everil that the WntraCICF prefers for the Signals. Signs and Markings Division (SSMD) of the TranspertalionJPublic Works Department to install the Markings. the woractor small contact SSMD al (817) 871-8770 and shall reimburse SSIVID for all casts incurred, both labor and material. No additional compensation shall be made to the contractor for ( this reirnbursernent_ I r i27 C-47 PART D - SPECIAL CONDITIONS D- 61 SANITARY SEWER SERVICE CLEANOUTS honevet a sanitary sewer service Ine Is Installed or replaced, the Contractor shall install a two- way service cteanaut as shown in tete attac#ied detail. Cleannuts are to be installed out of high traffic areas such as driveways, streets; slda alks, etc. whenever possible, When It Is nol possible, the cleanout stack and cap shall be cast ifon. Payment for all work and materials necessary for the Installation of the two-way tervice cl6anout which are required to provide a complete and functional san lary sewer cleancul shall he Included in the price bid for Sanitary Sewer Service Cteanouts. D- 62 TEMPORARY PAVEMENT REPAIR The Uril'Facter shall provide a ternipwary pavement repair immediately after Irench barkct'ill and eQmpac lion usirng a minimum bf 2-Indies of hot mix .asphalt over a Minimum of 6-Inches of compacted flex base. The existing asphalt shall be saw cut to provide a uniform edge and the enlife wldlh and langth of the terr3prarary repair scull be rctled voth a steel asphalt fuller to provide smooth rideabillty on the street as well as provide a smooth transition between the exisling pavernerit and the temporary repair. Cost of saw cutting shall be subsidiary to the temporary pavement repair pay Item. The Qorrtractor shall be responsible for maintaining the temporary pavement Un(ll the paving conlraotor has mobilized_ The paving r:orrlractor shall assume maintenance responsilailiN upon such mobilization. No additional ccmpensatiQn shall be made for maintaining the temporary. pavement, 0- 63 CONSTRUCTION STAKES The City. 1hraugh its Survey<cr or agent, will provide to the Contractor construction stakes a athar customary method of markings as may be found consistenI with prof essionaI practice, establishing line anal grades for roadway and utility constf action. and centerlines and trenchmarks. for brkige ork. These stakes shall be set sufficiently in advarnce to avoid delay whenever practical. One set of stakes shall be sei for all utility construction (water, sanitary sewer, drainage etc,), and one set of excavationlar slabillzatlion stakes, and one set of stakes for curb and gutterfor paving. It shall be the sole responsibility of the Contractor 10 preserve. marntaln. transfer, etc., all slakes furnished untll complellon of the construction phase of the Project for which they were furnitshed_ if 'he City or its agent determines that a sufficieriI number of stakes or markings provided by the City, nave.been fast, destroyed, or diSturbed, to prevent the proper prosecution and control of the work contracted for in the Contract Documents. it shall be the Contractor's responslbillty, at tho Contractor's sole expense. to have staph stakes replaced by an individual registered by the Texas Board of Professional Laird Surveyor as a Registered Land Surveyor. No claims for delay dire to lack of replacement of construction stakes will be accepted. and time w111 conlinue to be charged ifi accordance with the Gonlracl Documents. D- 64 EASEMENTS AND PERMITS �. The performance of this contract requires pertain temporary construction, right-of-entry agreements, aftdlor permits to pefform work on private property. The City has attempted to obtain' the temporary constfuction andlor right-Df-entry agreements for prepertles where conslruction activity is ner,.essary ori City owned facilities, such as sewer lines or manholes. For locations where the City was unable IG obtain the easement or right-of-entry. it S -48 FAIT D - SPECIAL CONDITIONS shall be the Contractors responsibility to obtain the agreement prior to beginning works on subject property. This shall be subsidlary to the contract- The agreernents, which the City has obtained, are available to the C011tPaCtOr for review by contacting the plans desk at the Departrnerrt of E=ngirti5ering, City of Fork Worth. Also, ht shall be the responsibility of the Contractor to obtain wrftken permission from property owners to perforin such work as cleanout repair and sewer service replacement on private property. Contractor shall adhere to all requirements bf Paragraph C6-6.10 of the General Contract Documents- The Contractor's attention is directed to the agreernent terms along with any special conditions that may have been imposed on lhese agreen;eni<s, by the property owners. The easements and/or private property shall be cleaned up after use and restored to its original condItian c Inetter- In event additional work room i�i required by the Contractor, ft skull be the ntractor's responsibility to oblairi written permission frorn the property owners involved for the use of addl icpal property required- No additional payment will be allowed for tris itern, Th e City has obtained rhe necessary documentation far railroad aridlor-highway permits requir-ed for construction of this project_ The Contractor shall be responsible for complying with all provisions of such permits, including obtaining the requisite iriSUrance, and shall pay any and all costs associated With a required by the permit(s), It is the Contractor's responsibility to provide _. the required flagmen and/or provide payment tv the appropriate railroadlagency for all flagmen during construction in rai,lroad/agency right-of-way- For railroad permits, any and all casts associates/ with cornpliar}ce with the permit{s} including payrnent for flagmen shall be Subsidiary to the bid !torn price for boring under the railroad. No addItianal payment will be allowed for this item. D- 66 PRE-CONSTRUCTION NEIGHBORHOOD MEETING After the pre-construction conference has been held but before construction is allowed Io begin on this project a public meeting will be held at a lova#tan to be determined by the Engineer. The contractor, inspector, and project manager shall meet Wth-all affected residents anti present the projected schedule, including construction start date. and answer- any construction related questions_ Every effort will be made to schedule the neighborhood rneelirGg wilhin the two weeks follo ing the pre-conskruclion conference but In no case will construction be allowed to begin until this meeting is held. D- 66 WAGE RATES The labor classifications and miniMUM wage rates set forth herein have been predetei-mined b the City Council of the City of Fort North, Texas, in accordance with statutory requirements, as being the prevailing classifications and fates that shall govern on ail work performed by the Contractor or any Subcontractor on the site of the project covered by these Contract Documents, In ric event stall less than the following rates of wages be paid. {Attached} D- 57 REMOVAL AND DISPOSAL OF ASBESTOS CEMENT PIPE A. It is the intent of the City df Fort Worth to comply with the requirements of the Asbestos National Emissions Standards for Hazardous Air Pollutants (NE HAP) found at 40 CFR Part 61 , Subpart M. This specification will establish procedures to be used by all Excavators in the removal and disposal of asbestos content pipe (ACP) in compliance with NESHAP. Nothing in lhis specification shall be construed to void arsy provision of a nor roe -4 PART T D - SPECIAL CONDITIONS contract or other law, ordinance, regulation or policy whose requirements are more stringent_ B, ACP Is d fined tjnder N ES HAP as-a Category Ii, non-friable material 1n its intact state but Wh[ch may becorne friable upon removal. demolition and/or disposal, Consequently, if the removali disposal process renders the ACP friable, it is regulated under the disposal requirements of 40 CFR 61.150. A NE HAP notification must be filed with the Texas Department of Health. The notification must be filed at least ten clays prior to removal of the material, If It rerr7alns in Its. non - friable state, as defined by the NE HAP. It Can be disposed as a conventlonal construction waste. The Environmental Protection Agency (EPA) defines friable as material, when dry. which may be crumbied, pulverized or reduced to pawder by hand pressures. C_ The Generator of the hazardous material is responsible for the Identification and proper handling, transportation, and disposal of the material. Therefore, it is the pollcy of the City of Port Worth that the Excavator is the Generator regardless of whether the pipe is friable or not. D. It is the intent of the City of Fart Worth that all ACP shall be removed in such careful and prudent manner that it remains intact and does not become friable, The Excavaf.or is rospcnsible to employ those means. rnelhods, techniques and sequences to ensure this fesult. E. Compliance with all aspects of worker safety and health regulations incCuding but not Ilmited to the OSHA Asbestos Standard is the responsibility of the Excavator, The City of Port Worth assumes no responsibility for compliance programs, which are the responsibility of the Excavator. (Copy of forms atlached) F. The removal and disposal of ACP shall be subsidiary to the cost of installing the new pipe unless otherwise stated or indicated an the project plans or contract documents. D-68 STORM-WATER POLLUTION PREVENTION (FOP DISTURBED ,AREAS GREATER THAN 1 ACRE) PEWIT As defined by Texas Commission on Environmental .Quality (TCEQ) regulations, a Texas Pailutant Discharge Elimination System (TPIDE ) General Construction Permit Is-requited for all construction activities that result in the disuirbaF)ce of one to rive acres (Small Construction Activity) or five or mare acres of total land (Large Construction Activity), The contraotar is defined as an "opefiatoe' by state requlations and is required to abIain a permit, Information concerning the permit sari be obtained through the Internet at http,ll tiv .tnrcc,state_tx_uslpermIttingiwater permtwwpermlean sti-Lrct.h#ml. Soil stabilization and structural pfactlees have been selecfed and desigried in accordance with North Central Texas Council of Govemmenis Best Management Pradices and Erosion Central Manual for Construction Activities (amp Manual). This manual can be abtained ihfaugh the Internet at www df storm ate r,comIrunoff.11tmi, N01 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. T.he rnethods of control she 11 result in minimum sediment retention of riot less than 70%. trio SC-b0 PAIN D - SPECIAL CONDITIONSNOTICE OF INTENT T{f 1D . If lila project will resulC in a total land disturbance equal to or greater than 5 acres, the contractor shall sign at tine {ire-construction meeling a TCEQ Notice of Intent ( OO ) farm prepared by the erigineer. it serves as-a notlficstlon to the TCEQ of construction activily as wall as a Commitment that the contractor understands. (he requirements of the permit for storm water discharges from construction activities and that measures will be takers to implement acrd rnaintain Storm water pollution prevention gal the sine- The NOI shall be ~Submitted to the TGE ? at least 48 hours prior to the contractor moving on site and Sha[I include the required $100 application fee. The N01 .shall be mailed to: Texas Commission on Environmental Oualily Storm I atV & General Permits Team: MC-.228 P-O. Box 13087 Austin, TX 78711-3087 A copy of the N01 shall be sent to; City of Fort Worthy DL-partmenl of Environmental Management 6000 MLK Freeway Pori Worth, TX 7611'9 NOTICE OF TERMINATION (NOT): For all sites that qualify as 1_8rge Construction Activity. the contractor shall eign, prior to final payment, a TCEQ Notice of TefMinalian (NOT) form prepared -- b� the engineer. it Serva s. as a notice khat the sI{e is no longer subject to the requirement of Na permit. The NOT should be mailed to: Texas Commissibn on Environmental Quality Storm Wati�f & Gene reI Permits Team: M -228 P.O. Box 1'3087 Austin, TX 78711-3.687 STC]RM WATER POLLUTION! PREVENTION PLAN (SWPPPI: A doeument eonsistirig of an erosion conlrol and toxic waste management plan and a. narrative deRning site param'etars and techniques to be employed to reduce [lie release of sediment and pallu#ice from the construction situ- Five of the project PPP"s arae available for viewing at the plans desk of the Department of Engineering. The selected Contractor shall be provided with Ihree copies of the SWPPP after award of contract, along with unbounded oapieF, of all Farms to be submitted to the Texas Corr mission on Environmental QUality- LARGE CONSTRUCTION ACTIVITY — DISTURBED AREAE IAL TO OR GREATER THAN 5 ACRES. A Nonce of Intent (hNOI) form shall be completed and submitted to the TCEQ including payment of the TCEQ required fee- A SWPPP that meets all TCEQ rogrkirements prepared b the Engineer shall be prepared and irrrplgmented al least 48 hours be-fore the cnrnmenuQment of construction activllie8. The SWPPP shr•a11 be Incerpora led Onto in thre contract dacurnenls. The rcntractcr shall submit a schedule for implementation of the W PPP. Deviations from the plan must be submilled to the-engineer for approval. The SWPPP is not warranted to meet all the i�,ondilions of the permit since the actual conslruntion activities may vary from those arkliclaated durkrig the preparaticn of the SWPPP. Modiflcati0ns may he required to fully conform to Ihie re=quirements of the Permit. The contractor must keep a copy of the most a.vrrenl SVVPPP at the corislr4ction site. Araya alterations to the SWPPP proposed by the contractor mutr i be prepor+3d and submitted by the contractor to the engineer for review and approval- A Notice of Tf�rminati❑n I PART D - SPECIAL CONDITIONS (NOT) form shall he submltted within 30 days after tinal stabilizatlon has leen achieved on A portions of the site that is the responsibility of the permittee, or, wh'en another permitted operator assumes control avOr a]I areas of the site that have riot been Ili naIly stabilized. SMALL CONSTRUCTION ACTIVITY -DISTURBED AREA ECUAL TO ORGREATER THAN ONE ACRE BUT LESS THAN FIVE ACRES: Submission of a NO form is not required_ However, a TCEQ Site Notice farm roust be completed and posted of the site, A copy of the completed Site Notice must be seni to the City of Fort Worth Department of Enviranmental Management at the address listed above. A SVVPPP, prepared.as described above, shall be irnplE�!rnented a least 48 hours before the commencement of construction activittes. The, S.WPPP must include desertphons of control measures neoe5sory to prevent and control soil erosion, sedimentation and water pollution. and will be included in the contract documents. The control measures shall be irislalled and maintained throughout the constructlon to assure effective and continuous water pollution control. The cunlrchs may include, but not be limited to, spit fences, straw bale dikes, rock berms, diversion dikes. interceptor sales, sediment traps and basins. pipe slope gain, inlet proternion, stalailized construction entrances, sending, sodding, mulching. sail retention blankets, or other sirtictural or non-structural swarm water pollutJon controls. The method of cortlrol shall resull in a minimum sediment retention of 709K as defined by the N TGD "BIMP Manual." Deviations rrom the proposed control measures must ba stibrnitted to the engineer for apprQv+ 1, PAYMENT FOR SWPPP IMPLEMENTATION- Payment shall be made per lump sura as shown ort the proposal as full compt?nsalion for all items oantalned In the project SWPPP, FOR D[ TIIRBED ARENAS LESS THAN t ACRE, SPECIAL CONDITION D - 40 SHALL BE APPLICABLE. 0-69 COOROINATION WITH THE CITY'S REPRESENTATIVE FOR OPERATIONS OF EXISTING WATER SYSTEMS It :s-the Contractor's res pon iIniIity to coordinate any eVen I that will require con nectingg to or the operation Qt an existing City water line system with the City's representativL-- The Conlractor may obtain a hydrant water meter from the Water Department for use during the life cf named pfoject. In The event the Contraclor requires that a water valve on an existing llve system be turned Off and any to accommodate the construction of the project, the Contractor mus# coordinate this activity through Lhe appropriate City representative, The Dontramr shall not operale water 11ne valves al exisling vuater system. Failure to comply wiJ1 render the Contf actor in vialalion of Texas Penal Code Title 7, Chapter 28.03 (Criminal Mischief) and the Carltractet will be prosecuted to the full extent of the law. In addition, the Contractpr will assume all liabilities and respansibilities as a result of thess actions, D-70 AfDDITTONAL SUBMITTALS FOR CONTRACT AWARD The City reserves Ilse righI to reg uire any pre-goaIlif led contractor who is the.apparent low btdcer(s) for a project to submit such additional information as the City, in sole di5cfetior3 may require, including but fioi limbed to manpower and equipment records, information about key personnel to be assigned to the project, and con!sIr.rotion schedkile. to assist the City in evaluating and assersing the ability of the apparent low bidder(s) to deliver a quality pnDduct and successfully complete projects for the amount bid within the stipulated time frame. Based upcn the City's assessment of the submitted mfQrrnalion, a recommeridalion recgafding the award Qf a conlracl will be made to the City Council, Failure to sLbmrt the addltlunal Inforrination if requested -52 PAIN D - SPECIAL CONDITIONS may be grounds for rejocting the apparent low bidder as non-res ponMve. Affected r orltractors will be notified in writing of a recommendatfun 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 un sa I is fa ctery per-fQrrmance andlor of failure to frrainIain the ccnIra rt schedule. Ilse following process shalt be appllcadlw The work progress on all construction projecls will be closely mon1tored. On a bi-munlhly basis the percenlage of work completed will be compared to the percentage of time charged to the contrast. If the amount Of work performed by the onlractor is less than the percentage of Urne allowed by 20% or more (example; 10% of the work completed in 30% of the stated contract time as may be amended by grange order), lh-e following proactive measures will be taken: I- A letter will be mailed to the con Iractor by certified rrrail, return receipt requested demanding that, within 10.days from the date that the letter is received, it provide sufficient equipment, rnatedaIs and labor to ensure completion of the work within the c an#rack tlme. In the event the contractus receives such a letter, the contractor shall provide to the City an updated schedule showing how the project will be cornpieIad within the contract fine- The project Manager and the Directors of the Cepgrtmem of Engineedng, Water Department, and Dapartrnenl of Transportallon and Public Works will be made aware of the 5iluation If necessary, the City Tanager's Office and the appropriate city cn4ncil member' may also be informed. 