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HomeMy WebLinkAboutContract 34021 CITY SECRETARY NO . 1 11-16 CONTIZA -98791GATIONS AND CONTRACT CONSTRUCTION'S COPY CLIENT DEPARTMENI DOCUMENTS FOR Sanitary Sewer And Water Line Replacement Contracts 99LL - Various Locations ,. Sewer Project Number P253-541200-606170041283 Water Project Number P258-541200-706170041283 Contract 99LL DOE No. Fuller Ave. (6th To Gordon) 2981 Medina Ave. (Odessa To Westcreek) 2982 Waco Way (Wrigley To Hulen) 2983 Wessex Ave. (Wedgworth To Welch) 2984 Wosley Dr. (Woodway To Wedgmont) 2985 In the City of Fort Worth, Texas 2006 FORTWORTH WATER MIKE MONCRIEF CHARLES R. BOSWELL Mayor City Manager S. FRANK CRUMB, P.E. Director-Water Department ROBERT D. GOODE, P.E. A. DOUGLAS RADEMAKER, P.E. Director Director Transportation and Public Works Department of Engineering r n grout r Excellence through Ownership ' 4100 International Plaza, Overton Centre Tower II, Suite 460 , + Fort Worth, Texas 76109 R I IN k RJN Project No. 18-1899-00 WWw. CFWNeVorg �{sRt, 1 l p Print M&C COUNCIL ACTION: Approved on 8129/2006 -Ordinance No. 17123-08-2006 DATE: 8/29/2006 REFERENCE NO.: **C-21640 LOG NAME: 30WSM-K SHUC CODE: C TYPE: CONSENT PUBLIC HEARING: NO SUBJECT: Adopt Appropriation Ordinance and Authorize Execution of Contract with Conatser Construction, TX., LP, for Water and Sanitary Sewer Replacement Contract, 99LL (City Project No. 00412) RECOMMENDATION: It is recommended that the City Council: 1. Authorize the transfer of$1,096,055.00 from the Water and Sewer Operating Fund to the Water Capital Projects Fund in the amount of$629,019.00 and Sewer Capital Projects Fund in the amount of$467,036.00; 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water Capital Projects Fund in the amount of$629,019.00 and the Sewer Capital Projects Fund in the amount of$467,036.00; from available funds; and 3. Authorize the City Manager to execute a contract with Conatser Construction, TX., L. P., in the amount of$988,799.80 for Water and Sanitary Sewer Replacement Contract, 991-L. DISCUSSION: On September 30, 2003, (M&C C-19775) the City Council authorized the City Manager to execute an engineering agreement with RJN Group, Inc., to prepare plans and specifications for Water and Sanitary Sewer Replacement Contract, 991-L. This project consists of the replacement of existing water and/or sanitary sewer mains as indicated on the following streets: Street From To Scope of Work Fuller Avenue 6th Avenue Gordon Avenue water/sewer Medina Avenue Odessa Avenue Westcreek Drive water Waco Way Wrigley Way Hulen Street water/sewer Wessex Avenue Wedgworth Road Welch Avenue water/sewer Wosley Drive Woodway Lane Wedgmont Circle water/sewer 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 June 1, 2006, the following bids were received: NMI,A rPIEORD C I W V �I�u 1�7e �11.; 61i''tI }J F Bidder Amount Time of Conyietion Conaster Construction, TX, L.P. $988,799.80 160 Calendar days j Cleburn Utility Construction, Inc. $1,097,021.50 Burnsco Construction, Inc. $1,103,785.00 Tri-Tech Construction, Inc. ' $1,154,295.30 Jackson Construction, Ltd. $1,265,327.80 Patco Utilities, Inc. $1,652,935.06 In addition to the contract cost, $69,257.00 (water$39,752.00 and sewer$29,505.00) is