3. Any notice that may, in the City's sole discretion, be required to be provided to interesled individuals will distrimbuted by the Engineering Department's Public Information Officer. 4, boon receipt el the cenIractor's response, the appropriate 0ity depa rl lents and directors will be notified- The Engineering Department's Public Information Officer will, if necessary, then forward updated notices to the Interested Individuals, 5. 1 the contractor fails to provide ars-acceptable schedule or fails IQ pefform sat lsfactori ty a second time pnor to the complelion of the contract, the-bonding -wmparry will be notifre'd appropriately- 0-72 A$R POLLUTION WATCH DAYS The Contractor ihall be required to observe the following guidelines relaLing to working on City constructlon sites an stays deslgnated as "AIR POLLUTION WATCH IDAYS". Typically, the OZONE SEASON. within the Metroplex area, Funs from May 1 , through OCTOBER'31, with 6:00 a.m. - 10,00 a.m. being critical BECAUSE EMISSIONS FROM THIS TIME PERIOD HAVE ENOt1O1-1 TIME TO SAKE IN THE HOT ATMOSPHERE THAT LEADS TO EARLY AFTERNOON OZONE= FORMATION. . The Texas CommissiQn ori E nvironmental Ouslity (TOEO), In coafdinatlorr ill-I the National Weal ger Service. will issue the Air Pollution Walch by'3-,00 p.m. an the aftemoon. prior to the WATCH day. On designated Air Potil i.itIon VV,3tcti Days, the Contractor shall bear the _I PAIN D - SPECIAL CONDITIONS responsibility of t 6nq aware that such days have brwen destgriated Air Pollution Watch Days and ss such shall not begin work until 10:00 a m. whenBver constrwotion phasing requires the use of motorized equipment for periods in excess of 1 hors. Huwever, 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 Em1Iting", or equipment burns Ultra Low Sulfur Diesel (L)LSD), diesel ernuisions, or alternative fuels such as GNG. If theonl.ractor 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.n1.. on a designated Air Pollut!Qn Watch Day. that day will be wnsidered as a weather day and added onto the allowable weather days of a given month- D-73 FEE FOR STREET USE PERMITS AND RE-INSPEGTIONS A fee for street.use permlts is in effect. In addition, a separate fee for re-inspec- lens for parkw.ay+ consitructicn, such as driveways, sidewalks, a#c_, will be required. The fees are as follows: 1, The street permit Feb 'as $50,00 per per-mil with payment due at the time of permit applicatlon. 2_ A re-inspection fee of $25.00 will he assessed when work fat which an inspection called for Is incornpleto. Payment is due prior to the City performing re-inspection. Payment by the contractor for all street use permils and.re-inspeclions shall be considered st,bsidrary to the contract cost and no additional compensation shall be made. -54 (To be printed ca Contractor's Letterhead) Date: DOE No: 3176 PHOJEtrT NAME:.Maia CIC4B Sanitary Sewer Drainage urea *art 15 LMAPSCO LOCATION: 76L L15ETS OF CONST.: Nest of 9'' Avenue aioap, FWVM between+ Rasedale and Oleander Estimated Durmion of Construc[ion on your Street : <XX> days THJS IS TO INFORM YOU THAT UNDER A CONTRACT WITH TRE CITY OF FORT T WORTH, OUR COMPANY WILL REHABf- ,ITATE SEWER LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION N WILL BEGIN APPROXIMATELY SEVEN DADS FROM THE DATE OF THIS NO"CE. IF YOU 14-AVE QUESTIONSABOUT ACCESS, SECURITY, SAFETY O ANY OTHER ISSUE, PLEASE CALL: Mr. <C0NTRA CTO R'S SUP ERUfM NMF-NT> AT <TELEPFFOIYE N0.> 0 Mr. <CITY INSPECTOR> AT fTELEPHONIE NO.> i AFTER E 4:30 PM OR ON WEEKENDS, PLEASE CALL 871-7970 PLEASE KEEP THIS FL YER HANDY WHEN U C4LL. mar 60 ;�a1� . PART D - SPECIAL CONDITIONS CITY OF FORT WORTH HIGHWAY AY CO TRU TION PREVAILING WAGE RATE FOR 2000 CLASSIFICATION HOURLY RATE Asphalt Raker $10.32 Asphalt Shoveler $9.75 Batching Plant Weigher $9.65 Carpenter (Rough) $13.64 Concrete Finisher-Paving 510,16 Concrete Finisher Helper (Paving) $9.70 Concrete Finisher-Structures 513,44 Flagger 57.00 Farm Builder-SITuctures $13.44 Fofm Setter-Paving & Curbs $10.25 Fora Setter-Structures 59.75 Laborer- urnmon 57.64 Laborer-Utility $_64 mer'hanlc $13.25 Servicer 510.13 Pipe Layer 57,35 Pipe Layer Helper $6,75 Asphalt Distributer Operator $11.45 Asphalt Paving Machine Operetof $11.09 ancrete Paving Saw $10,53 Crane, Clamshell, Backhoe. DL-r c*. Dragilne, Shovel CY) Crane, Clamshell, Backhoe. Derrick. Dragline, Shovel (> 1 112 $11.52 CY) Front End Laader(2 1/2 CY & less) $9.94 Front End Loader (over 2 112 CY) $9.'2 MlMng Mach[ne Operator $8.00 Mixer $11-00 Motor Grader Operator (Fine rade) $12.31 Meter Grader Operator $13,75 Paver enk Marking Machine $11 .00 Roller, Steel Wheel Plant-MIx Pavementq $9.88 Roller, Steel Wheel Other Flatwh eel or Tarnping $12.12 Roller, Pneurnatic, Self-Propeller! Scraper $8.02 Trawling Mixer $10.0a Re[nbreing Steel Setter (Paving) 159,75 Truck Driver-Single Axle (Light) 15.00 Truck Driver-Tandem Axte errni-Trailer $10,22 Track Drlver-Lov+wboy,lFloat $10.54 Truck Driver-Tfansit Mix $10.63 Truck Drlyer-Winch $.9.80 ro ' -56 i PART T D - SPECIAL CONDITIONS 1 rV2rf-04 -57 FORT WORTH Dow. DOE MO. XXXX Proloo "Amer NOTICE OF 'TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPRO EMENTS IN YOUR NEIGHBORHOOD. YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF _ AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT-OUT, PLEASE ALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE N-UMBER) OR R. AT (CITY INSPECTOR) (TELEPH0NE LN 11 kiBER) THIS INC'OlYVE EN E WILL BE AS SHORT AS POSSIBLE. THANK YOU, CONTRACTOR PAIN D - SPECIAL CONDITIONS F TEXAS DEPARTMENT OF HEALTH � DEMOUTION I RENOVATION NOTIFICATION F Rm F NOT E: CIRCLE ITEM 5 THAT AA E XA E N DED Tr} H NOTIFICATIONN K 1) .3ba'em�n:C onrrapl rJr; TQi L;cerlsg lure oaf � ktlt<r�s3_ �61y, ks�L4: 71p Ofrico Phan13 Numbor,{ 7 Jib Site FJ1orio NurrsbLrr: __ Sika Suvery-sty. TIOH Ltcar.so plumber Lr Sitc $apply_s#r: T7]H Llci r,Se Num ier Trained NESHAP Iri�yodc 431; CaPi5cz lnr3 0010; d Oem htio;i Urllfadw 0r(Iw Philne Nurn arl 1 a AdcleN-v _ Uy. Stale;;Zx_ I y 2) F!Foje:lConsutlgniLrt0;3)g,�rgr; TDH UconseNumtter, Wi-fing AR#rr,. s- _ Clky: $Tare: lop: 'Ofke Phone Number:t 1 T A 31 i�cli�q0xnr Js ��='ing A�d:ess; A Coy, Sala' Zip- OwnezPri-onehumterf_} "Nato:Thu Invnicg fo.r th 00TIf unlorl r00 WN 11 h9 SOMI 16ln0 oWnOr Of the bulldlahg and the bLFllrtq� addrh4i for Ih4 Iny0jea will ha _ McIna a from Ihp Jniafmolion Phot Ia provid94 In thf15 semi n, E PhyrI47aj MCFPSS: Counl}e city.. Zip', 5 Fnii ly Phone *Murnm( ? Facility Cantacl Pemn: H Oescr;pnon of AreivRoum rummer A priorFulurRUsn: P Ails o.�uifUilN�jF;lCi111 ;�Si q' �lum4er of Floors: Scic*j (K - 12); YES —.N0 1) Yype C�Wrarls; Dumglivarl Renevn lon(Atiatarrranl) _ Annuai'Cansmldmed T Werk vnir tie during_ _ Tray u EvenW_g Nlgrll Prtiassd prgac' Qe5Crijillurp of wGrk sir.e€1Lj1iZ' H '61 rs Phis a Public Buildfng7 YES NO Federal FacIIIty? _ YES _ NOItwurlridlZiIa? - YES .NO NES HAP-On ly FaulIIty? - YE$ T- No :S EudFzrg2Facdity Ocsuriec? _' YES NO L 71 NwIfiicalinri Type CHECK ONLY ONE cnombl{10 warking Days) ' Canrullation ArnLodmgnit ErriargencylOrdetrad r 4 it'Clit Ia am am endrnenl.whirr arnenrtmem numberis lhis7'_(En00sa CPpy of orIgInal sncrlor Iasi amavdrinept) it arl r:mergency,who uid you Iolk tiwlkll,7t TL]H'7 Etnerr}�nco, a Datt arx Hour o:J=metvat:ry{Pim,%ltLluDn,JfYj . ti QBst7i�liun of Lhe sudden. iinexperled event 3ryr!U` plar439,Or1 flI hall Ifle evvilI causev Lmriaie Cor r_JE30 r. w Wou.d C9r5a a mi:pment 4:tv;m2Qe{C&npulars.machinr3ry.et0.. n -- f#) Dasnrlpt�on of pmr_gdurPi u5!3p}ogrnved in lne'eyi rni ItS�I vrlcxpec:ad astrrslos as fountl or pPe+r6usly non-fria�Ie Y aste5tw rim*rr3i b�C,nw crumbled. pLdviup:lrtx2,nr reduced Ip p4w(L'r; E 5 ' STS an txe9;os giurvey periowt!cj7 _ YES _ NO Da:c- f T5t4 insper:or �,cSf:5e M; 6 AnaJyriCal Melh.nid -PLM -;EM - A suntod TDH Lzbare'ooy Licerlxe Na- N {Fw.TAKT3A(publIe bul.din5)przlerm-an assum'.tilvll mi)$:oe m50e by 7 TOH LiCr.bn d Irrsoactor) `til) Desrupr ort bf planrivi c.trnollt;inn or r(Incvaticn%);a•k,IYPa aI mqcerat.j 11 n^Ierrjo(ga k[0.1}C-3.5(IC; "+ �UyL7i�IL'on of twwk mrar.'icen nnel engpr.ean.)ro CClrkrt:J�14 hn J'iC(j'L)I.xc'JU-3t a", tre dem#iIIi411rrerla;gl�r+�1' .. rt;}7r'rYJi -�� -I - PART D - SPECIAL CONDITIONS 121 ALL iojahc71i'C ilumG ir;Mm fcole'rrk[g table mml be vamnpiikml: tF NO ASBESTOS PRR*ENT CHEdK I t E R E _ App raxirpiaTv arrkuum of ChL%0 un11 of mj[ , kirernont As be9tosLCovLiJ ming Building Malffriml ksbu tns -type P*:; Swrizr-e area Lek Ln SO S❑ Cu Cu itt k! r-t m rt V RACFYJ 10 ba remm- ad I RACM NOT[emmyad interior CasC a I itoaa-Irratr'a r�rrrrv4ad i'"'' Es:2xior C�[, orY k non-I rt9tLl�aerrrr:;,rsd Calmtorst I non•Inpoile NOT removcd Intel 113r CGt Of .f rkGn-Iriatri�rerrrovesi E.kied4r Carer:-n-v 11 raon-irizEtim rarnoved I� C,=St�AN II r+on-frittHe NOY removed I I I I eilih+CompaimenT ?: 13} Wave Tramilioner Mame: T H Lzarise Num!)er" Address: W.e; ZIP' cA mvp Penuo: Phane-Nucapar; r I :41 Wa!stu Disposal Side Hame; Ai 4res5: C-ly; Stole, zip: TtephAno: ( } -rNACC Parma Number. 151 For sirVMmIly un5DU+ta fa llllkt ,aIl,xA a tope a'r:amoliiian ander Ana ntfy Gavemmeriwi Orfivaal ov-lor.�r. Haase;, Ae nt[aiion No: Td1e' Daleol aro-er�N1WDOlYYM 1 i 13a L8 ardEf'n begin IWhUDU fa !1 161 5chevu�--d Dates of Asbeslps Ahafemen,' (Alf b'DOM) S[arl; t Cample:a= r 11) Seheduleb Dam-1 Vemolakmi.lReftowenors(Mf.UDDPM 151aj#: r r COWISkt+_ F I _ T Nal e=Fr 1h iuA del*an lhl%r4oWItallnn can not ba+tail.1h Tp14 Ruglanml ar Laaal Program orfcH rdusr be'r.nratacind by pian prior to[hg stare data- Farluro in du so hL a wI.ima1lqUrl in aaxot0astc0 do T,4HP)%4 Smion 395.41. 11ierr;xy certify ihsl all Inco msl:on I MS fe�roWCtbd kg'6C:r121C11.SSorr6plota,am!1nm 10 L` a best or my 1mdw1a4ge. I arICrL& 1,Wge ;rml 1�m it Iludis.010 For all '}sped#or the not Kwoon 5ann, i ncluding,tut n4l Iimll IN.von[ent and Sul km- s&on datim Tho maxirQan perwIty 4 SIf1.DR8 per dpy per v-datFb-'1. r I (Sirna:lfr[+r;f Butltling Gwmi rl'C,;,V,Nror (Prleftd Name) ;,Dake) �i eaep�oc��1 prelegttl ConSu:kan� anlrpar� +. 4 I!P x-Numbcr} MA1L TO: ASBESTOS N071FIC4r.T1ON SECTION T0XJCSUilSTANCES CONT RCLCI-V IS. N TEXAS DEPAR7MENT OF I IEALTH 'FaYVs.ATe rrar arespfcrA` PL] e3b7[ '.: "I=ax�s.nrn rlof?=4*r0d` AUSTIN. TX 78714--353H PIi:512-$3•i-11.rm. 1- x111-572-515M:8 F=irm APBft dared JW2W2. A-ams 'rb f vara uarud 07f 130 . For ass:s.arlw Fn campter n4 iorm, coir 1-90-672- Rli PART D ADDITIONAL SPECIAL CON DITI0 NS DAFT DA - ADDITIONAL SPECIAL CONDITION DA-1 AWARD OF CONTRACT FOR PROJECTS WITH MULTIPLE UNITS ............OI4IITTED DA-2 PIPELINE REHAOUT'ATION CURED-IN-PLACE PIPg.................................. h+1fTTE0 DA-3 PIKE ENLARGEMENT SYSTEM__.................................................................OMITTED DA-4 FOLD AND FORM RIPE............................... ....................... ... ................... ..OMITTED DA-5-5 SLIPLINING.......................... .................................. ...................... . .. ..........OM[7TED 5A-6 PIPE INSTALLED 8 OTHER THAN OPEN CUT`............... . DA-7 TYPE OF CASING PIPE,....................................... .............. ........................ .. ...........7 EA-8 SERVICE LINE POINT REPAIR f CLEANOUT REPAIR_--..........................OIu11TTED IjA-R PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION.....................8 A-10 MANF[OLE REHA131L] ION ............................................................... ....... OEti OMITTED 6A-1•I SURFACE PRr=PARATICN FOR MANHOLE REH BI LITATIOW...................O 117ED DA-12 INTERIOR MANHOLE COATING - MICRQSILICATE MORTAL SYSTEM .....OMiITT•I4D EA-13 INTERIOR [MANHOLE COATING - QUADEX SYSTEM ..........___.....__ .....OhAITTED 6A-14 INTERIOR MANHOLE COATING - SPRAT WALL SYSTEM ......................................10 D115 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM....................................13 DA—FAINTERIOR MANHOLE COATING., PERMACAST SYSTEM WITH EPDXY LINER OMITTED DA-1717 INTERIOR MANHOLE COATING-STRONG-SEAL-SYSTEM .........................OMITTED --DA - ER LASS MANHOLE LINERS _�18 RIGID F18 .................. OMITTED DA-19 PVC LINER CONCRETE WALL RECONSTRUCTION..................•...__...........oMjTTEI7 DA-20 PRESSURE GROUTING ..............................OMITTED EA-21 VACUUM TESTING OI= #REHABILITATED M AN HOLES.....................__-------OMITTED EA- FIBERGLASS MANHOLES...................... ......................OM17rEU DA-23-23 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES--...............16 DA- 4 REPLACEMENT OF CONCRETE CUNEI AND GUTTER..........__..............................17 DA-25 REPLACEMENT OI- 6" CONCRETE DRIVEWAYS .....................__...........................17 DA-26 REPLACEMENT OF H.M.A. . PAVEMENT AND BASE.............................................17 ISA-27 GRADED CRUSHED STONES. ..................... ........................... ... .................... .......18 a DA-28 WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE...................___......................OMITTED A-299 BUTT JOIN' S MILLED _,,.,....____-------..................................................-......OMITTED 6A-30 2" H.M.A.C. SURFACE COURSE (TYPE !'0'. MIX).....................................................16 DA-39 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER ..........................................,.1.9 DA-3-3 NEW T" CONCRETE VALLEY GUTTER.....................................................................19 DA33 NEW 4." STA NDAR1) WHEELCHAIR RA ME ..............___..........................................20 DA-34 8" PAVEMENT PULVERIZATION .......................................__.....................—OMITTED DA-3 REINFORCED CONCRETE PAVEMENT OR LASE (UTILITY CUT) ..............0M.ITTED DA-3-36 RAISED PAVEMENT MARKERS ...............__...... .............. ............ ................21 6A-37 POTENTIALLY PE7R0LEUM CO_ NTA MlNATE_D MIATERI_L RAN DLIN G ..,--0MITTED DA-38 LOADING, TRANSPORTATION, AND DISPOSAL. OF CONTAMINATED SOIL OMITTED DA-39 ROCK RIPRAP - GROUT - FILTER FABRIC ..................................................OMITTED DA-40 CONCRETE RIPRAA.......................................................................................OMITTED DA-41 CONCRETE CYLINDER PIPE AND FtT`IT1NGt ..:............................................OMIT-FED DA _ CONCRETE PIPE FITTINGS AND SPECIALS............................................._-OMITE D DA 3 UNCLASSIFIED STREET EXCAVATION........................................................OWTE`ED ❑A-4 6" PERFORATED PIPE SUBDRAI # .,......___.................................................OMIITTEI) I3A-45 REPLACEMENT OF 4" CONCRETIE SIDEWALKS..................................................._21 E EIS SEQUENCE O DAn4fi RECOMMENDED CONSTRUCTION ................................................2'1 i o m rr, ASC-1 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-47 PAVEMENT REPAIR IN PARKING AREA.......................................--...._...............-_22 DA-48 EASEMENTS AND PERMITS. ..... + . ..................... .+ ...+,+........_................. ................22 DA-49 HIGHWAY REQUIREMENTS ............................... ....................... ,. „,............OMITTED ❑A-50 CONCRETE EIV ASEMEr+1T ,,....++.......................................................... ......,t..+ 2 DA-51 CONNECTION TO EXISTING STRUCTURES...............t......t.,.....+.................+............ 3 DA-52 TURB0 METER WITH VAULT AND BYPASS IIS#STALLA110N ...,:+.,t...........OMITTF-D DA-53-53 OPEN FIRE LIME INSTALLATIONS........................... ,....+,.....OMITTED EA-54 WATER SAMPLE STATION................ .......- .................. t, t.,.............. . , ._. .... +t ..23 DA-55 CURS ON CONCRETE PAVEMENT................... ......t.,+...--.+.++.............. +.+................ 4 F]A-56 SHOP DRAWINGS ............................-. ..t..+...................................--,- .._.,......OI1+11�TED 6A-57 COST BREAKDOWN ...... ................................ t+ +.a.tt............................... .,+. h+tiITTED 6A-68 STANDARD STREET SPE II=ICATIONS H.M. 6A-5i H.M.A.C, MORE T14AN 9 INCHES DEEP.......................t+tt.+.a_a.......................0lut1TTED DA-60 ASPHALT DRIVEWAY REPAI R, ....... ...................................--.0MITTED DA-61 TOP SOIL......... ............................ .. .+........................... +,+...,.,+......................O�v1fTTED DA-6 WATER METER ANI) I4IETER BOX RELOCATION AN'D AI),JU TMENT ..+.+.............24 DA-63 BIQ LIANTIT1I= .......................................................... ......--. ,+............OMITTED DA-64 WORK 114 HIGHWAY RIGHT OF WAY..........................t.................................OMITTED DA-65 CRUSHED LIMESTONE (FLEX-BASEi -...............+.t..t.a..._..............................- .,.,....24 D 6- OPTION To RENEW-.............. . ..t,ttt,t.t..a...............a..............--. .. ()mITTED DA-fi7 NOWE OLUSIVE CONTFACT.....................................t......,+_+_++....................OMITTED DAUB CONCRETE VALLEY OUTT€R ......_.... .+..+.t+,..+ .t -25 FA--:5 TRAFFIC BUTTONS. ..+......................... .......... a . 5 DA-70-7'0 PAVEMENT STRIPING.....................------------............____................................+.+.+25 6A--.71 H.M.A.C. TE-STI NG PROC EDU REA............. _....................... ..,........._..,............25 DA-72 SPECIFICATION REFERENCES ..................................... ......=. 6 DA-73 RELOCATION OF SPRINKLER SYSTEM BACK-FLOW PREVENTERICONTROL VALVEAND ESOXC .......- .............._..................... .,..+........a....,....,......-.......-. .........,.,.. DA-74 RESILIENT EATER OATS VALVES . ., ,..+,.+ ............ t+.t......+......+.................26 D�4-75 EMERGENCY SITUATION.-JOB MOVE414.......... ............OMITTEO DA�7li 1 'A" & 2" COPPER SERVICES.............. ..............,...,.,...............---......,.26 A- 77 SCOPE OF QRf{ (UTIL. CU-Y)............--......................................................OMITTED 6-A-F8 CONTRACTOR'S RESPONSIBILT (UT#L.Dlm...........