included for survey, inspection and other construction related tasks. In addition, $37,998.20 (water$17,163.20 and sewer { $20,835.00) is provided for project contingencies. M/WBE —Conatser Construction, TX, L.P., is in compliance with the City's M/WBE Ordinance by committing to 4% M/WBE participation and documenting good faith effort. The City's goal on this project is 19%. j This project is located in COUNCIL DISTRICTS 6 and 3, Mapsco 89 V, X and 90 J, K. FISCAL lNF0RMATIONICERTIFICATiON: 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. TO FundlAccountlCenters FROiN FundlAccount/Centers_ 12)P258 472045 7061700412ZZ $467,036,Q0 1)PE45 538070 060902Q 629,0 i 9.00 1&2 P253 472045 6061700412ZZ X629,019.00 nPE45 538070 0709020 467 Q36.00 2}P253 531350 606170041252 _ 11442.00 3}P253 541200 606170041283 572,103.80 2)P253 531350 606170041260 572.00 3 P258 541200 706170041283 $416,696.00 2 P253 531350 606170041280 $058.00 2)P253 531350 606170041282 $U2.QO 2)P253 541200 606170041283 $tfflZ67,00 2)P253 531350 606170041284 $5-721.00 2 P253 531350 606170041285 $20-000-00 2LP258 531350 706170041252 8 400.00 2)P258 531350 706170Q41260 $-420.00 2)P258 531350 706170041280 X30.00 2)P253 533010 606170041281 $-Ik00 2 P258 531350 706170041282 $42Q.00 2 P258 541200 706170041283 $43 531.00 7 P258 531350 706170041284 4 200.Q0 2}P258 531350 706170041285 $15 Qfl0.00 2 P258 531350 706170041291 $420.00 2)P253 533010 706170041281 $15.00 2)P253 531350 606170Q41291 $72.00 Submitted for Ci Manager`s Office Originating Department Head: Marc A. Ott (8476) i A. Douglas Rademaker(6457) Additional Information Contact: i Rakesh Chaubey (6054) ATTACHMENTS � 30WSM-K SHUC 2 .doc 1i 7 1 �I A Hx 111ktcl'f M me mv- 1 Zuah ('VIN t I d; 411 1,. UH M'28/2006 12: 50 FAX 2 CITY ON FOR'1`'1 OR7'll DEPARTMENT OF ENGINEERING tillDEN1)[iM NO. 1 To the-Plans, Specifications&Genoml Conmut Documents Sanitary Sewer And Water Linc Replacement Conga ots 991,1,r Various Locations Sewer Prajcct Number 1253-541200-606170041253 Wa(ar Protect Numbcr P258-5412CO-7€6170041283 Hid Dote: May 25,2006, 2:00 P Addendum No. l: Issued May 18, 2006 This Add endurn, forms part of the Plans. Con lW Docurnenls& Spoc.Mostions for the above referenced Proiucl ant modifies tote original 8pccifica,lion s and Con Irim Docuincnts. Bidder shall acknowledge mceapi ofihis addendum in the space provided below. in the proposaI (Proposta,l Sippiatu>;e Page) and acknowleage receipt on the nater envelop of your bid_ Failure to acknowledge receipt of this addendum could subject the bidder to disqualific;Mtion, The Plans and speclFcat ion da"rncnts for San itairy Sewer And Water Line Replaceinem Contracts 99L.L— Various Localions, Sewer Project Number P253-541200- 606170041283, Nater Project lumber P258-541200-706170041283 are hrrc:by revised by addendum No. i as follows: SPE CIRCATIONS& CONTRACT DOC UHEN'I'S: 1. Mill} >E'ItOPOSAL A, The fol lowing iicros in the bid proposal have beeps revised or deleted from the previous bid prcpDsal. U11' 1: WATF,R: ■ Unit I Woter, item No. 107, Pagc UI-3, Furnish and 1n91aII 0twtilz Iron Fittings, the qua<►nIIty has bcun revised to 7 TAWS. s Unit 1 Miter, Delete Page U1-7 and replacif with U)-11 uN r"r 2: sm,w�R: t • Unit 2 Sewer, item Nn,221, Page U2-6, Ilkslall Cement Stabilized 'aacicllll, clwaasige to read Install Current Stalflliaed > aulifill 12-inches Abovo Pipe. ■ Unit 2 Sewer, Delete Pa gc U2-7 and replace with U2-7a. Addudkein No., I Pagr, l OC'yr 1 1' !tx l�afeltiute MAY-i8-UMII"If) t2; 0 1 . 