---..........................OMITTf~D DA-79 CONTRACT TIM1w UTIL+ CU ------...................................................... .......OMITTED 5-80 REQUIRED CREW PERSONNk & E Q PMENT IUTIL. CU .....................0MITTE D DA-8-81 TIME ALLOWED FOR UTILITY CUTS UTIL. CUID.... - .. t .... ......+.....+... ..., OMITTED DA-82 LIQUIDATED DAMAfiES UTIL. CLI ......................t.t.,.,+.a_++a.........--...........OMITTED dA--:i-3 PAVING REPAID EDGES (LML. CUT) .........--- • ......................................... .OMITTED EA-84 TRENCH BACKFILL (UTIL. CuT) ..... ,+ . .++.............................. +. ..,t +.+.+.......bMFTTED DA-85 CLEAN-UP (LIT}L, CUD..........--...,.,,,...................---....--.,.......................OMITTED 6Aw86 PROPERTY ACCESS UTIL. CU ...........aa................................ —..........._..- OMITTED 5A-87-87 SUBMISSION OF BIDS (UTIL- CI.IT} ,........._...,+........................F......t..............OMITTED DA-88 STANDARD BASE REPAIR FOR UNIT I {UTIL.., ...................I......OMITTED DA-89 CONCRETE BASE REPAIR FOR UNIT II & UNIT III UTIL.. CUT) ..................OMITTED 6A-90 2" TO 9" H.M.A.C. PAVEMENT (UTIL, CU1.) QA-9'I- 1 AD. UST WATER VALVE BOXES MANHOLE -ANQ VAULTS UTI L. CU ............23 6A 9-2 MAINTENANCE 3OND (UTIL. CUT) ..,..,.....................,-----.,.,.,,.......................OMITTED FA--9 3 BRICK RICK PAVEMIENT (UTIL. -- - --------.. L. CUT)........................ OMITTED � �: ASIS-2 PART DA - ADDITIONAL SPECIAL CONDITIONS BA-94 LIME STABILIZED S U F31G IRADE j UTI L. CU .................................................OMJTTE4 DA-95 CEMENT STABILIZED SUB GRADE UTIL. CUT ...............................I............C}MIT-'ED DA-96 REPAIR OF STORM DRAIN1 STRUCTURES UTIL. CU .... . ... ......OUITTED ISA-97 "QUICK ET" CONCRETE UTIL. CUT .........................................................OIVIITTED DA-98 UTILITY ADJU TMENT !1 CUT' ............................................... ._......-,.............. J DA-99 STANDARD CONCRETE SIDEWALK AND WHEELCHAIR RAMPS UTIL. Cly OMITTED 414-100 LIMITS OF CONCRETE PAVEMENT REPAIR UTIL. CUT ..25 DA-11 1 CONCRETE CURB AND GUTTER UTIL. U ..........................__...............OMITTED DA-102 PAYMENT UTIL. CDT .. ...................... . ................. . . .... . ,................0M17FE0 DA_ -_193 DEHOLES NI C, EXT. .......................................................... ............... 1.1-6.........30 DA-104 CONSTRUCTION LIMITIATIDN MI C. E T. ..--.,,.............................. ......... MITTED DA-105 PRESSURE CLEANING AND TESTING MI C. EXT. ............___.................OMITTED DA-106 BID 0UANTITLEMISC. EXT.)......................................... .........__.......OMITTE DA-107 LIFE OF CONTRACT (MISC. EXT. .......................................... .....................OMITTED .. DA-108 FLOWABLE FILL MISC. EXT. ..................................................................................30 DA-109 BRICK PAVEMENT REPAIR fh1ISC. REPL. .................................,,.,..................,......31 DSA-110 UETERMINATION ANIS INITIATION CF WORD MI-SC. REPT.. ....................OMITTED IIIA-111 WORK ORDGR COMPLETION TIME I ISC. REPL. .....................................OMITTED DA-112 MOVE IN CHARGES (MISC. REPU ................................................ .............0MI77EQ'. DA-113 PROJECT STON MI C, REPL. ...................................................................DM1TTED. . DA-114 LIQUIDATED DAMAGES MISC. AEPL. ....................................:..................OMITTED: DA-11515 TRENCH SAFETY SYSTEM DESIGN MISC. REPL. ,..,_,............... ..............()MITTEO DA-116 FIEW OFFICE................................................................................................OMITTED 6A-1 17 TRAFFIC CONTROL PLAN ............................................................................OMITTED DA-118 COORDINATION OF WORK WITH CONTRACTOR FOR OTHER UNITS .....CM17TED t r.r72+r�a ASC-3 PART ISA - ADDITIONAL SPECIAL CONDITIONS DA-1 AWARD OF CONTRACT FOR PROJECTS WITH MULTIPLE UNITS - OMITTED DA-2 PIP ELI NE REHABILITATION CURED-ICV-PLACE PIPE - 0MITTED LSA-3 PIPE ENLARGEMENT ENT SYSTEM - OMITTED DA-4 FOLD AND FORM PIPE - OMITTED DA-5 SLIPLINING - OMITTED DA-5 PIPE INSTALLED BY OTHER THAN OPEN CUT A, GENERAL: 1, Furnish materials and necessary accessories, with strengths, thickness, Coatings, and fittings indicated, specified and/or necessary to complete the work_ 2, All F_-=)valion shall provide an open area conforming. to the outside diameter of the casing and)or carrier conduit, The excavatlon shall be to an alignment and cgrade which will aIlaw the carrier conduit to be inSIaIled Co proper lame and grade as. shown on the flans and as established in the Specificalions. 3. Work shall be performed in accordanre wpih the recluirements of the City of Fort Worth Water Department, the Texas DepadmLnl of Transportation, or rallmad company, as applicable. B. MATERIALS. 1. Casing Pipe: Casing plpe stall Leo steel conforming to ANSI 835.10. and the following: a, Field Strength. 35,000 psi rninlmurn. b_ Wall thickness: 0-31 in_ minimum (0.5 for railroad-crossings). e. Dlamet.er As shown on the drawings (minimum slze requirements). d. Joints; CCDtinU0u5 circumferential waid in accordance with AWS ID 1,1. 2. Carrier Pipe in Casing: Carrier pipe shall be as shown on drawings and as speclfed in the General Contract Documents. 1 Sevier Pipe without Casing Pipe: Shail be minimum Closs 51 ductile iron pipe, or as designated on the plans, 4. Grout, gout shall be Portland Cement grout of min. 2000 psi compressive strength at 28 days. Proportioned not less then 1 cu, ft, of Cement to 3 cu, ft. of fire sand with suffictenI water added I provide a free flowing Chick slurry, � a A -4 PART D - ADDITIONAL SPECIAL CONDITIONS C' EXECUTION 1. Where sewer pipe is required to be installed under railroad embankments or loader highways, streets or :other facilities in Ther than open clot, construction shall be performed in such a mariner so as to flat interfere with tine operation of the railroad, street, highway, or other facility, and so as not to weaken or damage any embankment or structure. During construction operatlons, barricades and lights to safeguard traffic and pedestrians shall be furnished and maintained, until such tine as the backfill has been completed and then shalt be removed from the site. . PIts arid Trenches: a. If the grade of the pipe at the end is below the ground surface, suitable pits or trenches ;small be excavated for the purpose of conducting the Jacking or tunneiing operations and for placing enol joints, of the pipe. Wherever end trenches are cut in the sides of the embankment or beyond it, such work shall be sheeted securely and braced in a manner to prevent earth from caving in. b. The location of the pit shall meet the approval of the Engineer, C' The pits of trenches excavated to facilitate these aperations shalt he backfilled immedialely after the casing and caner pipe Installation has been completed. 3. BoOng and Jacking Steel Casing Pipe: Steel casing pipe Shall be Installed by boring hole with the earth auger and simultaneously Jacking pipe Into ptace. a, The boring shall proceed from a pit provided for the baring equipment and workmen. The holes are to be bored mechanically. The boring shall be done using a pilot hole. By this method an approximate 2-0ch hole shall be bared the entire length of the crossing and shall be checked for line and grade aro the opposite enol of the bore from the work pit, This pilot hole shall serve las the centerline of the larger diameter hale to be bored. Other methods of maintalniriq Ilne and grade on the asinag may be approved if acoeptable to the Engineer_ Excavated materral shall be placed near the tap of the working pit and diseased of as required. The use of water or other f]ulds in connection with tine baring operation will he permitted only to the extent required to lubricate cuttings. Jetting or sluicing will not be permitted. b. In unconsoiida#ed soil forrnatiorfs, a gel-farming colloidal drilling fluid consisting of at least 10 percen,I of hig#1 grade cafe fuIly processed bentanite racy be used to consolidate cuttings of the bit, seal the walls of the hole, and fumish lubrication for subsequent removal of cuttings and rristallation of the pipe immediately thereafter. C. Allowable variation from the line and grade shall be as .specified under paragraph A.2. All voids between bore and outside of casing shall lie Pressure grouted, r uf} ici4 ASC-5 PART DA - ADDITIONAL SPECIAL CONDITIONS 4. Installation of Carrier Pipe in Casing: a, S2nitary sewer pipe located within the encasement pipe-shall be supported by "skids" or "bands" to prevent the pipe and bells from snagging ort the ifiside of the casing, and to keep the installed line from resting on the bells. b. All. skids shall be treated with a wood preservative, Skids should extend for the-full length of the pipe with the exception of the hell area and spigot area necessary liar assemblyr unless otherwise specified. C. The Contractor shall ptevent aver-belling the pipe while installing it through the casing. A method of restricting the movement between the assembled bell and spigot where applicable shall be provided. d. Al. all bored, jacked, or tunneled installations, the annular space between the carder pipe and casing shall be Ned with grout. Care must be taken that not too much water is forced into the rasing so as-not to float the pipe_ The backflll material will not be required unless specified on the plans wind specified by the Engineer. .e. Closure of the casing after the pipe has been wstalled shall be plugged at the ends of the casing as shown an the drawings or as required by this Engineer, 5. 199ring and Jacking Ductile Iron Pipe without Cazsirig Pipe: a. As indicated on drawings and as required and directed by the Engineer sewer shall be cdnstructed of bore and Jacked ductile iron pipe_ b. When a using pipe is riot designated an the drawings. the contractor shall provide a casing pipe if necessary to achieve line and grade. Casing pipe shall be provided at rro additional cost and shall be subsidiary to the cost bid for installation By Other than Open Cut. C. Bore and jack in accordance with paragraph C.3, ab ave. d Short length of sewer consisting of a single pipe section may be Installed by jacking without a bore bale if permitted by the Engineer and in soft sail layer. All voids outside.of installed pipe shall be pressure grouted. B. Tunneling. Where the characteristics of the soil. the size of the prapcsed pipe, or the use Qf monoNlhic sewer would make the use of tunneling more satlsfactm than jacking or boring, or when shown on the plans, a tunneling method may be used, wlth the approval of the Engineer or rail road1high ay officials, a. When tunneling is permitted, the- luting of the tunnel shall be of sufficient strength of support the overburden. The Contractor- shall submit the proposed 11ner method to the Engineer for approval. The tunnel liner design shall bear the seal of a licensed professional engineer in the State T HQ2rG4 ASC-6 PAIN DA - ADDITI NAL SPECIAL-CONDITIONS of Texas. Approval by the Engineer shall not relieve the Contractor of the responsjUlty for the adequacy of the liner method, b. The space between the tunnel liner and the 11mRs of excavation shall be pressure grouted or mud-}asked. C. Access (roles for pJacing concrete shall be space at maximum intervals of 10 feet_ D. MEASUREMENT AND PAYMENT: InSt6llation of pipe by other than open cut wi.11 be measured by the linear foo# of Pipe. Gorrrplete fn place. Such measurement will be made between the ends of the pipe along the central axis as installed, The work performed and matenals fumished as prescribed by this Item will be pald for at the Contract Unit Price bid per linear fool for Pipe Installed by Other Than Open Cut of ttte type, size, and cuss of pipe specified as shown on plans. The furnishing of all materials, pipe, liner materials required for installation, for all preparallon, hauling and installing of same, and for all labor, tools. equipment and inclaentais necessary to complete [he worts, including excavation, backfilling and disposal of surplus material shall be included in the Contract t-Irrit Price as shown In the Bid Proposal. Payment -shall riot Include pavement replacement, which if required, shad be paid separately. DA-7 TYPE OF CASING PIPE 1. WATER: The casing pipe for open cut and hared or tunneli5d sectlart serail be ASI WA Cr-200 Fabftca#ed Electrically Welded Steei Water Pipe, ,end shall conform to the provisions of El- 15. E1-5 and E1-9 in Mate6alpeclrications of General Contract Documents and Specifications for Water Department Projects_ The steel casing pipe. shall be sijpplied as Fdllows: A. For the In�lde and cu#side of casing pipe, coal-lar protective coating in accordance wlth the requirements of Sec. 2.2 and relaled sections in AWWA C-203. B. Touch-up after field welds shall provide coating equal to those specified adeve. C. Minimum lhickness for rasing pipe used shall be 0,375 inch_ Casing Spacers (centering style) such as manufactured by Cascade Waterworks arks lV4anufacturing Company, Advanced Products and Systems, Inc., or an approved equal shall be used ori all non- concrete pipes when installed In casing. Installafion shall be as recommended by the manufacturer, 2. SEINER; B€rlring used on this project shall be In accordance with the mateflal standard E1-15. and Clonslruction standard E2-15 as per l=ag. 110 of the General Contract Documents, r V02104 ASC-7 PAIN D - ADDITIONAL SPECIAL CONDITIONS 3. PAYMENT. Payment for all maleria[5, labor, egOpment, excavation, concrete grout, backfill, and incidental work shall be included in the unit price bid per foot. DA-8 SERVICE LINE POINT REPAIR I CLEANOUT REPAIR - OMITTED DA-9 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION A_ GENERAL. 1. Scope: This sectlon governs all work, malerials and testiflg required for the application of interior protective coating. Structures designated to received interior coating are listed on the wnstruction drawings. The structures are to be coated, including interior wall. top and bench surfaces. Protective coating for corrosion protection shall meet the req ui menis of this Specif1cation {and items DA-14 and DA-15} and the Manufacturer's remmmendations arid sp�ciftra#ions, 2. Description: The Contractor small be responr*ible rat- the fumishing of all labor, supeNislan, materials, equipment, and testing required for the completion or protectFve coating of structures In accordance with manufacturer's recommendations. 3, Manufacturer's Recommend alions: Materials and procedures ulllized for the lining process shall be in strict a0mrdame with manufacturer's recommendations. 4, Corrasion Protection. Corrosion protection may be required on all structures where high turbulence or high H S content is expected_ f3, MATERIAL ; 1, Scope: Th[s section governs the materials regWred for campletlon of protective coating of designated structures. 2, Protective Coating: The protective coating shall be a proprielary two component, 100 percent solids. rigld polyurethane system designated as Spray Wall as manufactured by Sprayroq, Inc. or a twc-part epoxy resin system using 100% solids based epoxy binder with fibrous and flake fillers. is manufactured by Raven Lining systerns and designated as haven 405. 3, Specialty Cement (If required for leveling or filling): The soeclail: cement-based coaling material shall he either 0Uadex QM-is as manufactcured by Qcuadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials. 4. Material Identification. The protective caailnq material sprayed onto the surface of the structure shall be a urethane or epoxy resin system ror-mulated for the appllcalion to a sanitary sewer environment, The spray system shall exhibit the minimum physical properties as follows: r ff0�c-u ASC-8 PART DA - ADD ITI 0 NAL SPECIAL CONDITIONS Rra a Standard long Term Value Tensile Strength ASTM 0-638 5,000 psi Flexural Stress ASTM D-790 10,000 psi Flexural Modulus ASTM D-790 550,000 psi 5. Mixing and Handling, Mixing and Handling of specialty cement malerial and protective coaling material, which lnay be 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. 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 ani.mals. All equipment shall be sub*ct to the approval of the Engineer. Only personnel Ihocaughly farniliar with the handling of the coating material shall perform the spray coating operations and coating installations, C. EXECUTION, 1, General; Prolective coating small not be inslalled until the structure is cpn> plete and in place, - 2. Preliminary Repairs: a, All foreign materials shall b-e removed From the interior of the structure using high pressure water spray (3500 psi to 4004 psi at spray lip). b. All unsealed lifting holes, unsealed step holes, and voids larger khan approximately one-half (112) inch in thickness shall he rilled with patching compound as recommended by the rnatehal supplier for this application. C. After all repairs have been completed. remove all loose maienal. 3. Protective Coating: a. The protective rastln shall be applied to the structure from the bottom of the frame to the bench, down to the tap of the trough. The top of the structure shall also be coated. In, The protective coaling shall be installed in accurdance wilh the manufacturer's recorrmendaVans arid the following procedure. 1) The surface Shall be thoroughly cleaned of all foreign materia.ls and matter. i ) Place covers over the invert to prevent extraneous material from entering the sewers. 3) It required for tilling or leveling, apply spaclalty cement product to provide �3 smooth surface for the coasting maledal. �; 2toa ASC-9 -I PART DA - ADDIT[O AL SPECIAL CONDMONS 4) Spray the urethane or epoxy onto the structure wall and bench/troughs to a minimum uniform thickness of 125 m1is (0.125 Inches), Thickness to be verifiable through the use of melthods acceptable to the Engineer. After the walls are acaled, the wooden bench covers shall be removed_ b} The final application shall have a rninlmum of three ( ) hours cure time or be set hard to the touch. before being subjected to active flow, 6} No applications shall be made to frozen surfaces or it 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 operatlons are complete in accordance wilh the Seclion D-36 - VACUUM TE TtNO OF SANITARY SEWER MANHOLES. D. MEASUREMENT ANID PAYMENT. Payment shall be Eased on the Contract Unit Price Bid per verlical Coat, 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, mWerials, equipment and matenai testing required to complete the wank. Pressure grouting, If necessary to stop active Irrffitration pilar to application of the protective coaling, shall be included in the above unit price. Grouting of the pipe seals, bench and lrcugh, and lower portion of a particular structure, if required by the Engineer, sha11 be paid far separately, �5s s'pecified in S ecliari DA-10, MANHOLE REHAS ILITATION. DA-id MAN HOLIE REHABILITATI0N - OMITTED DA-11 SURFACE PREPARATION FOR MANHOLE= REHAWIRITATION - OMITTED DA-12 1NTERIOR MANHOLE COATING - M1CROSILICATI! MORTAR SYSTEM - WITTED DA-13 1INTER IOR MANHOLE COATING - Q UADEX SYSTEM - OMITTED DA-14 INTERIOR MANHOLE COATING - SPRAY WAIT SYSTEM A. GENERAL 1. Scope This sectlon govems all work, materials and testing required for the application of interlOF manhole coating. Manholes designated for interior coaling are listed on the Manhole Rehabilitatlon Schedule, Interior manhole coating shall meet the Requirements of this Section or of Section IDA-12, DA-1 , DA-1 S. DA-16 or ESA-17, . Descriplior} aZ�or ASC-10 PART DA - ADDITI0NAL S PECIAL C 0 NDITION The Contractor shall be responsible For the furnishing of all labor, supeNision. materials, equipment, and testing required for the completion of interior coating df manholes in accordance with the Contract Documents. 3. Manufacturer's Recommendations Materials, mixture ratios. and procedures utiflzed for the coating arocess .shall be in accardance with manufacturer's recommendations. 4. Manholes Manhofes to he coaxed are of brick. hlock, or concrete constmctlan, All manholes shall have a minimum of one-ha If (112) inch specialty cement-based coating material (Quadex QM-1s or Refiner ISR) sprayed or trowialled on coaling over the odginal interior surface, B. MATERIALS 1. Scope This section govems the materials required -for completion of interior 00ating of manholes. _ Interior CoalJng The Interior coaling shell be a proprietary two component, 1.o0 percent solids, rigid polyurethane sntern designated as Spray Wall as martufactured by Sprayrcq, Inc. 3_ Specialty Cement The specialty cement-basad coating material snail be either Quadex QM-1s as manufactured by Quadex, Inc. or Reliner MSP as rnanufaclured by Slandard Cement Matenals, 4. Material tdentiffcation The interior manhole coating material sprayed onto the surface of the manhole shall be a urethane resin system formulated for lhte application to a sanitary sewer environment. The spray system shalt exhibit the physical properties as follows: Prope Standard Lana Term Value Tensile Strength ASTAA DD-638 5,000 psi Flexural Stress AST D-790 10,000 psi Flexural McfdulUs ATM D-790 550.000 psi 5. Wing and Handling i Mixing and handling of specialty cement material and Interior coaling material, which may be loxic under certain candiGons shall be in accordance with the recomrmendalions of the manufacturer and In such a manner as to minkrnize hazard �fcrz � ASC-1 .1 PART D - ADDITIONAL SPECIAL CONDITIONS to personnel. It is the responsIbilIty of the Contractor to provide -appropriate protective measures to ensure that materials are under contml at all times and are nit available to unauthorized personnel or anlmals. All equipment shall he subject to the approval of the EngIneer, Only personnel IhorougMy familiar with the hendiing of the coating material shall perform the spray coating operations and coating Installations. C. EXECUTION 'I. General Manhole coating shall not be installed until sealing of manhole frame and grade ad]usImen Is, or partial manhole replacement when required for the manhole per the Manhole Rehabilitatian Schedule, is complete. _ Temperature Normal interior coa#ing operation shall be performed at temperatures of 40"F or greater. No application sha,11. be made when freezing is expected Mhiin 24 hours, 3, Interior Manhole Coating a. The Interior .coating shall be applied to the manhole from the bottom of the frame to the bench. down to the top of the Irough- b. The Interior coaling shall be installed in a=rdance mth the manufacturers recommendations and khe rallavving procedure. 1 The surfaces shall be thoroughly cleaned of all foreign materials and ratter_ Cleaning shall be accomplished by using high pressure water spray (minimum 3500 psi at spray tip), leaning with rmudadc acid, degreaser, or other solvents as needed in order to remove any film or residue on the surface, ) Place covers over the invert to prevent extraneous material from entering the sewers, 3) Apply a rnlnimufrl of one-half (10) inch spedally cement product (Quadex QM-1s or ROner IVI P) smooth surface far the urethane coating material. 4) Spray the uretharne onfo the manInde wall and bench/trough with a minimum thin-kness of 125 mils. (0.125 inches). Thickness to be verifiable through the use of methods acceptable to [he Ertgin r, 5) Coat trough area with specialty cement product (Quadex QM-is or Reliner MSP), I. Testing of Rehabilitated Manholes r t 1?rq t ASC-12 PART DA - ADDITIONAL SPECIAL CONDITIONS a. Testing of rehabilltated manholes for watertlghtnass shall be performed by the Contractor after operalions are complete in accordance with ~section DA- 1. D. M EAS URE MENT AND PAYMENT Payment shall be based on the Dontracl Unit Price per vertical foot, measured from the buttorn of the frame to the top of the bench. The Centract Unit Price shall be payment in full for performing the work arra For fumishing all labor, supervision. materials, equipment and material testing required to complete the wortc Grouting. if necessary, shall b-e inclined In the above unit price, Grouting of the pipe seals, benchani trcvgh, and lower Portion of a particular manhole. If required by Manhole Rehabititaticn Work Schedule or requkred to be done by the Engin-eer, shall be paid f6r separately at the Contract Unit Price. OA-15 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM A, GENERAL 1, Scope This section govems all wart, materials and testing required for the application of Interior manhole ooating. Manholes designated for interior coating are listed of the Manhole Rehabilitation Schedule, Ilsted in Section 1. Interior manhole coaling shall m"I the requirements of this Section, or of Section DA-1 , DA-13, DA-14. DA-16 or IDA-17. . Description The Contractor shall be responsibJe for the fumishing of all labor, supervision. materials, equipment, and testing required for the eampleliarr of inter cr coating of manholes In accordance with the Contract Documents, . Manufactur&s Recommendations Materials, mixture ratios, and procedures tiblJzed for the coating process strait be in acwrdance with manufaclurer's recommendations. 4. Manholes Manholes to be coated are of brick, block, or concrete construction. All manholes shall -have a minimum of one-half (112) specialty cement-based coating material (Quadex QM-1s or Reliner MSFT) sprayed or trowelled on coating over the orGglnal interior surface_ Ja. MATERIAL I, Scope This section govems the materials required for completion of intedor coa IIng of manholes. �r 2164 ASC-13 PART D - ADDITIONAL. SPECIAL CONDITIONS 2. Ifilerior Coaling Raven kJilra HIgh-Build epoxy Coating, a two-paft epoxy ruin system using 1oa% selltls based epoxy binder with fibrous and flake filters, is manufactured by Maven Lining systems and designated as Raven 405. 3, Specialty Cement The specialty cement-based coating matenal shall be either Quadex QM-Is as manufactured by Quadex. Inc. or Reliner MSP as manufactured by Standard Cement Materials, 4. MMedalIdentificatfon Contractors will completely idenlifiy tyre types of grout, mortar, sealant, andlor root control chemfcais proposed and provide case histones of successful use or defend the choice of grouting materials based an chemical and physicaI properties, ease:af application, and expected performance. These grouting materials shall be compatible with Raven 405 interior coating. The contreci ar shall be responsible for getting approval from Raven Lining systems and/or the grout manufacturers for the use of these grouting materials, S, Mixing and dandling Mining and handling of interior coating, which may to toxic under certain conditions shall be in a ardance with the recommendations of the manufaclurer and in such a manner as to minimize hazard Io personae/. it is the fesponsibility of the Contractor to provide apprapa ate protective measures to ensure that materials are under control at all times and are not avallabie to unauthadzed persorinel or animals. All equipment shall be subject to the approval of the Engineer. Coating shall be perforated only by wrtifed applicators approved by the manufacturers. EXECUTION 1. General Manhole coating shall riot be performed until sealing of manhole From frame and grade adjustments, partial manhole replacement, manhole grouting of sewer repiacement1repaim aro complete, 2. Temperah.ires Nofmal interior coating operation shall be performed at temperatures of 40°F or greater. No appilcalion shall be made+ When freezing is expected wlthin24 hours. 3. Interior Manhole Loafing a. Manholes scheduled for lnteriar coaling are shown an the Manhole Rehabilitation Schedule. The into0or coating shall be applied to the manhole from the bottom of Ilse Manhole frame to the benchArough, Including the be.nr-hArough, r rrrzrt�a -'E 4 PAIN Del - ADDITIONAL SPECIAL CONDITIONS b. The interior coating shall be tnstaned 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 RESTORATION. 2) Apply a minimum of one-half (112) inch specialty oement-based product (Quadex QM-1s or Reliner IVISP) smooth surface for the urethane coating material. 3) The surface pfior to application may be damp but shall not have noticeable free water droplets seeping or running water, Matedal shall be spray applied per manufacturef's recommendations with a minimum thickness of 125 mils (0.125 inch). 4) After the walls aro 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: 8 minimum of three (3) hours cure time or be set hard to the touch, befum being subjected to adive now. 5} No eppilcabons shall be made to frozen surfaces or if freezing is expected to occur in side the manhole within 24 hours after applicalfon. 4. Testing'of Rehabilitated Manholes a, After the epoxy Ilrker has set (hard to touch), all visible pinholes shall he repaired. Repairs shall be made by lightly abradInq the surface and brushing the liming material aver the area. All bilsters and evidence of uneven cover shall be repaired accarding to the manufacturer's recommendauns. Spot check of mating thickness may be made bye Owner's Rep res en(aIive, and the contractor shall repair these areas as requited, at no additional cost to the Owner. b. Testing of rehabilitated manholes for watertightness shall be performed by the Corilractor after operations are complete in accordance with Section DA- 1 —VAQUUM TEST I NG CSF REHABJLJTATED MAHOLES. MEASUREMENT ANIS PAYMENT Payment shall be teased on the Contract Unit Price per vertical foot, measured from the bottom of the frame to the top of the beach, The Contract Unit Price shall be payment In full for performing the work and for fumishing all labor, supervision, materials. equipment 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. f,oa ASC-15 -1 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-16 1INTERIOR MANHOLE COATING: PEFi;MACAST SYSTEM WITH EPDXY LINER - OMITTED DA-17 INTERIOR MANHOLE COATING-STRONG-SEAL-SYSTEM • OMITTED DA-18 RIGID FIBERGLASS MANHOLE LINES - OMITTED DA-19 PVC LINED CONCRETE TILL RECONSTRUCTION - OMITTED DA-20 PRESSURE GROUTING - 0MtTTED DA-21 VACUUM TESTING OF REHABILITATED MANHOLE - OMITTED DA-22 FIBERGLASS MANHOLE - OMITTED DA-23 LOCATTON AND EXPOSURE OF MANHOLES AND WATER VALVES The contfactor shall be fesponsible for locating and marking all previously exposed rnanhales and water valves In ear-h street of this contract before the resurfacing process commences for a particular street. The conlractor shalt attempt to' Include Rhe Construction Engineer (it he is available) in the observatlan and marking activity. In any event a street shall be completely marked a minimum of two { } working days before resurfacing begins on any street. Marking the Curds with paint is a recommended pfocedure. It shall be. the contractors responsibility to notify the utility. companies khat he has camrnenr,.ed work on the project, As the resurfacing is completed (within same day) the contractor shall locate the covered manholes and valves and expose there for later adjustment, Upon wmpietion of a street the contractor shall notify tyre utilities of this compiellon and indicate the start of the next one in order for the utillties to. adjust facilllies accordingly, The following are utili#y contact. persons- company Telephone Number Contact Person Southwestern Bell Telephone 338-6275 "Plot Line" Texas Utilifles 336-3411 Mr. Roy Kruger Ext, 2121 Lane Star 336-8381 Mr. Jim Bennett Ext. 6982 City of bort Worth, 871-8100 lir. Jim Bab Wakefield tteet Light and Signal Of course, undier the teras of this contract, the ccntfactor shall complele adjustmen't of the storm drain and Water Department facilllles, one traffic lane at a time within Five (5) working days aftefi wrnp.leting the.laying pF proposed KKA,O, overlay adjacent to said tacitilies, Any deviation from the above procedure and aIle#ted working treys may resull In the shut down of the resurfacing operation by the Construction Engineer. y Y02/04 A- -16 DAFT D - ADDITIONAL SPECIAL. CONDITIONS The contractor shall be responsible for ail materials, equipment and labor to perform a most accurate Job and all costs to the con tractor shigIJ be figured subsidiary to this ccntracL DA-24 REPLACEMENT OF CONCRETE C LJRE AND GUTTER These provisions require the contractor to remove atl failed existing curb and gU ler, as designated by the Oonsiruction Engineer, and replace with standard concrete curb and gutter, Cayda n curb and gutter. or in like kind, as gavemed by the standard City Specifications, Item No. 104 "Removing Old Concrete% Item Na502 " oncrele Curb and Gutter , and Drawing Nos. -B2 through S-S4, Pay Ilmits for laydown curb and gutter are shown In Drawing No. S-35 of the Standard SpecillIcations. Contractor shall saw out the curb and gutter and pavement prior to removal_ Included, and figured subsidiary to this unit price, will he Ihe required sa cut excavation, as per specification Item Na. 106 "Unclassified Street E cavalion', into the street to ald in the construction of the curb and gutter. The pay Ilmit will be g" out from the gutter lip, with same day haul-off of the removed material to a suitable dump site. The street 'void shall be rifled with i-I.M.A.O. "Type 9' mix as per specification No_ 300 'AEphalts, Oils- and Emulsions', Item No. 304 'Prune float' and Itern No. 312 "Prot f1,+Six Asphaltic Concrete" and compacted to standard City densitles and tap soil as per specirication Item No. 116 "Top Soil if needed, shall be added and leveled to grade behind the curb_ Existing improvements within [tie parkway such as water meters, sprinkler systern, etc. damaged during construction shall be replaced with same dr tetter at no cost to the City. - Backfill for curb and gutter shall be completed within fourteen (14) .calendar days from the day of demolition to dale of complexion. If the cantractor t=ails to complete the work wilhin fourteen (14) calendar [lays, a $100 dollar liquidated damage will be assessed per block per day. The unit price bid per Ifnear foot shall be rull rompertsatiorr for all materials, labor, equipment arta incideniais necessary to complete thie work. DA-25 REPL-ACEMENT OF V CONCRETE DRIVEWAYS This item shell include Me removal and Teplacerrkent of existing concrete driveways, due to deterloratlan or In situations where curb and gutter is replaced to adjust grades to elimInale ponding wafer with same day haul-off of the removed material to a suitable Jump site. For specifrr:ations governing lids item see Item No. 104 "Rernavirig Old Concrete", Iters No. 504" Concrete Sidewalk and Driveways". Pay limits for concrete driveway are as shown In Drawing No. S-S5 of the Standard Specfficatfans. The unit price bid per square }hard shall be full Compensation for all labor, material, equipment, supplies, and incidentals necessary to complete the work. DA-26 REPLACEMENT OF H,M,A.D. PAVEMENT AND BASE The contractor shall remove all existing deformed H.M.A. . pavement and/or bad base material that shows surface deterioration and/or complete failure. The Engineer will identify these areas upon which time the conlraptor will begin work. The failed area r2hall he saw cut, or ether similar means. out of the exisl Ing pavement In square.a rectangular fashrnrt_ The side fades shall t}e cut vertically and all failed and loose material excavated. As a part of the excavation process, all unsatisfactory base material shall be removed. if required, to a depth sufficient to obtain stable sub-base. The total depth of excavation could range from a couple of inches to include the U rs a C-17 PAIN DA - ADDITIONAL SPECIAL CONDITIONS surface-hase-some sub-base removal for which the Engineer will select the necessary depth. The remaining good material shall be leveled and uniformly made ready to accept the fill material. All excavated material shall be hauled off site, khe same day as excavated, to a suitable durnp site. Atter satisfactory rornpleti❑n of removal as outlined above, the contractor shall place the permanent pavernent patch, with "Type D" surface mix. This item will' always be used even if no base impr❑vernenis are required. The proposed H.M.A,C. repair shall match the existing pavement section or khe depth of the failed material, whichever is greater. However, the patch Thickness shall be a minimum of 2 inches, Generally the existing H.M.A.G. pavement thickness wl'lI not exceed C". Before the patch iayefs are applied, any Ioase material, mud andlor water shall be removed. A liquid asphalt tack coat shall be applied to all exposed surfaces. Placement of the surface MiX lifts shall not exceed 3 inches with vibrator compactions to follow each lift. Compactions of the mix shall he to standard densities of the City of Fort Worth, made In preparation to accept the recycling process. Ail applicable provistans of Standard Specificalion liern alas. 300 "Asphalts, Oils, and Emulsions", 304 "Prime Goat", and 312 "Hot-Mix Asphaltic Concrete" shall govern work. The unit price bid per cubic yard shall be full compensation for all materials, labor, equipment and incidentals necessary to complete the work. DA- 7 GRADED CRUSHED STONES This item skull be used to repalr the [ailed base materiial in areas exceed 8" deep as direcied by the Engineer, The material shall be graded crushed stones. For specifications governing this item see Item filo. 208 'Flexible Base The unit price did per cubic yard shall be full comperisation for all materials, labor, equipment and incadenials necessary to complete the work. DA-28 WEDGE MILLING 2" TO 0"' DEPTH 5.0' W]DE - OMITTED DA-29 BUTT JOINTS — MILlLEO - OMITTED DA-30 2" H.M.A-C, SURFACE COURSE (TYPE "D" MIX) All applicable provislons of Standard Specifications. Item tilos. 