1]us R7 BI OGS 12,50 V?A-X oa:x 2. SEWER AND WATER DIFTAILS Delete Page, FIGURE. A, Sheet 2 oft, [BEV:April 20, 1995. EXCAVAT[ON, EACKFfLL AND PAVEM ENT REPAIR U7*DER E IST17NO STREETS. A signed copy of the Addendum bouId he included in tha scaled bid otvc ljupc al the [itr+C ufbid suhmitW. Paiiure to acknowledge the receipt of this Addendum couJd cause the .qubjeet bidder to be considcred "NON R ESPONS WE,"resuII irig in dis4Ittal i#ication. [ CG[PT ACKNOWLEDGEMENT: 1SSUUD BB- A, Douglas Radt:maker, P.R.. Director By.- De na y.- Dern Joh tism, P.E,/GopaI Sahu, P.E, Manager DOL-" E-ngr- Svcs-/Sir. Prof, Andress:1 . f '4q �# VOMk$ tS� , 4 ......2'o p, g�$42- � r±�� O,•'p� � x� al120(6 AddudurrtNu., ] Pago2 CITY OF FORT WORTH DEPARTMENT OF Uk N G I N EER N ADDENDUM NO. 2 To tho Plans, 4pecitications & encral Contract DccLIT11w LS Sanitary Sc or And Waior Lino Ropliace rout Contracts 99LL arioluo Lecatiom Sewor Project Number P253-541200-606170041283 Walor Projw Nurnbcr P259-541200- 706170041283 ?59-541 00- 70 170041283 Original Bid ]date. May 25, ZOOS, 1:30 J(}M Revised Bid Date: Thu rsd y,Juae 1, 20U6; 1:30PM Addendurn N'a. 7.. 'IsstmA May 23, 2006 Thi9 Addondwn, romia part of the plains, Contract Documents &.Specifications for tho above raforeitei�-d Project and modifies the original Specifications acid Contract Din camen#s. Did&r shal l acknowledge.receipt of this add mdum in the spact provided below, in the proposal (Prapwa] Signatutie Paga) and acknowl Age reogipt on the,outer,-,nvelopu 6f your bid. FaiIure to acknow ledge reoeipt of this addendurit could sub joat the bidder to disqualification. Tlic pdarxs and sprecilication doctimo nta ror Sanitary S owior And Water Line Replacamernt Contracts 9 LL --Vaiious Locations, Servet Project Number P253-541200-606170041283. Water Projoct Number P259-541206-706170041283 am horeby revised by Addendum No. Z a� Fallows: SPECIFICATIONS & CONTRACT DOCUMENTS- 1. OCU ENTS-1. NOTICE TO BIDDERS ■ Mages NTS 1 and twompreliens ive NTB (1). Revised paragraph one,. senwi3cc Ono-, to r&ad; Addressed to Mr. Charles R. 13oswel1, Glii Maliage,r of the fity of Tort Worth, 'faxes, will be received apt the Purchaging Office until 1:30 P.M., Thirpd �Juaa 1,2006 anal 119011 PLl41iely OPM1Ocl wid read at 2.00 P.A ire Slip Council Chunboo. A.ddcndurn Ido, 2, Yap 1 F@/Z0 MV4 8nD NE'?i 9T11909118 9Z :10 990Z/EZ/S0 209 d 8.1119VSL1B 88 :1=1 (101 )9O -�2-F,HIJ anillalot1 x8 A signed copy or the Addendru-k1 shouJd be inn-ludad in the scaled bid onvelopt at the tine of bld submittal, FaR Luc to acknowledge Ihe-rt!ccipi of Ili is A,ddendurn could CaUSe 1110 siubject biddef to be considomd "NONRE POIr SJW," Tustdc41g hi disiitiadfickaion. RECEIPT ACKNO GED EMVM ISSUED BY. A. DaLglas RademAur, x'.12.,Dtr=ar ' By:- By: Ilona John8on, P.EdCxopal Saht4, P,B. MaimgerDGE Engi. Svcs./Sr. Pi amppy: 6 n f, #s-pr (n,-.i qs !24,-+ - ��/'4+L-4 Br gr. Address. eZ� I LiY S illl :��� ���L State- w 59842 F i' G :3f VId ` ; ; * 1 1 Addandum No,2,Page z �61Eia 3DVd dFUND Mf