312 "Hot-Mix Asphaltic Concrete", 300 "Asphalts, Oils and Emulsions", 304 Trime Coat', and 313 "Central Plarnt Recycling-Asphalt Concrete" shalt apply to the construction methods for this portion of the pmtect_ Standard Sp4acilication 312.5 {i} shall be reprised as follows: The prime coat, tack coat. or the asphaltic mixture shall not be placed unless the air lemperature Is fifty {50} degrees Fahrenheit and rising, the temperature being taken In the shade and away from artificial Meat. Asphaltic material shall also not be placed when the wind conditions are unsuilable in the opinion of the Engineer. The contractor shall furnish batch design of the proposed hot rnlx asphaltic concrete for Clay approval 48 hours prior to placing the H.M.A.C. overlay The City will provide laboratory control as necessary. r 1 ASC-18 PAIN D - ADDITIONAL SPECIAL CONDITIONS The unit price bid per square yard of H.M. . . complete and in place, shatl he full compensation for a I I labor, materiais. equipment. tools, and incidenlais necessary to complete tale work. DA-31 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER This item shall include the removal and reconstruction of existing concrete valley gul#ers at locations to be determined in field: Removal of existing concrete valley. asphalt pavement, concrete base, curb and gutter, arrd necessary excavation to install the concrete valley gutters all shall be subsidiary to INS pay Item. Eumishing 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. 100, "Unclassified Street Excavation" Item No. 208 "Flexible Base." Measurement for final quantities of valley gutter will be by the square yard of concr.ete pavement and the curb and gutter sectiorx will be included. Contractor may substitute 5" non-reinforced (2.27) Concrete Base in lieu of Crushed Stoma at no additional cost. See Item 314" Concrete Pavernenl" - Asphalt base materiai may be required at times as directed by the Enginee# to expedite the work at locations identified in the field. The concrete shall be designed to achieve a minirnurn cornpressive strength of 3'000 pounds per square Inch. Contractor shall work on orae-half of Valley Gutter at a time, and the other half serail be open to traffic. Work shall be completed on each half within seven {7} calendar days, If the contractor fails to complete the work an each txalf within seven (7) calendar days, a 5100 doflam liquidated damage will be assessed per each half of valley gutter per day. The unit price bid per square yard for Concrete Valley as shown on the proposal M.1 be ruill wmpensation for materials, labor, equipment. tools and Incidentals necessary to complete the work. DA-32 NEW 7" CONCRETE VALLEY GUTTER This item shall include the construction of concrete valley gutters at nanous locations to he determn ned in field. Removal of existing, asphalt pavement, concrete base, curb and gutter, and necessary excavation to Ana#all the concrete valley gutters all shall be subsidiary to this pay ilem. Furnishing and placing of 2:27 concrete base and crushed limestone to a depkh as directed by the e=ngineer and necessary asphalt Iransitlons as shoWn in the concrete valley gutter details shall be subsidiary to this Pay Iters. See standard specification Item No. 314", Doncrete PaverneffItem 312 "Hot-Mix Asphaltic oncrele", Item No. 104, "RernavIng Old Concrete", Item No, 106, "Unclassified Street I ASC-19 PART DA - ADDITIO NAL SPECIAL C ONDITIO NS Excavation" Item No, 208 "Flexible Base." Measurement for €final quantities sof valley gutter will be by the square yard of concrete pavement and the curb and gutter section wili be included. Contractor may substl[We 5" non-reinforced (2:27) Concrete Base In lieu of Crushed Stone at no additional o t. See Ita rn 314" Concrete Pavement". The concrete shell be designed to achleve a minimum compressive strength of 3000 pounds per square Inch, Conlradur shall work on one-haif of Halley gutter at a time, and the other half shall be open to traffic. Wont strait be completed art each half within severs (7) calendar days. If the Contractor fails to complete the work on each half within seven (7) Calendar days, a $100 dollars liquidated damage will be assessed per each half of valley gutter per day. The unit price bid per square yard for Concrete Valley as shown on the propotel Will be full compensatlan for materials, labor, equipment, tools and incidentals necessary to complete the work. DA-33 NEW 4" STAN DARD WHEELCHAIR RAMP The CQritracter shall construct standard concrete wheelchair ramps as shown on the enclosed details, or as directed by the Engineer. The removal of existing substandard wheelchair ramps and sidewalk as reqLirad far tete installation of riew wheelchair ramps shall be subsidiary to this pay Item. The removal and replacement of exisiirig curb and gutter as required for the installation of new wheelchair ramps shall be included in Pay Item 5 (Removal and Replacement of Curb and Gutter). Pay limits for laydo n curb and gutter are as shown in the Standard Pay Limit Detail (WR-i), The pay limit will extend from $" outside the lip of gutter to 15" back from the face of curry. Any asphall #le--ars shall be subsidiary to the garb and gutter pay Item. Pay limits for "Standard Wheelchair Damp" will start 15� back from the fare of curb and encompass the remainder of the ramp and sidewalk. All applicable provision of standard Specifications Item 104 "removing Old Concreta" and Item 504 "Concrete Sidewalk 1)raveways" shall apply except as herein modified. All ca flared surface shall be coicred with LITH0GHR0ME color hardener as manuf actured by L.M. Scofield Carnpany or equal. The color hardener shall be brick fed calor and dry-shake kype, and small be used in accordance with manufactures iflslructions. Concrete stain may be applied after concrete is poured (Product said by BAER), "Contractor shal I provide a colored sample crdricrete panel of one foot by one foot by three itches dImension, or other dimensiun approved by the Engineer. meeting the aforementioned specittca[ion. The sampler upon approval by the Efig ineer, shall be the acceptable standard to be applied far ail consirudion covered in the scope of this pay 1tern_ The method of application shall be by screen, sifter, sieve far other means ire order to provide for a unitarm color distrIbutlon," The unit price bid per square yard for 4" standard wheelchair ramp as shown on the proposal will be full compensation for materials, labor, equipment. tools and Incidentals necessary to compete the work. I-tfan4 ASC-20 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-34 8" PAVEMENT PULVERIZATION - OMITTED DA-315 REINFORCED CONCRETE= PAVEMENT OR BASE (UTILITY CUT) - 0MITTED DA-36 MSED PAVEMENT MARKER All applicable provisions of Standard Specillimfleris for Roadway Markers (Buttons) shall apply, The Contractor shall install standard roadway markets according to city speciiieations as shown on plan sheet or a directed by the Engineer. Please refer to 'Roadway Markers SpecificaIfans ". LSA-37 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANOLINO - QMITTED DA-38 LOADING, TRANSPORTAwTION, AND DIS POSA4L OF CONTAMINATE El S01 - OMITTED OA-39 ROCK RIPPAP - GROUT - FILTER >=A13RIC - OMITTED DA-44 CONCRETE RIPRAP - OWTTErD DA-41 CONCRETE CYLINDER PIPE AND FITTINGS .- OMITTE=D DA42 CONCRETE }PIPE FITTINGS AND SPECIALS - OMITTED QA-43 UNCLASSIFIED STREET EXCAVATION - OMITTED DA-44 6" PERFORATED PIPE SUSCRAIN - OMITTED DA-45 REPLACEMENT OF 41' CONCRETE SIDEWALKS This il�em shall Include the removal and replacement of existing caRcrete sidewalk due to failure or in situation where curb and gutter is replaced to adjust grades to eliminate ponding water with same day haul-off of the removed material to a suitable durrtipsite. For specifications governing this item see Item No. 104 'Removing OW Concrete'. and Item No_ 504 +Concrete Sidewalk and Onveways". The unit price bid Per square yard shall be fail compensation for all labor. material, equipment, supplies, and incidentals necessary to complete the rernoval and replacement work, DA-46 RECOMMENDED SEQUENCE OF CONSTRUCTION In order to facilitate timely reconstruction of the affected roadway surfaces (subsequent to waterlse er PrWallation) under the City's roadway rnaintenarlce program, it is recommended that the proposed water andlor sanitary sewer improvements be conducted an the project streets based upon the folia lncg sequence' 1. Harley Ave. (Crestline Rd. to Western St,) 2. Washburn Ave, (Crestline Rd. to E. Dead End) 3, Helen St. (Camp Bowie Blvd. Io Crestline fid.) 4. Calmont Ave. (Hulas St, to Eldridge St.) ASC-21 _I PART DA - ADDITIONAL SPECIAL CONDITIONS 5, Woods Ave, (Cold Springs Rd. to Locut tit.) 6. Dakar Rd. (Firth Rd. to N. Gut-De- .ac) 7. Flrlh Rd_ (Ridgmar to Dakar Rd.) 8. Geddes Ave. (Kenley St_ to Alamo St.) 9. Goodman Ave. (Prevost t_ to Faron) 10. Geddes Av . (Me:r lck SL to Eldridge St.) After the work star# daze has been established, tine selected contractor shall be required to suInrnit the beginning and ending dates for all work (Includl[ng pavement repair) on each of the projEfot streets. Please be advised that the contractor has the opkn of submitting a different sequence of construction than stated above, The contractor shall not be allowed to begin work (but time charges will begin on the project) until the preferred sequence of construction and the start and and work dates for each street have been submitted to the City. DA-47 PAVEMENT REPAIR IN PARKING AREA The unit price bid tinder appropriate DID ITEM(S) of the proposal shall ever all cast for providing pavement repair equal to or superior in composition, thltkness, etc., to existing pavement, All required paving cuts shall be made with a concrete saw In a true and straighl lime on both sides of the trench, a min irnum of twelve (1 2) Inches outside the trench walls, Tho trench shall be backt[lled and the top nine (9) inches shall be rrlled with crushed limestone base material, compacted and level with the finished adjacent surface. This finished grade strait be maintained in a serviceable condition untiJ the paving has been replaced. DA-48 EASEMENTS AND PERMITS Easeme-nis and permits, bath temporary and permanent, have been secured for this' project at this time and made a part thereto, Any easements andlor permits, both temporary and permanent that have not been obtained by the time of publication shall be secured before consimclion starts. No work is to be done In areas rewiring easements andfor pprrnils until the- necessary easements are obtained. The Contractoi's athmtiarx Is directed to the casement dnscripHon and permit requirements, as contained herein, along with any special conditions lhat may have been imposed on these easements and perMiis. Where the pipeline crosses privately owned property, the easements acrd ccnstrucIion areas are shown on the plans. The easemertits shall be cleaned up after use and restored to iheir original conditions or bitter. In the agent additional work room or access is required by the Contractor, it shall be the Contractor's resporislbilfty to obtain wrltten permission from the property owners involved for the ease of additianal property required. No additional payment will be allowed for this item- DA-49 HIGHWAY REQUIREMENTS • OMrTTED DSA-50 CONCRETE ENCASEMENT Concrete encasement shell be Class E (1500 psi) concrete and for sewer line encasements shall conform to Fig. 113, for water line encasemiants It shall conform to dig, 20 of the General Contract Documents. Requirements for su�-,h encasement are specifled in Sections E1_20 and E2-20 of the General Conlract Documents, t r,v4 ASC-22 PART D - ADDITIONAL. SPECIAL CONDITIONS Payment for work such as ft rmirrg, pJactng, and finishing including all labor, tools, equipment and material necessary to complete the work shall be included in the linear fuck prig bid for Concrete Encasement- DA-51 CONNECTION TO EXISTING STRUCTURES All c:00nections between proposed and exlsling facilities, shall consist of a watertight seat. Concrete used in the connection shall be Class A (3000 psi) concrete and meet the requirements of Section E1-20 and E2-20 of the General Contract Documents. Prior to concrete placament, a gasket. RANI- ek or approved equal shall be instafled around penetrating pipe. Payment for such work as connecting to existing facilities including sit labor, tools, equipment, and material necessary to complete the work shall be included [n the linear foot price of the appropriate pipe BID ITEM, DA-52 TURBO METER WITH VAULT AND BYPASS INSTALLATION - OMITTED DA-53 OPEN FIRE LIME INSTALLATIONS - OMITTED DA-54 WATER SAMPLE STATION GENERAL: Al water sampling stat10n iris W ta tilor s w1JI be per attached Figure 34 or as required in large water meter vaults as per Figure 33 unless otherwise directed by the Engineer_ Thee apprap.fiate.W'ate r__s.ampting sta#lon will—be- Curnished to .the. Contractor free .of charge: ho ever. the Contractor W11 be req uirad to pick up this item at the FIold 0peratlons I arehouse. PAY MENT FOR F IG URE 34 1 NS TALLATTONS, Payment for a 1 work and rnaterOIs necessary for the installation of the 3}4-inch type K copper service tine will be shall be included in the price bid for copper Service Line from Main to Meter, Payment for .ail work and materials necessary for the installation tap saddle (if required). corporation stops, and fittings shall be included in the price bid for Service Taps 40 Blain. Payment for all work and materials necessary for the installation of the sampling station, concrete support block, curb stop. fittings, and an Incidental 5-feet of type K copper service line which are required to provide a complete and functional water sampling station shall he Included In the price bid for the water maim. PAYMENT F0 F=IGURE 33 1 NS TALLATI0N : Pay rnsnI Cor ail work and materials necessary For the installation tap saddle, gpte valve, and fittings shall be included in the price bid for Service Taps to Mbin. Payment for all work and materials necessary for the installation cf the sampling stalion. modification to the vault, fittings. and all type K copper service line which are required to provide a complete and functional water sampling statJon shall be included in the price bid for Water Sample Stations. ASC-2 PART DA - ADDITIONAL SPECIAL CONDITIONS ❑A-55 CURB ON CONCRETE PAVEMENT Standard Specftaflon Item 502 shall apply except as herein modified. INTEGRAL CURS, Iniegral curb shall be cGostructed 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 he deposited not more than thirty (30) minutes after the concrete in the slab, SUPERIMPOSED CURB Concrala shall have a mtnlrnum compressive strength of three Thousand (3,000) pounds per square inch at twenty4ght (28) days, The quantity of mining water shall not exceed seven (7) U.S. gallons per sack (94 lbs.) of Portland Cement. The slump of the concrete shall not exceed three (3) inches. A minimum cement content of fire (5) sacks of cement per cublc yard of concrete is required. PAYMENT., Payment shall be made for cutting and replacing curbs and gutters, required In this Project under the appropriate hid item and shall he in compliance with Public Works Department standard requirement Item 502. DA-56 SHOP DRAWINGS - OMITTED DA-57 COST SREAKDOWN ,-0 MITTED DA-58 STANDARD STREET SPECIFICATIONS H,M.A.C. OVERLAY - OMITTED DA-59 H.M.A.C. MORE THAN 9 INCHES DEEP - OMITTED DA-50 ASPHALT DRIVI*WA REPAIR - OMITTED DA-61 TOPSOIL - OMITTFD DA-62 WATER METER AND METER BOX RELOCATION AND ADJUSTMENT This Item shall include raising of lowering ars exist!ng meter box to the parkway grade specified No payment will be made for adjusting existing boxes which are wilhin 0.041 feet of spedfied parkway grade. The unit pnce bld shall be full and sufficient payment for all labor, equipment and materials used in the adjustment of the meter box. DA-63 BID QUANTITIES - OMITTED DA-64 WORK IN HIGHWAY Rt'GHT OF WAY - OMITTED DA-55 CRUSHED LIMESTONE (FLEX-BASE) Crushed limestone required ror use as a Clexible base material small conform to Specification Item No. 208 of the Standard Spectficaiions for Stmel. and Storm Dralh Construction for the City of Fort Worth Transportatiafl and Public Works Department. a rra ASC-24 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-66 OPTION TO RENEW - OMITTED DA-67 NON-EXCLUSIVE CONTRACT - OMITTED DA-68 CONCRETE VALLEY GUTTER This item shall irtcltlde the repaWreplacement of existing concrete Valleys gutters as directed by the Engineer_ The proposed vakley gukkers will be constructed according to the detail included in these documents as well as conforming to pE�cificalion item No. 314 of the Standard Specifications for Street and Storm Drain Construction for the City of Fart Worth Transportation and Public Worsts Department. The unit price bid for this item shall be full compensation for all materials (including applicable sub-base), tabor, equipment and incidentals necessary to complete the worst, DA-69 TRAFFIC BUTTON The Contractor shall supply all materials and labor necessary to install traffic buttolis of the same type as were previously Installed at Lo tions designated by the Engineer. The buttons to be supplied shall be generally. but not limited to Type W-4 and Type tl C-R4 and installed wlth a Type Ill Epoxy, The unit price bid for this item shall be full compensation for all materials. labor, equipment and incidentals necessary to camplete the work. DA-76 PAVEMENT STRIPING Pavernerit striping. whenever and wherever encountered, shall he replaced to match the existing striping or as directed by the Engineer. Materials used shall bre of 420 Type intersection grade tape (In 18-Inch width) such as Stamark as manufactured by 3M company or approved equal_ The unit price bid for this item shall be full tornOensaflan for all rriAterials, labor, equipment and Incidentals necessary to complete the work, DA-71 H.M.A.C. VESTING PROCEDURES The canlractor is required to submit a Mix Design for holh Type 'S' and "D' asphalt that will be used for each project. Thins should he submitled at the Pre-Construction Conference. This design shall not be mare than two { } 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 'S" asphalt a maximum of 20% rap may he used. No Rap may be used In type 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 s0iedule a tec:hniclan to assist in the monitoring of the number of passes by a roller to establish a rotting pattern that will provide the required densiiies. The required Density for Typo "B" and for Type "D" asphalt will be 91% of the calculated Marshal (proctor). A Troxler Tarin Layer Gauge will he used for M asphalt testing, t rrrza ASC-25 -I PART T DA - ADDITIONAL SPECIAL CONDITIONS After a rolling pattern Is established, densities should be taken at taH--ations not more than 300 feet apart. The above requirement applies to both Type 40' and 'D" asphalt. Densities on- ty "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_ llperi.campletGon of the applioalion of Type °D" asphalt additional cores musk be taken to determine the applied thIckrless, DA-72 SPECIFICATION REFERENCES When reference is. made in these spedrications to a parflcuiar A+ TIVI, AWWA, ANSI or other specification, it shall be understood that the latest revislon of such speclflration, prior to the date of these general specifications or revGslcns thereof, shall apply, DA-73 RELOCATION OF SPRINKLER SYSTEM BACK-FLOW PREVENTEWCONTROL. VALVE AND BOX The relocation and reconnection of sprinkler system canlroi valve and box will be required as shown on tete plans, aridlor as described in these; Special Contract Documents in addilion to lhose located in the Feld and identified by the Engineer_ A minimum of twenty-four (24) hours advance notice shall be given when service interruption will be required. When tete relcication is required, separate payment will be allowed for the relocation ef sprinkler back-flow preventer or control valve and box_ Payment for all worts and material such as back-fili, fittinGS, five (5) feel of PVC Schedule 40 and all material labor, and equipment used by and for the licensed plumber shall be included in the prig bid for the relocation of sprinkler back-flaw preventer or control valve and box. A11 other costs will be Included in other appropriate bid item(s). DA-74 RESUENT-SEATED GATE VALUES Any resilient-seated gate valves supplied for this contract shall conform lq Matenal Standard E1-26, STANDARD SPECIFICATIONS FOR RESILIENT-SEATED GATE VALVES. with the exception of size requirements in sections E-26.1, All resllierit-seated gate valves small be mechanical joints and be approved on the City of Fart Worth Standard Product Llst. DA-75 EMERGENCY SITUATION, JOB MOVE-IN - [AMM-E1i DA�7 1 %" & 2" COPPER SERVICES The following is an addendum~ to E1-17. Copper Water Service Lutes and Capper Alloy coilplirtgs: All fittings used for 1 'A' and 2' water services limes shall be compression ri#tings of the .type produced with an Internal 'gripper ring" as manufactured by the Ford Meter Box On„ Inc„ Mueller Company. or approved equal_ Approved equal products shad submil shop drawings and manufacturer's calalag irifQrmation fat approval, r 746o204 ASC-26 PART DA - ADDITIONAL SPECIAL CONDITIONS Contractor shall make A cuts to the copper tubing with a upper tubing cutter tool specifically daslgned for lhis purpose in order to provide a clean, square cut. The use of hacksaws of any other type of cutter will not be allowed. Prior to instafling the compression rdlings, lige capper tubing will be made found by the use of a "rounding [aloe" specifically made for that pLirpose. Payment for all work aril materials associated with 1 ' " and 2" capper services shall he included in the price of the apprapriate bilk [tem. DA-77 SCOPE OF WORE (LITH~., CUT) - OMITTED DA-78 CONTRACTOR'S RE PONSIBILTY {UTIL. GUT} - OMITTED CIA-79 CONTRACT TIME (UT(L. CUT) - OMITTED QIP-80 REQUIRED CREW PERSONNEL & EQUIPMENT (UTI L. CUT) - OMITTED OA-81 TIME ALLOWED FOR UTILITY CUTS (UTiL_ CUT) - OMITTED DA-82 LIQUIDATED UAMAOES (UTI L. CUT) — OMITTE0 DA-83 PAVING REPAJR EDGES (UTIL. CUT - OMITTED DA-84 TRENCH BACKFILL (UTIL_ CUT) - OMITTED DA-85 CLEAN-UFS (UTI L. 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 C0NCRETE BASE REPAIR FOR UNIT II & UNIT III (UTIL. C LIT) — OMITTED DA-90 " TO 9" H.M.A.C. PAVEMENT (UTIL. CUT) These items wIll Include the furnishing and placing of H.M.A.O_ surface course as directed by the E=ngineer, For Speuficaticns governing Type "D" E--.M.A,O. see the 1982 Texas State Oepariment of Highways and Public Tran5pGrtation, Spec_ Item No. 340 "Hot MIx Asphaltic Concrete Pavement". H.M.A. _ is also covered under Spec. Item Ido_ 312 In Ilse Standard Specifications for Construction, City of Fort Warth. Subsidiary to the H. .A,C_ pavement shall be sawing, removal of asphaltic material. gravel and excavation as shown on the details or as directed by the Engineer. r (r; ASC-27 PART DA - ADDITIONAL SPECIAL CONDITIONS The removed surfacing shall be loaded into trucks upon removal and hauled away from the xob site as directed by the Engineer. In no case shall the removed since be stockp+I.ed an the Job site. The following work method will be performed on each utility cut- 1- ut-1. Mace safety signs, berricades and/or other waminy devices where necessary and as required. _ The existing asphalt pavement shall be saw out into a square or rectangular shape and out Side faces ver'ticaiiy. The sawed asphalt pave merit shall be a minimum of V outside the utility cut area, 3. Apply liquid asphalt tack to vertcail face and bottom of excavated area in a uniform manner. Oo not puddle tack coat on bottom of utility cut area. Do not apply tack coat to washed rock. 4_ Place H.M.A.C. surface mix In Ilfts not to exceed Ihree (3) inches, Last or top lift shall not be less than two (2) Inches in thickness. 5. Each llft shall be thoroughly compacted with a plate compactor or portable vibratm-y roller. Fifteen to t enLy passes will be necessary with a vlbralory roller and mix temperalure above 250 F (121 D) Io ensure a goad compaction. Top lift when compacted shall be approximately 118 Inch above surrounding pavement. S. Apply Iiquid asphalt around edges of patch along cotta joints, 7. Clean up surrounding area. Do not leave excess rill or excavated material on the pavement, S. Re move safety signs, barricade and)or warning devices after job is complete. Payment shall be made at the unit price per S.Y. as shown on the proposal and stall be full compensation for rumishing all labor, materials, equipment tools and iricident.ais necessary to complete the work. DA-91 ADJUST WATER VALVE BOXES, MANHOLES, AND VAULTS (UTIL. CUT) Contractor will be res pans!bile for adjusting vwaler valve boies, manhales and vaults to match crew Pavement grade. The unit price bid will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. DA-92 MAINTENANCE BOND (UTIL. cu-r) - OM"EC] DA-93 BRICK PAVEMENT (LITIL. CLOT) - OMITTED LSA-94 LIME STABILIZED SUBGRADE (UTIL. CUT) - OMITTED DA-95 CEME=NT STABILIZED SUBGRADE (UTIL. CUT) - OMITTED DA=96 REPAIR OF STORM DRAK STRUCTURES (UTIL. CUT - OMITTED) DA-97 "QUTC 'C- ET' CONCRETE (UTIL. CUT) , OMITTED „��ao� ASC- 8 PART DA R ADDITIONAL SPECIAL CONDITIONS DA-98 UTILITY ADJUSTMENT (UTI L. GUT) This item is iflciuded for the basic purpose of establishing a con#fact price which will be comparable to the final cost of making necessary adjustments required due to utility Cut repairs to water, sanRary sewer. and natural gas service lines and appurte nanf;es Including irrigation If nes (spbnklflr systems), etc. where such tines and appurtenances aFa the prop" 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 ulility adjustments to the amount shown in the Proposal. It shall be the Contracloes responsibillty to provide the services bf a licensed pJurnber to make the ulflity adjustments delbrmined necessary by the Engineer. No payment will he made for utility adjustments except those adjustments determined necessary by the Engineer. Should the Coptractor damage service lines due to his negligence. where such 11nes would not have required adjustment or repair otherwise, the tires shall be repaired and adjusted by the Contractor at the Contractnes expertise, The payment to the Contractor for utility adjustments small 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, DA-90 STANDARD CONCRETE= SIDEWALK AND WHEELCHAIR RAMPS (UTIs.. CUT) - OMITTEC DA-100 LIMITS OF CONCRETE PAVEMENT REPAIR (t_1TIL. C'UT) The following criteria m.11 be used to determine the limits of concrete pavement repair for this contract. 1, The minimum size of repair for concrete shall be Tx S', 2, Whenever the limits of the repair are 8 feet or less from an adjacent joint of any type, the replacement shalt be extende8 to that joint, 3. Dummy joinis shall be sawed across any panel where a construction joint intersects the panel and a joint does not exist. All new joinls (construction or dummy) shall bre pamilfel with existing Joints. 4. Depending on the existing longitudinal joint spacing and the limits of the damaged pavement. the contractor may be required to extend the replacement to the halfway p6nt of the panel, The determination shall be macre by the inspector on a case by case basis in order to assure uniform joint spacing. Payment for all concrete pavemenI repairs shall be made at the unit price bid pee square yard as shown in the proposal and shall be full compensatian for furnishing all .labor. materials, equipment, tools, and incidentals necessary to complete the work_ However, payment for sa cutting dummy joints in adjacent panels shall be made tinder the appropriate bid item. DA-110'1 CONCRETE CURB AND GUTTER (UTIL. CUT) - OMITTED DA-102 PAYMENT (UT1L. CUT) - OMITTED t,razm� ASC-29 PART DA - ADDITIONAL SPECIAL CONDITIONS OA-103 DEHOLPS (MISC. EXT.} The Contractor a cavaies for existing water andlor sanitary sewer maln as delailed by work order together with a sketch, The I=tion and dimensions shown on the.plans relative to other existing utilities are based on the best inforrnailon available. Omission from, or the inclusion of utility locaLlons on the plans is not to be considered as the nonexistence of, or a definite location of, exisling underground utilities. It shall be the Contractoes responslbillty to verify 1=bons of adjacent andlnr conflicting utillties sufficiently In advance of construction In ordl�r that he may negotiate such local adjustments as necessary In the dehole process to provide adequate clearances. The Contfactor shall take all necessary precautions in ofder to protect all services an,countemd- Any damage to utilities resulting from the Contractor's operations. shall be reslored at his expense. Payment for work such as backfill and all other associated appurtenants required, shall be included in the price of the appropriate bid itern- DA-104 CONSTRUCTION LIMITATIONS �IMISC. EXT.) - OMITTED DA-105 PRESSURE CLEAN INAND TESTING (MISC. EXT-) - 0MITTFD DA-106 BID QUANTITIES (MISC. EXT.) - OMITTED DA-107 Li FE OF CONTRACT (MISC, EXT.) - 0MJT7PD DA-108 FLOWA4BLI` FILL (DISC. EXT.) 1, Descdplion: The no able fill material shah be delivered to the site, free flowing and seUleveling and shall have a consistency enabling it to fill all voids without tamping, vibrating or compacting- The fiowable fill material shall have an In place density of not less than 95 and not more than 115 lbs,/cu. f#., with a maximum twenty-eight ( S) day rnrnpressiaan strength of not less than 60 and not more than 85 PSI allowing the material to be removed with brand tools such as picks and shovels. The height of free fall of the flo ahte fill shall not exceed four (4) feet. 2. Material Specifications: Plowable NJ shall consist of; e, An appropriate amount of Portland Cement meeting ATM -160 (with other additives as necessary). b, Aggregates meeting ASTM -33 c- Sand or rine aggregates as per Oily of Ft. Wadh `standard Speciflcatiofis for Street and Storm Drain Construction Item 406 d. Flyash, Class C or F. meeIing ASTM -61a e- Admixtures 1. Mineral admixtures will be pozzolanic t ASC-30 PART DA -ADDITIONAL SPEC IAL CO N D ITION S 2. Chemleal admixtures shall be in liquid or powder form used in standard ready-mix concrete products unless spor-ificaily designed for Plowable fill. Permissible types of admixtures are; a. High air generators, as manufactured by Grace Consiruction Products or approved equal, which are specifically designed for flo able fill to lower unit weights, reduce shrinkage and subsidence, and control compressive strength, b. Air entraining admixtures conforming to AST M -260, o. High range water reducem conforming to AS TM "94 Type.F a G_ d. Accelerating admixtures ccnfurming to ASTM 0-494, Type O. 1: Dion-chloride, nary-corrosive accelerators used where metals are present in concrete or embedded members. 2. Calcium chloride DA-109 BRICK PAVEMENT REPAIR (MISC. REPL.) Contractor shall take all precautions to carefully rernave all existing brfckt pavers. The brick pavers shall be handfed with extreme care to avoid chipping and{or breaking of pavers. Until installed, they shall be craned and neatly stacked on pallets {not to exceed 3 feet in heighl}. If necessary, aJl new brick pavers used on this project shall meet the specifications for ASTM 01272. The brick shall be a Type F heavy vehicular paving brick a minimum 2 5/am thick. wilh spacer nibs ar tugs, anal match the existiing.brick In size, shape, and color. The brick pavers will be set on a ' -inch sandlcemenk bedding mixture_ The sand used shalt conform to ASTM C 33 exclud Ing sit stone screenings that may pass the C33 sieve analysis. 'the cement sand ratio shall be 1 sack of cement per 1 CY of sand or as directed by the Eriginear. Fllter fabric 12-inches wide will be. installed over every construction, andior expansion joint as well as all vertical surfaces. Once the brick pavers have been installed they will be vibrated into the sand bed. Sand conforming to 033 wI11 thea be swept into JoinIs anti vibrated again, At brick shall be lrrs(alied per the manufacturer's remmendafions. The resulting repair shall provide a smooth driving surface and match all applicable street grades, cross slopes, and crowns. The price bid per linear foot for 'BRICK PAVEMENT REPAIR" as shown in the Proposal will be full payment for materials inducting all labor, equipment, tools and incidentals necessary to complete the work, DA-110 DETERMINATION AND INITIATION OF WORK (MISC, RIEPL ) - OMITTED DA-111 WORK ODDER COMPLETION TIME (MISC. REPL.) - OMITTED DA-1 12 MOVE IN CHARGES (MISC_ RE PL ) - OMITTED DA-113 PROJECT SIGNS {NIISG. REPL.) - 0MITTED DA-114 LIQUIDATED OAMA ES (MISC. REPL_) - WiTTED I DA-115 TRENCH SAFETY SYSTEM DESIGN (MISC. REPL.) - OMITTED r i.oz.-vi ASC-31 PART DA - ADDITIONAL SPECIAL. CONDITIONS DA-116 FIELD OFFICE - OMITTED DA-117 TRAFFIC CONTROL PLAID — OMITTED DA-118 COORDINATION OF WORK WITH CONTRACTOR FOR OTHER UNITS - OMITTED t.oa'ow ASC-32 C PART E MATERIAL SPECIFICATIONS TECHNICAL SPECIFICATIONS FOR MANHOLE JOINT SEALING t SECTION E - SPECIFICATIONS JANUARY 1, 1978 s All materials, construction methods and procedures used in this project shall conform to Sections E1, E2 and E2A of the Fort Worth Water Department General Contract Documents and General Specifications,together with any additional material specification(s), construction(s)or later revision(s). (See revisions listed on this sheet). Sections E1, E2 and E2A of the Fort Worth Water Department General Contract Documents and ' General Specifications are hereby made a part of this contract document by reference for all purposes, the same as if copies verbatim herein, and such Sections are filed and kept in the office of the City Secretary of the City of Fort Worth as an official record of the City of Fort Worth. INDEX I E1 MATERIALS SPECIFICATIONS E2 CONSTRUCTION SPECIFICATIONS E2A GENERAL DESIGN DETAILS Revisions as of April 20, 1981, follow: E1-2.4 Backfill: (Correct minimum compaction requirement to 95% Proctor density and correct P.1.values as follows:) s C. Additional backfill requirements when approved for use in streets: (1) Type B Backfill (c) Maximum plastic index(PI) shall be 8. (2) Type C Backfill (a) Material meeting requirements and having a PI of 8 or less shall be considered as suitable for compaction by jetting. (b) Material meeting requirements and having a PI of 9 or more shall be considered for use only with mechanical compaction. E1-2.11 Trench Backfill: (Correct minimum compaction requirement wherever it appears in this section to 95% Proctor density except for paragraph a.1. where the "95% modified Proctor density' shall remain unchanged). f I (a) Material meeting requirements and having a PI of 8 or less shall be considered as suitable for compaction by jetting. (b) Material meeting requirements and having a PI of 9 or more shall be considered for use only with mechanical compaction. E1-2.11 Trench Backfill: (Correct minimum compaction requirement wherever it appears in this section to 95% Proctor density except for paragraph a.1. where the "95% modified Proctor density' shall remain unchanged). t i i a a CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS DEPARTMENT t TECHNICAL SPECIFICATION FOR MANHOLE JOINT SEALING A. GENERAL This specification covers a cold-applied performed flexible butyl rubber or plastic sealing compound for sealing interior and/or exterior joints on concrete manhole sections. It governs all manholes, vaults, etc.,constructed for the City of Fort Worth Water Department,excluding only the joints using a trapped type performed O-ring gasket,and shall require a bitumastic joint sealant in all joints as per Figure M attached. B. MATERIALS 5 This sealant shall be preformed and trowelable bitumastic as manufactured by Kent-Seal, Ram-Nek, E-Z Stick or equal. The joint sealer shall be supplied in either extruded rope-form of suitable cross-sectional area or flat tape form and shall be sized as recommended by the manufacturer and approved by the Engineer. The joint sealer shall be protected by a suitable removable wrapper and shall not in any way depend on oxidation, evaporation, or any other chemical action for either its adhesive properties or cohesive strength. The joint sealer shall remain totallyflexible without shrinking, hardening, or oxidizing regardless of the length of time it is exposed to the elements. The manufacturer shall furnish an affidavit attesting to the successful use of the product as a performed flexible joint sealant on concrete pipe and manhole sections for a period of at least five years. C. INSTALLATION OF JOINT SEALANT Each grade adjustment ring and manhole frame shall be sealed with the above specified materials. All 1 surfaces to be in contact with the joint sealant shall be thoroughly cleaned of dirt, sand, mud, or other foreign matter. A primer shall be applied to all surfaces prior to installing the joint sealant in accordance with the recommendations by the manufacturer. The protective paper wrapper shall remain on the joint sealant until immediately prior to placement of the pipe in the trench. After removal of the protective paper ! wrapper, the joint sealant shall be kept clean. Install frames and cover over manhole opening with the . bottom of the rings resting on bitumastic joint sealer. Manhole frames and covers shall be McKinley,Type N, with indented top design, or equal, with pick slots. i 1. Frames, unless otherwise shown on the drawings, shall rest on two(2)rows(inside and outside)of bitumastic joint sealer. 