l 900z/ jGO FOQ 'd 911lgvsZl8 9S I--( On0.9Q02-H-W RX 1)et4IXJmE 08: 30 8175+151118 P Due OV 21c/2006 01 8175461118 RJN GROUP PAGE 02/12 C1TY QF FORT WORTH DEPARTMENT()F FN I NEERI NG ADIDU 1k1UM NO. 3 To the Pints, peoiii"ians &, Ooncral Contract l mufnents sanitary SmerAnd Wow Une Rcplkr 4��R3 terproe +nberP25B 54 200-70i4 711D4I283ect Nuan r P253-541 I7 4 000"Pit Bid DOe: May 2a;2606; 1.30 FM Revised Bid late: Thursdny,JURe 1#20n6, 1:30PM Addondum No. 3: tsisuod May 25, 2006 This Addendum, Forms part of'Ric,PIans, Contract Documents & 5pecifica�tivnq for tl�e#k a +C reterencad ftlect find modifies the aril g1nal Speci[Ications and Contract DocuinP-145, B Idder s11all ackcnrnvvlcdBe receipt of this addendum In the space pr*v1ded below, in the propwral {Frapo�nl Signature Pagc) and acknowlcdge rcceipt on the cuter cnvel0pa cf yoki r bid. Failure to aakiiavt+Itdge rmolpt of this adder dwim cauicl siiljecc the b#rider to di.gveliflog Iion. 'ncc pans and spooi#icatior� doauinents for Sanitary Sewer And Water Une Replaccment C0111ra0v 993,aL—Various i,ocativns, Sower Prore?,t Number P253-541200-606170041293. Water Prvjcot ldumbcr P258-541200-706170041283 aru hereby revised by Addcndurn No. 3.as WloWs: PTC I ,t, 1. 1 11t`)!' WORTH MfWDE POLI CV Il_ The following itema M tba Fort Worth l V8 p, Molloy havc been revised. Spcoial C115tRictions fbr Biddcr9, Attachinditit 1.A, 'l he J%V a1Ir Projeer nal Is 19%)- ubwntr iors)Suppliers jititlzatiolt Dorm, Attachment I$. '[tie MM BE PI'vJact C'0:11 is 19` . 1?riine ConTrRctcr Waivct From, Aunchmr� nt IC-:Thi MMBE Protea GoaI is 19%. Gond Faith Eff(In From, Atuchinent 1 D, Tbc MIWBE.Projeel Goal is 19%- 2. BJ.D PROPOSAL A. The Following itolliS in the bid proposal havc been revised or deleted rrarn the previcias hid propns;Ll Unit L Wafer. +� Ur�lt l l'Jster. T]e1et pages tJ1-i, t;I-2, tat-3. U1-4, U1.-5. U1-6, U1.7a, and 01.8 and UlrBn, send U1.9. replace with U1-in, U1,2a, [11-3 a, U1.4a, VI-52P, U6a, U1.7 b, Addondum NO,3,P19e 1 Rk Date11IM4 MH4—eb-eUUb(3-R1 � UIJ! JU 41f5�ibIIlt$ r uU:i 19: 5U 8175461118 RJJq GRCILJP PAGE 1 V12 3. R +ER ANY) wATER nET iL A. RCP11]ce Pagpq, 2000-1A, 2000-1B, 2000-I , and 2000-2, vuitlt 1*ages.2000-1A rev, 0512A166, 200a-IR rev. 0512006, 2000-1 c rev- 05/2006,and MG-7 r&-0512006. E gne k copy of tl�e 1slcicndum should he Intl tided in the saoled bill etsve10PE at the lima of bid submittal. Failure to acknowledge. tkjC rtceipt of this Addendum could cause the gil�jw bidder to be con-ddc-md "NONli RSPONSTVE+'° resulting in dis ualjilcxtion. IECE1.fT 11fdWLET7EN1fNT: T.5SUED Dugs Radeitiaker, P.E., Director B thy; >?cn� Johnson, P-L', GOPal tLhsj, P.E, Man er DOE Dig. Svcs,/Sir. Prat Compsn ra y LP EnST Ad&ns: PQ 126, 154-19 ity-J& 0,f Slate: j%4 Fry A; wAli� 6 I1:i��'S{20�4C I I I I Addcadunt No,3,Qnge 2 f -- Contractor icht Street Address rt p.. �~X City & State S"l 7 5 34-1 7 Telephone J �• Contac Person. { CONTRACT DOCUMENTS for t Sanitary Sewer And Water Line Replacement Contract 99LL - 'carious Locations Sewer Project Number P253-541200-606170041283 Water Project Number P258-541200-706170041283 DOE Numbers Contract 99LL Fuller Ave. 2989 Medina Ave. 2982 Waco Way 2983 Wessex Ave 2984 Wosley Dr. 2985 CITY OF FORT WORTH TARRANT COUNTY, TEXAS