2. Grade adjustment rings shall also rest on two (2) rows of bitumastic joint sealant. D_ SEALING AND/OR ADJUSTING EXISTING MANHOLES Excavate (rectangular full depth saw cut if in pavement) adjacent to the manhole to expose the entire manhole frame and a minimum of 6 inches of the manhole wall keeping the sides of the trench nearly j vertical. MJS— 1 i r 1. Remove manhole frame from the manhole structure and observe the condition of the frame_ i The existing frame shall be used wherever possible. Any existing frame shall be used wherever possible. Any frame that is not suitable for use as determined by the Engineer shall be replaced. Separate and observe the condition of the grade adjustment rings. If the grade rings are loose,deteriorated, broken, or show structural defects, replace them in accordance with these specifications. Replace adjustments that are constructed of brick, block, or materials other than precast concrete with precast concrete rings, or where necessary, and approved by the Engineer, a precast flattop section. Precast concrete rings, or a precast concrete flattop section will be the only adjustments allowed. 2. In brick or block manholes where it is difficult to determine where grade adjustments and walls i, meet, replace the upper portion of the manhole to a point 24 inches below the frame. If the walls or cone section below this level are structurally unsound, notify the Engineer prior to replacement of the grade adjustments or manhole frame. Existing brickwork, which is l structurally satisfactory, if damaged by the Contractor, shall be replaced at the Contractor's expense. 3. Wire brush manhole frame and exposed manhole surfaces to remove dirt and loose debris. Coat exposed manhole surfaces with an approved bonding agent followed with an application of a quick setting hydraulic cement to provide a smooth working surface. 4. If the inside diameter of the manhole is too large to safely support new adjustment rings or frame, a flattop section shall be installed. 5. Joint surfaces between the frame, adjustment rings and cone section shall be free of dirt, { stones and voids to ensure a watertight seal. Please a flexible gasket joint material in two concentric rings along the inside and outside edge of each joint, or use trowelable material in lieu of preformed gasket material. Position the butt joint of each length of joint material on + opposite sides of the manhole. Not steel shims,wood, stones,or any material not specifically accepted by the Engineer may be used to obtain final surface elevation of the manhole frame. 6. In paved areas or future paved areas, castings shall be installed by using a straight edge not less than ten (10) feet long so that the top of casting will conform to the slope and finish elevation of the paved surface. The top of the casting shall be 118 inch below the finished elevation. Allowances for the compression of the joint material shall be made to assure a proper final grade elevation. 7_ Manhole rims in parkways, lawns and other improved lands shall be at an elevation not more than (1) inch or less than one half (112) inch above the surrounding ground. Backfill shall provide a uniform slope from the stop of manhole casting for not less than three(3)feet each direction to existing finish grade of the ground. The grade of all surfaces shall be checked for proper slope and grade by string lining the entire area regraded near the manhole. 8. Manholes in open fields, unimproved land, or drainage courses shall be at an elevation shown F on the drawings or minimum of 6 inches above grade. E. MEASUREMENT AND PAYMENT The price bid for new manhole installations shall include the cost of joint sealing and paymentwill be made from the appropriate Bid Item(s)- For existing manhole adjustment and/or sealing, the cost of sealing shall be included in the appropriate bid item and payment will be made for these items. -I E a f PART F CERTIFICATE OF INSURANCE CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAWS PERFORMANCE BOND PAYMENT BOND MAINTENANCE BOND { From:Becky C. At: FaxID: To:Nildd McLeroy Date:7/31/2006 10:52 AM Page:1 of 2 CSR BC DATE(MMIDD/YYYY) ACORD CERTIFICATE OF LIABILITY INSURANCE SHUCI-1 07/31/06 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Soley Featherston Insurance HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR P. 0. Box 97513 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Wichita Falls TX 76307-7513 Phone: 940-723-7111 Fax:940-322-9549 INSURERS AFFORDING COVERAGE NAIC9 INSURED INSURER A: New Hampshire Insurance Co 23841 INSURER B: Bituminous Casualty Corp 20095 S.H.U.C. Inc. INSURER C- RO ' 310 Lee Lane INSURER D: Weatherford TX 76087-7701 INSURER E COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO TME INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECTTO MiICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRI8ED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS_ POLICY NUMBER DATE LIMITS LTR NS TYPE OF INSURANCE {MM/DDhM1Z DATE(MMfDD1YY) GENERAL LIABILITY EACH OCCURRENCE $1,000,000 B X X COMMERCIAL GENERAL LIABILITY CLP3227851B 05/01/06 05/01/07 PREMISES(Ea occurence) $100,000 CLAIMS MADE OCCUR MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE s2,000,000 GEN'LAGGREGATE LIMITAPPLIESPER, PRODUCTS-COMP/OPAGG $2,000,000 X POLICY jFCT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT B X ANY AUTO CAP3505286B 05/01/06 05/01/07 (Eaeccident) $1,000,000 ALL OWNED AUTOS BODILY INJURY [Per person) $ SCHEDULED AUTOS X HIREDAUTOS BODILY INJURY X NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN Fro ACC $ AUTO ONLY_ AGG $ EXCESSA/MBRELLA LIABILITY EACH OCCURRENCE $2,000,000 B X OCCUR CIAIMSMADE CUP2577262B 05/01/06 05/01/07 AGGREGATE s2,000,000 $ DEDUCTIBLE r$1000000 X RETENTION $10,000 10,000 WORKERS COMPENSATION AND TORY LIMITS ER A EMPLOYERS'LIABILITY WC1962338 05/01/06 05/01/07 E.L.EACH ACCIDENT 00000 ANY PRCPRIETOR/PARTNEREXFCUTIVE OFFICER/MEMHER EXCLUDED? E.L.DISEASE-EA EMPLOYEE00000 IT yes,describe udder SPECIAL PROVISIONS below F T_DISEASE-POLICY LIMIT OTHER B RENTED/LEASED CLP3227051B 05/01/06 05/01/07 PER ITEM 100,000 EQUIPMENT PER OCC 100,000 DESCRIPTION OF OPERATIONS 1 LOCATIONS 1 VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS RE: WATER & SANITARY SEWER R3PLACEMENT CONTRACT 2004 NSM-K. THE CITY OF PORT WORTH IS NAMED AS ADDITIONAL INSURED WITH A WRITTEN CONTRACT IN REMU DS TO GENERAL LIABILITY COVERAGE. CERTIFICATE HOLDER CANCELLATION FORTC01 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL CITY OF FORT WORTH IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR 1000 THROCIMRTON STREET P'OR'E.' WORTH TX 76102-6311 REPRESENTATIVES. AU N ACORD 25(2001108) 0ACORD CORPORATION 1988 . •,•.•.,r... .�.. rpnw. iO:.41MMCLeroy Date:7/31!2006 10:52 AM Page:2 of 2 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies)must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORN 25 t200i10$) DATE(MMIDDNYYY) AC�RDM CERTIFICATE OF LIABILITY INSURANPE SHCSR UCI 1 07/10/06 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Boiey Featherston Insurance HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 4P. O. Box 97513 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Wichita Falls TX 76307-7513 Phone: 940-723-7111 Fax: 940-322-9549 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA: New Hampshire Insurance Co 23841 INSURER B: Bituminous Casualty Corp 20095 S.H.U.C. Inc. INSURER C: 310 Lee Lane INSURER D: Weatherford TX 76087-7701 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING I 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. INS POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR NSR TYPE OF INSURANCE DATE MMIDDIYY DATE MMIDDIYY GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 B X COMMERCIAL GENERALLIA13ILFFY CLP3227851B 05/01/06 05/01/07 PREMISES(Eaoocurenoe) $ 100,000 CLAIMS MADE 50 OCCUR MED EXP(Any one person) $5,000 i PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $2,000,000 X POLICY PRO- JECT nLOC AUTOMOBILE LIABILITY B X ANY AUTO CAP35052868 (Ea accident)05/01/06 05/01/07 COMBSINGLE LIMIT $ 1�000�000 dent) ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS fPer accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE s2,000,000 B *1 OCCUR El CLAIMSMADE CUP2577262B 05/01/06 05/01/07 AGGREGATE s2,000,000 1I $ fDEDUCTIBLE $ X RETENTION $10,000 $ WORKERS COMPENSATION AND TORY LIMIT$ ER EMPLOYERS'LIABILITY A ANY PROPRIETORIPARTNERIEXECUTIVE WC1962338 05/01/06 05/01/07 E.L.EACH ACCIDENT $ 1000000 OFFICERIMEMBEREXCLUDED? E.L.DISEASE-FA EMPLOYEE $ 1000000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 1000000 OTHER B RENTED/LEASED CLP3227851B 05/01/06 05/01/07 PER ITEM 100,000 EQUIPMENT I I PER OCC 100,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES!EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS RE: WATER & SANITARY SEWER REPLACEMENT CONTRACT 2004 WSM-K J CERTIFICATE HOLDER CANCELLATION FORTC01 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL CITY OF FORT WORTH IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR 1000 THROCKNORTON STREET FORT WORTH TX 76102-6311 REPRESENTATIVES. ACORD 25(2001108) ©ACORD CORPORATION 1988 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement h on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). i DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. _i I 1 f I ACORD 25(2007108) CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW Pursuant to V.T.C.A Labor Code Section 406.096(2000),as amended,Contractor certifies that it provides workers' compensation insurance coverage for all its employees employed on city of Fort Worth Department of Engineering No. 4870 and City of Fort Worth Project Number P253-604170019683/P258-70417019683 S.H.U. n . CONT OR By: -i --S hervnd so r� 1 Title E 1,7-Ole _ 'r Date STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME,the undersigned authority,on this day personally appeared , known to me 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 S.H.U.C.,1ne.the purpose and consideration therein expressed and in the t capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of _.2006. Av l - Notary Public in and for the State of Texas i Ail M. COLE My Commission Expires March 7,2010 i 1 I' 4' PERFORMANCE BOND THE STATE OF TEXAS { KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT That we (1) S_H.U.C., Inc. as Principal herein, and (2)1��is )fig G3T19ry , a corporation organized under the laws of the State of(3) Iowa. , 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: I One Million Six Hundred Sixty-six Thousand Two Hundred Fifteen and no/100....................................... Dollars($I,666,2I5.00)for the payment of which sum we bind ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally,firmly by these present, i WHEREAS, Principal has entered into a certain written contract with the Obligee dated the 20th of June, 2006 a copy of which is hereto attached and made a part hereof for all purposes,for the construction of- Water fWater and Sanitary Sewer Replacement Contract 2004 WSM-K 5 sNOW THEREFORE, the condition of this obligation is such, if the said Principal 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 Obligee may suffer by reason of Principal's default, and reimburse and repay Obligee for all outlay and expense that Obligee may incur in making good such default, then Jthis 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, IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have executed this instrument. SIGNED AND SEALED this 20th day of June,2006. I t t i I' 1 I I I} l I' A ,T ST. S.H.U.C. e. + (Principal)Secretary PRINCIP BY: (SEAL) Title: r 5 e 310 Lee Lane Weatherford,TX 76087 Witness as to Principal €brdmts Bmdapg CWM Surety r�( 1 Name: Stat (ICOSS ATTEST: (Attorney-in-fact) s Address: P.O. Pox 25720 Secretary M.,, ins 'IX 79755-07X) (SE Telephone Number:01343_9033 Witness a t Surety NOTE: (1) Correct name of Principal (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 I be attached to Bond by the Attorney-in-Fact. The date of the bond shall not be prior to date of Contract. I a f 1 i i i I , Band MC55811 i PAYMENT BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § € That we (1) S.H.U.C., Incas Principal herein, and (2) Nl?�'� EQUding QMp= a corporation organized and existing under the laws of the State of(3) Iowa , as surety, 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 amount of One Million Six Hundred Sixty-six Thousand Two Hundred Fifteen and no/100.......................................Dollars ($1,666,215.00) for the payment whereof, the said Principal and Surety bind themselves and their heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these presents: WHEREAS,the Principal has entered into a certain written contract with the Obligee dated the 20th day of —� June A.D. ,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: Water and Sanitary Sewer Replacement Contract 2004 WSM-K NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully make payment to each and every claimant(as defined in Chapter 2253, Texas Government Code, as amended)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. 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 statute,to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have executed this instrument. SIGNED AND SEALED this 20th day of June,2006. I 1 f� I 1 4 L , i J I 1 I � s.x.u.C. AT ET: PRINCI BY: � 1 (Principal)Secretary + Name: �y�eY1rt��a Title: Tr psi` 1 t (SEAL) 310 Lee Lane Weatherford,TX 76087 Witness as to Principal I Dt�mts Bor6% C�xrp ry I sU �— ATTEST: Name: Staci Gross _ Secretary Attorney in Fact (SEAL) Address: P.O. fbx 26720 Austin, 'ZX 78755-0720 f Witness s t Surety Telephone Number: (512)343-9033 I NOTE: 1. Correct name of Principal(Contractor). 2. Correct name of Surety. 3. State of incorporation of Surety. J 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. The date of bond shall not be prior to date of Contract. i I i j i a i &md MC55al { MAINTENANCE BOND i THE STATE OF TEXAS § COUNTY OF TARRANT § KNOW ALL MEN BY THESE PRESENTS: That S.H.U.C., 1ne.(Contractor), as principal, and W-rd-gats Bond n gjpr gtlr corporation organized ' under the laws of the State of , (Surety), do hereby acknowledge themselves to be held and bound to pay unto the City of Fort Worth, a Municipal Corporation chartered by virtue of Constitution and laws of the State of Texas,("City")in Tarrant County,Texas the sum of One Million Six Hundred Sixty-six Thousand Two Hundred ' Fifteen and no/100.......................................Dollars($1,666,215.00) 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,executors,administrators, assigns and successors,jointly and severally. This obligation is conditioned, however;that, WHEREAS, said Contractor has entered into a written Contract with the City of Fort Worth, dated the 20thday of June 2006copy of which is hereto attached and made a part hereof,the performance of the following described public improvements: Water and SanitarV Sewer Replacement Contract 2004 WSM-K the same being referred to herein and in said contract as the Work and being designated as project P253- 604170019683/P258-70417019683and said contract, including all of the specifications,conditions, addenda, change orders and written instruments referred to therein as Contract Documents being incorporated herein and 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 Two (2) Years 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, t 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 Water Department of the City of Fort Worth, it be necessary; and, i WHEREAS, said Contractor binds itself, upon receiving notice of the need therefore to repair or reconstruct said work as herein provided. NOW THEREFORE, if said Contractor shall keep and perform its said agreement to 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 the Contractor and Surety damages in the premises prescribed by said Contract. This obligation shall be continuing one and successive recoveries may be had hereon for successive breaches until the full amount hereof is exhausted. i IN WITNESS WHEREOF, this instrument is executed in 8 counterparts, each one of which shall be deemed an original,this 20th day of June,A.D. 2006. ATTEST: (SEAL) S.H.U.C. nc. Contrac By. Secretary Name: --q Title: I ATTEST: (SEAL) Nhrd-mfs Bmdhi —g Ompaw Surety ` B Seer Name: St3C1 GLOSS Title: Attorn -in-F2-t _- I t P.O. Box 26720 Austin, IX 78755-072D Address I i a I . k i a i i E POWER OF ATTORNEY l Merchants Bonding Company,(Mutual) Nations Bonding Company Bond No. KNOW ALL PERSONS BY THESE PRESENTS:That MERCHANTS BONDING COMPANY(MUTUAL)is a corporation duly organized under the laws of the State of Iowa,and that NATIONS BONDING COMPANY is a corporation duly organized under the laws of the State of Texas (herein collectively called the"Companies").and that the Companies do hereby make,constitute and appoint Donal Boley,Steve Deal,Staci Gross and/or Janet Kaiser t of Wichita Falls and State of Texas their true and lawful Attorney-in-Fact,with full power and authority hereby conferred in their name, place and stead,to sign,execute,acknowledge and deliver in their behalf as surety any and all bonds, undertakings, recognizances or other written obligations in the nature thereof,subject to the limitation that any such instrument shall not exceed the amount of: FOUR MILLION($4,000,000.00)DOLLARS .� and to bind the Companies thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the Companies,and all the acts of said Attorney-in-Fact,pursuant to the authority herein given,are hereby ratified and confirmed. This Power-of-Attorney is made and executed pursuant to and by authority of the following bylaws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on November 16, 2002 and adopted by the Board of Directors of Nations Bonding Company on April 19.2003. "The Chairman of the Board or President or any Vice President or Secretary shall have power and authority to appoint Attorneys-in-Fact,and to authorize them to execute on behalf of the Company,and attach the Seal of the Company thereto, bonds and undertakings,recognizances,contracts of indemnity and other writings obligatory in the nature thereof. The signature of any authorized officer and the Seal of the Company may be affixed by facsimile to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking• recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In Witness Whereof,the Companies have caused this instrument to be signed and sealed this 16th day of January,2006. i �. N•�f Nc•r .'�O�NG• .�fp MERCHANTS BONDING COMPANY(MUTUAL) APp94.0. ;•QP1'ZoqAgy� NATIONS BONDING COMPANY =Z:� -0 :3: ;°• 2003 aa; ;yJ 1933 :ti: By STATE OF IOWA00 President COUNTY OF POLK ss. On this 16th day of January,2006,before me appeared Larry Taylor,to me personally known,who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY(MUTUAL)and NATIONS BONDING COMPANY;and that the seals affixed to the foregoing instrument are the corporate seals of the Companies;and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. In Testimony Whereof,I have hereunto set my hand and affixed my Official Seal at the City of Des Moines,Iowa,the day and year first above written. ' R CINDY SMYTH Commission Number 173504 w My Commission Expires March 96,2009 Notary Public,Polk County,Iowa STATE OF IOWA COUNTY OF POLK ss. i• William Warner,Jr.,Secretary of MERCHANTS BONDING COMPANY(MUTUAL)and NATIONS BONDING COMPANY,do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said Companies,which is still in full force and effect and has not been amended or revoked. In Witness Whereof,I have hereunto set my hand and affixed the seal of the Companies on thisZOffi day of JUly . 2006 . '•N•� lN' '�ANG CD•'• �O • r Vt q !l i►'C� , :Cid 9.; .01. 2003 :a; .s 1933 ;C° Secretary �y. y: NBC 0103(1106) 40-.444* i 1 SOHD1y ! e o � 'JE 111- DEs Maim Merchants Bonding Company a P.O. BOX 26720 ®AUSTIN, TEXAS 78755-0720 I r. 1 E Please send all notices of claim on this bond to: Merchants Bonding Company (Mutual) 6850 Austin Center Blvd., Suite 200 Po Box 26720 Austin, TX 78755-0720 (512) 3439033 f E s F S PART G-CONTRACT THE STATE OF TEXAS § COUNTY OF TARRANT § k i THIS CONTRACT,made and entered into the 20th day of June,2006and between the City of Fort Worth, a home-rule municipal corporation located in Tarrant County,Texas, acting through its City Manager thereunto duly authorized so to do, Party of the First Part, hereinafter termed "OWNER", and S.H.U.C., Inc.the City of Weatherford County of TARRANT and State of TEXAS, Party of the Second Part, hereinafter termed "CONTRACTOR". -i WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the Parry of the First Part (Owner), said Party of the Second Part (Contractor) hereby agrees with the said party of the First Part(Owner)to commence and complete certain improvements described as follows: - 4 Water and Sanitary Sewer Replacement Contract 2004 WSM-K And all extra work connected therewith, under the terms as stated in the Contract Documents, and at his (their)own a proper cost and expense to furnish all the materials, supplies, machinery, equipment, tools, superintendent, labor, bonds, insurance,and other accessories and services necessary to complete the said construction, in accordance with all the requirements of the Contract Documents, which include all maps, plats, blueprints and other drawings and ` printed or written explanatory matter thereof, and the specifications thereof, as prepared by the Engineers employed I by the Owner, each of which has been identified by the endorsement of the Contractor and the Engineers thereon, together with the Contractor's Written Proposal and the other parts of the Contract Documents hereto attached, including the Fort Worth Water Department General Contractor Documents and General Specifications, all of which are made a part hereof and collectively and constitute the entire contract. i I r E i The Contractor hereby agrees to commence work within ten(10)days after the date written notice to do so shall have been given to him,and to substantially complete same within the time stated in the proposal. 1 l The Owner agrees to pay the contractor in current funds for the performance of the contract in accordance with the Proposal submitted therefore, subject to additions and deductions, as provided in the Contract Documents and all approved modifications thereof, and to make payment on account thereof as provided therein. j IN WITNESS WHEREOF,the Parties to these presents have executed this Contract in 8 counterparts in the year and say first above written. f City of Fort Worth,Texas(Owner) ATTEST: Party o,fAwQFi4&4 rst part BY: v Marc . Ott,Assistant City Manager COA City S retary Contract: Authorization (Seal) _ - ... bate WITNESSES: S.HU C _Inc. 310 Lee Lane Weatherford,TX 76087 Contract By Title:6h Fr M/.r�Hur� APPROVED: A roved as to Form and Legality: 5 A.Douglas Rademaker,P.E.Director Asst.Cit' Att ey Department of Engineering 4 z rVJ�L/ t74� ;' 19 p„a^ ..:J��fliflip �L1A.9 II APPENDIX STANDARD FIGURES AND DETAILS fit 130 Lr R � �, f � � �• iii �^ . low. , vow " LOCC)® � N b4 err � 1 cri CD Alp ell O _ C s l rr I .. CO LI.�y rr rr Q? to CL , s LD • Lr ++ � - :.. co V/ CD ilu LO _ u _ 1f- Lo I_— TYPE "C" BACKFILL SEE SPEC. El-2.4- 1= G.C.D. M s' INITIAL MWIMU BACKFILL COVE SAND MATERIAL EMBEDMENT [� INITIAL BACKFILL C SEE SPEC. Ei-2.3. G.C.D. IL MINIMUM E' EMBEDMENT - I IITiI l Bill l lliil I li;iI i 11�i1 l l liil!11= .—I WATER: SIZES UP TO AND INCLUDING 12" . U Q F—i-1 43 A11 1I=1 4 klllk: SSE EESPEC.8E1-21.4 t- --.'�;>> G.C.D. z W MINIMUM INITIAL BACKFILL COVER: III ` . �s. - Ill: � WATER — 6" —1 l <-``' CRUSHED STONE OR SAND SEWER — 12- `= III MATERIAL INITIAL BACKFILL I —I :� I I— SEE SPEC. E1-2.4{b) OR m STORM DRAIN — 12' —1 I I ° .u E1-2.3 G.C.D. •a T� •u O LLJ MINIMUM 6" �� °- o • ❑a°nn IlI- a . C� EFABEDMENT —I l I--���`—��-.�--°��---' CRUSHED STONE � I1=III—Ill—Illll—IlI—I11= SEE SPEC. El-2.3 - —1 I I—I l I—!11---I]I--1 14=1 I I— G.C.©• O WATER: SIZES 16" AND LARGER r= SEWER: ALL SIZES . U, STORM DRAIN: ALL SIZES —� Q LSI - a MATERIAL SPECIFICATIONS < ry w F r SAND GRADATION 0 %LESS THAN 1091 PASSING THE EMBEDMENT AND BACKFILL DETAILS PROVIDED ON THIS #200 SIEVE SHEET SHAH REPLACE APPROPRIATE PROVISIONS OF BOTH J P.I. = 10 OR LESS THE EI-2.4-(b) AND E1-2.3 OF THE G.C.D. AND STD. SPEC. O ITEM 402 OF THE TPW STANDARD SPECIFICATIONS FOR STREET & STORM DRAIN CONSTRUCTION. ^rI� ,.] .?Nn,q 1 Z PROVl5ION5 OF THESE !TENS SHALL APPLY. 'l�; Yv}ti~� 1v;� �J t{L? O { CRUSHED STONE GRADATION SIEVE SIZE %RETAINED1 0-10 n �� 4 1 2- 40-75 WATER, SEWER--& ST - R I`� r- 55-9D EMBEDMENT AND BACKF �LJETAILS #4 90-100 95-100 CITY OF FORT WORTH--CONSTRUCTION STANDARD = ��D�ATTE- -19--02 � FIGURE A LO CD 0< o O m oao �``i arm ¢ r U'O Cl -z max¢ r wIL m0Ld w La Ld r tf) ui \\\\\ ¢ U Li \\ \\ cn ¢ Q � y z uL zea w UA p p r L,LLJ w �- w \� U ��Uil¢ ¢ ui w J r L-[� T z a \�\;� ul W ¢ nf 0 CL 113z [ Cl) 3 is N ¢ O LU \\\\\\ D) 0. p O \\\\\ LJj Q 0 LL- LLJ Ul '. � z + Oc= z LLI U \`/ LJ cn w a O 4 C3` a LJ J, Q •� fry: w Ld Z pC t Ln w o Lo J (n S O Q ¢ \ \\ Li L�I- Za v r vIC ZwQz ul a \\\�\� w CD E W- m t- WS \\\\\�\ Q a d0Vww \\\\\ af Z O C) pLi �Z \ \\\ z N � cLn- W . m jrcnw LYn¢W \X co 0 0 �LLJ ul Z \\\\ m Q Q J O 1-1 ' Ir d Lj m Lp L�:2?ti U a U �Z Y U •. A-! C7� -J J -Ja QOU Q z c� c d b- rn�5 rw Ci ri X d LJ Z ul W Ln InnzN w �¢ + LL)U0:1 ~OCJ<:�E O U �ZCF-fir F- Zo 0 -• 07 cr d Ul p < o Ld N LL U -J7 �R OZ0 O [7a vp�r0ZN U�ti� �- r L Z47 •_ ,• U�-li�0�� Q Q LA Z tay�� X� .��' in CP0 c"nF-OZDzM W � Q LLe w m O-U);r<c w0 F :. .4k'f .. F--oz�E EL UJ p{wo m L n z •-;1'�- fir, �UitY0VOV_R !F CD Z �f w n m C7 r p w r L_w o m o ,- W Ld u ly 0�Z W ?,y 0 r= �— :�' cwi w Imo- WW-of LLI Ln oo�� Q Z + Q _JQ LLJ ��OR4n -ate 0�Z� X W 'f z t� Z o �- cn LIJ w -: '. aID LLI QLLI WoOOw, ow-, ZWp OU Z0. �:_�- O e p 4-OQJU[rl7�' Y JTW¢ O C � Ln U �U �iPw¢W'Z2'U J-0.� V 4 Z O �yO..DOQ t£�i(A LLLJ •- '_' Q VO 0. _JZq U)U)0L,m O 0 4 W Z V ;C` w c 0 M -•• _ =C''`S c,:} `'-R n.n>1s5: \\ ///\ Z r Z LJ 6.L CL to Q U.. ,rzr.• LL1 En Jtn m �_Ld W Ul 0. Z •e;Lz.•::-'.'{_•Y+ : :r �:.:+: iY"`� ` O w W W w ly P + r _- _r:tia �.r?r•._"_. x'r \\/ F 7 U CO U U L w LLJ vi Ln ul j I l� w W w r d In p W LO wo l` 0. w O �W � J U h F r J ` W m U F- Ln W ui m � Ln J 11 _ rl J � 7- 0- mE V)in mF-- ¢ � W •@•:• U ¢ Q W ¢ �_0-. � In z � 4 - T ~ O Q lSl] Z W J w ¢ ,Yi, U L U Z 0. W N Z (Sj F-Y 7 F-LL] U) 0 a 0 F c� o-Z- r W U a � Z a` F- o w o x� ��� 0 C w r W z >z � � ¢ �_ W2 NSA W F- Ll0 J 2 W Q 1'•; �n U � � Q`' oa 0 Cam U h Z aQ. U Q d p U n_ d w [n 'y. cn LLJ 7: ulW W U F- cn m Q¢O U m W I ¢ Q 0 ¢ U + T . � ¢ Z ul Y U-LLJO 0. J F- :E W t 0 O Z- LLJ ¢ w r I Z ED L) � , U U p O O P O CrXJ Q pW Z0 Z F- O O � ''•. •s U W U Z ul W V ZO 0� 1': d z bi W o U Wr f W L, v J Z w W 7 O N d Z~ }:::, 4 Z U Q Lil 7 J 4 W Ln [f](7IL m Fw-- R F- W OY N Iii cn W } ' J Z E[I' LO ED e— Oz0 N v¢r rnU U) ¢U'a o 0 0 aElf w z�< LJ LJ t14 Ili fy F- ¢ 63 0 CD � G F in 0X Z \\ Ld CD \\♦ —0 U ♦\\\� Z=UOU \N\\ ¢ Z p h w \\i\;`\\ J o o - � IxLLI — \�\1�` z cn ¢ cn a LLJ XIQ LLI U La Ld Li U1 p ♦��� m r 0 Z 0 z LLJ whi 0 Q X ♦ W 7 OZ Li \\ � ¢ o C. a o; V) P:LLJ ♦\\\\�i ` \\ Ln .Si, .14�.::F,`.-: T Q C) .:;i: .:0.% \ O V) S r ,y O EE ¢ is .`ii y *_/ CL J LLJ cz Q C ' LLJ �3 r;•{.'may}. r p bj // L� W. y~'i y •mn:..: / CK _ p O Of N X L- La ¢L LA W Ld J O r� LLJ \�\\\ Q Q ¢ Cy LY Q D JCD Ln O J \`\\ lD U k 1U- W LLi.i u:2-1 LLLI O(!l --; TOU�Li3 \�\\\\\\ O W O O LTJ Lr 1 \\\\\\ ¢ p— o W— L Q Ln U no:af \\ \\ \\ 7D<UA \\\ \\ d a r n t--2 \\\\\\ tV Gl F"" Z¢LP 1\\\\\�\ Z ¢fl- J�¢��_ \��\\\ Ls Z Lo<tY LO LLI Q O ID J�J Q Q J r U� Lil QO L-�3i� _ . . • U C.? C?O lr U e: zi7 J J _j4-_ -O¢ r (17 a_ Q li- M to Lx-L➢ w 7C H : C'! fr7 L1 O Z CV c7 O H Cl Lr) Vl N a W W © Q �v LLI C S w O LJ w � w Z r � wF- > > 0o- wrU wF d D z C < LC • Q w0 4f l-- O U U F O U Z Qaln OCtf F- 0Dcc UL� mrn Uo c7 - W ::) N W LLLJ .d W Uoz )< NWS p < t W Zi.f � L'i ALJLLI OU C LCL Ln0 F- O C3 U -i Lam. O LLLJ z dD- 0U) ¢ O _ cv Mr Ln Q - w WLLJ F- — M U In — U F- C ZWGC of Uw C) CD LJ � F- w Or j Z w UOw > L, W W Z J S S Q S w Z S Ln > - W wU JLAU LJrU >cQ � [L — m zcc mow — U-1OL Swr Ln00 w2 m 0a_ : \ LLI 0 > a r LLJ z QZ o W W o a W uj w a�W Y w Lo (L- 0 L~ C] LJ _ W t .c l • Li E CD f T W W E. ►- 0� z 1 • v C - �r rro H M4 two \ z z 1 -_ Ln C)� Lnpo �W O} in w w }. Ln J C Li L-j L� a � u E F-0J w CL ZZ O < c� �\\ �'n <�L rLY } OU \ n � -j C,4 � U ® pwL:_r W r � ' <z ofJOEJorUw ULf) LJ Z LLJ c � � )Ui, w oQzm o o m 0L,0uQp0 JCS 0Or Z - r 0 I QO _._. OQO o - �_. U W U�-~ _ r iv WLn :2 LLF Z LO Ld U- ZH- Z -i ¢ Ld - f N --�Q Ua- z _ :� U- •� WOL m WLLJ ;. ly �OU}Z Cl- - OOhU DLn 3 L,, o �WQQ I - m t m F- C-) S :E C) Ln r. . z o o m a p U T LxL.I :71 C r > _I W cfZrnf� O O E CJ� J J � W p CD Wx Li-Y f cN Ln� U L,D Q t J U J< w< d Ww C - � m > 1 d . O W IL Ek U o W Ln Ln it! �- x a W crm? _ �3n U = V-- Q a ALL - }C 4 Lu o ¢J r4 d Jo = 7 W uai,w L) �0 Cl �� r Z3� od �w 0 Aflo a O I' z W �- r - - - U a ' ------ ---------------w cr- _ o o LL), z r- o ; 4 ( o IL W4¢�yW m W fir. ra ¢C - ¢-0 JJ WW�'rT-ti _ Tr MLA -,SIL W Z a7^C� n� ozCUQL�� �Woc� "� z o Lil LL]-jsyc,WJZ�Q ,. ¢mooD Ln Cf illU W�In JU1XW d ED i,s4❑ JJ=U7WJ = Q Z dr OOH 0.041 � Dw � Zu_00-0-1 ao J_ U p F-- LI Wm W p L-- lf V�-In¢��in , i f r t APPENDIX E r PAVEMENT CORE RESULTS i t i vcv_,L�)LLcuvv ruc uc-cu III yr 6y yr rw i rrg i neer, vep6 rnn Iiv, u r yr i vucu r Vt 1 CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX S -- PROJECT_ WATER & SANITARY SEWER REPLACEMENT CONTRACT 20 DOE NO. : 4870 FUND CODE: 01 02 HOLE # I LAB NO: 60563 LOCATION: 4825 CALMONT AVE. S/4 4 . 50" H111AC — B.25" BROWN SANDY CLAY WROCKS & GRAVEL 11-50" DARK .BROWN SANDY CLAY ATTERBURG LIMITS: LL: 50.7 PL: 27 . E PZ: 23.3 SHRKG: 15. 0% MUNSELL COLOR CHART: 10YR 5/3 BROWN CLAY TJNIT WEIGHT: 146 #/CFT BOLE ## 2 LAB NO: 60584 LOCATION: 4628 CAXAMT AVE. N/4 4.2 5" HMIkC. s 6.25" ROCKS & GRAVEL 3. 00" BROWN SANDY CLAY W/ROCKS 9. 00" YELLOWISH BROWN SANDY CLAY W/ROCKS & GRAVEL rATTERBURG LIMITS: LL: 25.1 PL: 14 .'7 PI: 10. 4 SHRKG: 6. 0% MUNSELL COLOR CHART: 10YR 7/3 VERY �AlE BROWN SANDY CLAY IJNS'I' WEIGHT: 146.0 #/CFT HOLE # 1 LAB NO: 60585 LOCATION: 4817 HARLEY AVE. S14 4 . 00" HMAC 5.25" ROCKS & GRAVFL AND SAND 66.25" BROWN SANDY CLAY W/ROCKS & GRAVEL 646.25" LIMITS: LL: 49.2 PL: 25. 4 PI: 23.8 SHRKG: 15. 0% MUNSELL COLOR CHART: 10YR 6/2 LIGHT BROWNISH GRAY CLAY UNIT WEIGHT: 146. 0 #/CFT HOLE # 2 LAB NO: 605B6 LOCATION: 4533 BEY AVE. N14 4 . 25" HMAC ' 19.0" GRAY SANDY CLAY W/ ROCKS & GRAVEL ATTERBURG LIMITS: LL: 28 . 8 PL: 15. 0 PI: 13. 8 SHRKG: 8 . 0% MONSELL COLOR CHART: 10YR 7/1 LIGHT GRAY SANDY CLAY UNIT WEIGHT: 146. 0 #I'/CFT MOLE # 1 LAB NO: 60587 -- LOCATION: 4707 WASHBURN S/4 8 . 00" HMAC 4 .25" 'BROWN SANDY CLAY W/LTGRT GRAVEL 10. 00" YELLOWISH BROWN SANDY CLAY W/GRAVEL ATTERBURG LIMITS: LL: 35. 0 PL: 17 . 5 PI: 1.7 .5 SHRKG: 11. 0 MUNSELL COLOR CHART: 10YR 7/3 VERY PALE BROWN CLAY UNIT WEIGHT: N/A #/CFT i f LL.V IV LVVv Ivy. vl... .I 111 V[ 4y Vl t W I+11�jlIIGGI . Val'. ! 1Iti I1V. VI S VII No LE # I LAB NO: 60586 LOCATION: 4529 GEDDES AVE. S/4 4. 75- HM_AC 7 , 00" BROWN SANDY CLAY W/ROCKS & GRAVEL 11. 00" DARK BROWN SANDY CLAY W/ROCKS & GRAVEL ATTERELRG L114ITS: LL: 40. 7 FL: 21- 9 PI: 18,8 SHRKG: 1.3 . 0% ti MUNSELL COLOR CHART: 10YR 6/3 BALE BROWN CLAY UNIT WEIGIHT: 146. 0 #/CFT HOLE # 2 LAB NO: 60589 LOCATION: 8208 GEDIDES AVE. N/4 4 . 75" HI-LAC 4. 00" TAN SANDY CLAY fir ROCKS & GRAVEL y 3. 50'" BROWN SANDY CLAY W/ROCKS & GRAVEL 10. 00" MEDIUM BROWN SANDY CLAY W/ ROCKS & GRAVEL ATTERBURG LIMITS: LL: 47. 3 PL: 25.2 PI: 22. 1 SHRKG: 1.3. 0% MUNSELL COLOR CHART: 10YR 5/4 BROWN CLAY � W 6. 0 #/CPT LAB NO: 60590 FIRTH RD. N/4� � . SA CLAY W/ROCKS & GRAVEL 2. 00" ROCKS 7.$0" YELLOWISH BROWN SANDY CLAY W/ROCKS & GRAVEL ATTERBURG LIMITS: LL: 42.2 PL: 18.9 PI. 23. 3 SHRKG: 13 . 0% MUNSELL COLOR CHART: 10YR 7/2 LIGHT GRAY CLAY' UNIT WEIGHT: 146. 0 #/CFT HOLE # 1 LAB NO: 60591 LOCATION: 1705 DAr= RD, S/4 t 4,25" ha4C 6.50" BROWN SANDY- CLAY W/ROCKS & GRAVEL 3. DO`" ROCK 8 .25" GRAYISH BROWN SANDY CLAY ATTERBURG LIMITS: LL: 53.8 PL: 26. 6 PT: 27 .2 SHRRG: 17. 0% MUNSELL COLOR CHART: 10YR 61/2 LIGHT BROWNISH GRAY CLAY UNIT WEIGHT: :146.0 #/CFT DOLE # 1A LAS NO: 60592 LOCATION: 5312 GOODMn AVE_ S/4 16. 75" HMAC REST " ROCKS & GRAVEL NO P1 ATTERBURG LIMITS: LL: PL; PI: SHKKG: . 0% MUNSELL COLOR CHART: 10YR UNTT WEIGHT; N/A 4/CPT DOLE # 1B LAB NO: 60593 LOCATION: 5312 GOOD N S/4 SIX PEET W9ST 12 . 00" HMAC i REST" ROCKS & GRAVEL NO P1 ATTSRBURG L-IMIT$ : TIL: PL: PI: SHRKG; . Oro MUNSELL COLOR CHART: 10YR t" UNIT WEIGHT: N/A #/CFT f VL:V !J CUU:) EUC. UC'C1 ! LL VI 6y UL 1 W L'll jj I IICCI . UCNb hill I7V. U11 U3 ! ULJLLV C LAS NO: 60594 i : 5 321 GOODMAN N/4 Hhmc SAND & ROCKS BROWNISH GRAY SANDY CLAY W/ROCKS & CRAVEL G LIMITS•. LL: 29 . 0 PL: 15. 5 ?1 : 13. 3 SHRKG; 10.0* _-� COLOR CHART: 10YR 6/2 LIGHT BROWNISH GRAY SANDY CLAY UNIT;GHT: N/A #/CiiT HOLE 0 2 LAB NO: 60594 LOCATION: 5526 GOODMM AVE. S/4 9. 50" HMAC 7 .25" BROWN SANDY CLAY W/ROCKS ATTERBURG L114ITS: LL: 32 . 6 PL: 17. ,E PI: 15.4 SHRKG: 9. 0% MUNSELL COLOR CHART: 10YR 6/2 LIGHT BROWNISH GRAY CLAY UNIT WEIGHT: W/A #/CFT r APPROVAL: � { z N�JERI ,� ROUTING DATE TESTED; 11-02-05 THRU 11-04-05 k6E CALDERON DATE REPORTED: 11-16-05 MIKE DOMENECH TESTED BY: W.ODEN FILE ti i CITY OF FORT WORTH CONSTRUCTION SERVICES 4 LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT : WATER & SEWER REHAB CONTRACT 2001 WSM-E VARIOUS LOCTIONS DOE NO. : 3384 FUND CODE: 01 HOLE # 1 LAB NO: 17614 LOCATION: CL OF BRYCE 200' WEST OF WESTERN 8 . 00" HMAC 8 . 00" TAN SANDY CLAY W/GRAVEL 4 . 00" BROWN CLAY ATTERBURG LIMITS : LL: 46. 0 PL: 27 . 1 PI : 16. 9 SHRKG: 8 . 0% MUNSEL COLOR CHART: 6/2 LIGHT BROWNISH GRAY CLAY UNIT WEIGHT: N/A #/CFT APPPROVAL: // 4L -T Y JERI61 ROUTING DATE TESTED: 05-22-03 JOSEPH GAGLIARDI DATE REPORTED: 06-06-03 ABE CALDERON TESTED BY: SOIL LAB JIM DEETER FILE 1 CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: WATER & SEWER REHAB CONTRACT 2001 WSM-E VARIOUS LOCTIONS DOE NO. : 3363 FUND CODE: 01 HOLE # 1 LAB NO: 17611 LOCATION: CL OF ELDRIDGE 200' SOUTH OF DONNELLY _ } 6. 00" HMAC 10 . 50" CONCRETE (COMPESSIVE STRENGTH 3756 PSI) 3 . 50" GRAVEL HOLE # 2 LAB NO: 17612 LOCATION: 5012 GEDDES 2 . 00" HMAC 6 . 00" REDDISH BROWN CLAY W/GRAVEL 12 . 00" YELLOWISH TAN CLAY W/GRAVEL ATTERBURG LIMITS: LL: 42 . 0 PL: 20. 5 PI : 21. 5 SHRKG: 12. 0 MUNSEL COLOR CHART: 7/3 VERY PALE BROWN CLAY UNIT WEIGHT: 133. 0 #/CFT APPPROVAL: ,o ' RY JERI ROUTING DATE TESTED: 05-21--03 JOSEPH GAGLIARDI DATE REPORTED: 06-06--03 ABE CALDERON TESTED BY: SOIL LAB JIM DEFTER FILE 1 CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX f PROJECT: WATER & SEWER REHAB CONTRACT 2001 WSM-E VARIOUS LOCTIONS DOE NO. : 3384 FUND CODE: 01 HOLE # 1 LAB NO: 17615 LOCATION: E/4 OF S . HULEN 50' SOUTH OF LAFAYETTE 2 . 00" HMAC 8 . 00" BROWN CLAY W/GRAVEL 10 . 00" BROWN CLAY ATTERBURG LIMITS: LL: 43 . 1 PL: 21 . 6 Pl : 21 . 5 SHRKG: 11 . 0% MUNSEL COLOR CHART: 5/2 GRAYISH BROWN CLAY UNIT WEIGHT: 133. 0 #/CFT HOLE # 2 LAB NO: 17616 LOCATION: CL OF S . HU= 50' SOUTH OF WASHBURN 8 . 00" HMAC 12 . 00" TAN SANDY CLAY W/GRAVEL ATTERBURG LIMITS: LL: 32 . 2 PL: 17 . 2 PI : 15. 0 SHRKG: 8 . 0% MUNSEL COLOR CHART: 7/2 LIGHT GRAY CLAY UNIT WEIGHT: N/A #/CFT APPPROVAL#D:- 05-21-03 RI ROUTING DATE TEST JOSEPH GAGLIARDI DATE REPORTED: 06-06-03 ABE CALDERON TESTED BY: SOIL LAB JIM DEETER FILE 1 •'f- A } CITY OF FORT WORTH i CONSTRUCTION SERVICES 4 LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: WATER & SEWER REHAB CONTRACT 2001 WSM—E VARIOUS LOCTIONS DOE NO. : 3385 FUND CODE: 01 HOLE # 1 . LAB NO: 17617 LOCATION: E/4 OF WOODS 25' NORTH OF MAYFIELD 12 . 00" HMAC 8 . 00" TAN SAND W/GRAVEL ATTERBURG LIMITS : LL: 28 . 0 PL: 14 . 6 PI : 13. 4 SHRKG: 6. 0% MUNSEL COLOR CHART: 7/3 VERY PALE BROWN SANDY CLAY UNIT WEIGHT: N/A #/CFT 3 5 " , APPPROVAL: RY ERI ROUTING DATE TESTED: 05-22-03 JOSEPH GAGLIARDI DATE REPORTED: 06-06-03 ABE CALDERON : TESTED BY: SOIL LAB JIM DEFTER FILE s a - t - i "