RJN GROUP, INC. CONSULTING ENGINEERS FORT WORTH, TEXAS APRIL 2006 I k:��J 'Jti i• ,I��a 'r,�� s CONTRACT DOCUMENTS t for y SANITARY SEWER ANDWATER LINE REPLACEMENT CONTRACT 99LL—Various Locations Sewer Project Number P253-541200-606170041283 ! Water Project Number P258-541200-706170041283 ( DOE Numbers Contract 99LL: Fuller Ave. 2989 Medina Ave. 2982 Waco Way 2983 Wessex Ave. 2984 : Wosley Dr. 2985 CITY OF FORT WORTH TARRANT COUNTY, TEXAS i APRIL 2006 hereby state that these Contract Documents were prepared under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Texas. .... ........-8241+ k q-Z7-0G DAVID L. COOPER, P.E. �. Date: Registration No. 82414 I t Sanitary Sewer And Water Line Replacement {. Contract 99LL - Various Locations Sewer Project Number P253-541200-606170041283 Water Project Number P258-541200-706170041283 t DOE Numbers Contract 99LL: Fuller Ave. 2989 Medina Ave. 2982 Waco Way 2983 Wessex Ave. 2984 Wosley Dr. 2985 CONTRACT DOCUMENTS & TECHNICAL SPECIFICATIONS TABLE OF CONTENTS 1. Notice To Bidders 2. Comprehensive Notice to Bidders 3. Special Instructions to Bidders (WTR) -Blue- 4. Fort Worth MIWBE Policy -Pink- 5. Part B - Bid Proposal: Unit 1: Water Line Replacement Unit 2: Sewer Line Replacement 6. Part C - General Conditions (WTR) -Yellow- 7. Part C1 - Supplemental Conditions to Part C -Yellow- 8. Part D — Special Conditions (WTR) -Green- 9. Part DA—Additional Special Conditions -Green- 10. Contractor's Compliance with Worker's Compensation Law G 11. Certificate of Insurance 12. Performance Bond 13. Payment Bond 14. Maintenance Bond 15. Contract 16. Sewer and Water Details 17: Project Designation Sign } 18.. Pavement Coring Information Note: WTR = Fort Worth Water Department NOTICE TO BIDDERS t 1 NOTICE TO BIDDERS Sealed proposals for the following: E FOR: SANITARY SEWER AND WATER LINE REPLACEMENT CONTRACT 99LL—Various Locations Sewer Project Number P253-541200-606170041283 Water Project Number P258-541200-706170041283 DOE NUMBERS: Contract 99LL: Fuller Ave. 2981 Medina Ave. 2982 Waco Way 2983 Wessex Ave. 2984 Wosley Dr. 2985 Addressed to Mr.Charles R.Boswell,City Manager of the City of Fort Worth,Texas,will be received at the Purchasing { Office until 1:30 p.m., Thursday May- 2006, and then publicly opened and read aloud at 2:00 P.M. in the Council r Chambers. JtAr%c 1) A pre-bid meeting will be held Tuesday, May 16, 2006 at 10:00 A.M., in the Transportation and Public Works Conference Room,Room 270,2`1 Floor, City Municipal Building, 1000 Throckmorton Street,Fort Worth,Texas. Contract Documents,including Plans and Specifications,may be obtained in the office of the Department of Engineering ' of the City of Fort Worth, 1000 Throckmorton, Fort Worth, Texas 76102, for a non-refundable fee of thirty dollars ($30.00)per set. The.major work on the above referenced project consists of the following: UNIT i 3494 LF 8"WATER LINE BY OPEN CUT(ALL DEPTHS 2017 LF 12"WATER LINE BY OPEN CUT(ALL DEPTHS) UNIT 2 4852 LF 8"SANITARY SEWER LINE BY OPEN CUT(ALL DEPTHS) 20 EA 48"DIAMETER SANITARY SEWER MANHOLES i 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 F of bid as non-responsive. For additional information concerning this project,please contact Mr.Chris McCoy,R3N Group,Inc.,at(8 17)595-2199 f ext. 19 or Mr. Gopal Sahu,F.E., Project Manager, City of Fort Worth at(817)392-7949. Advertising Dates: April 27, 2006 i May 4,2006 FORT WORTH, TEXAS 4/25/2006 NTB (1) -2- COMPREHENSIVE IVE NOTICE TO BIDDERS COMPREHENSIVE NOTICE TO BIDDERS Sealed proposals for the following: FOR: SANITARY SEWER AND WATER LINE REPLACEMENT CONTRACTS 99LL—'!Various Locations Sewer Project Number P253-541200-606170041283 Water Project Number P258-541200-706170041283 dune 1,200(- Add. Addressed to Mr_Charles R.Boswell,City Manager of tjey of Fort Worth,Texas,will be received at the Purchasing Office until 1:30 .m. Thursda d 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 75102,for a non- refundable fee of thirty dollars ($30.00) per set. These documents contain additional information for prospective bidders_ A pre-bid meeting will be held Tuesday,May 16,2005 at 10:00 A.M.,in the Transportation and Public Works Conference Room,Room 270, 2n1 Floor, City Municipal Building, 1000 Throckmorton Street, Fort Worth, i Texas. All bidders will be required to comply with Provision 5159a'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 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 referenced project consists of the following: UNIT 1 3494 LF 8"WATER LINE BY OPEN CUT(ALL DEPTHS 2017 LF 12"WATER LINE BY OPEN CUT(ALL DEPTHS) UNIT 2 4852 LF 8" SANITARY SEWER LINE BY OPEN CUT(ALL DEPTHS) 20 EA 48"DIAMETER SANITARY SEWER MANHOLES Included in the above will be all other miscellaneous items of construction as outlined in the Plans and Specifications. The City reserves the right to reject any and/or all formalities. AWARD OF CONTRACT: No bid may be withdrawn until the expiration of ninety(90)days after the opening of bids,but in no case will the award be made until all the necessary investigations are made as to the responsibility of the bidder to whom it is proposed to award the Contract. s 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 I 4/25/2005 COMPREHENSIVE NTB (I) k 4 contacting the Department of Engineering at (817) 392-7910. Bids that do not acknowledge all applicable addenda maybe rejected as non-responsive. In accordance with City of Fort Worth Ordinance No. 15530, the City of Fort Worth has goals 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 MBE/WBE 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.Chris McCoy, R.IN Group,Inc.,at(817) 595-2199 ext. 19 or Mr. Gopal Sahu,P.E.,Project Manager,City of Fort Worth at(817)392-7949 CHARLES R.BOSWELL CITY MANAGER MARTY HENDRIX CITY SECRETARY Advertising Dates: A. DOUGLAS RADEMAKER,P.E. DIRECTOR,DEPARTMENT OF ENGINEERING April 27, 2006 May 4.2006 o son,P.E. FORT WORTH,TEXAS j anager,Department of Engineering I I G i 4/25/2006 COMPREHENSIVE NTB (2) -3- SPECIAL IAL IN TRU TI f TO BIDDERS SYLCIAL INST UCTIONS TO Hnjil-WRS 1) 1'REQUALIELCAT ON REQUIRE11'TENTS: All contraetois aubrrattEng bids are required to be prequalified by the Furl Worth Water DepaomenI prior W subnuttiog buds. Tl' s prequalitication process wilI establish a bid limit basad va a teclmical evaluationund fm= isl analysis ofihe contravlor, It k the laiddei s re-�dmnrih lity In stal}rnit Ihu following documenl:EdInn: a Qurmnt ftnanda] statermnt. an acceptable experic nut mord.an acueptahlc tquipment schedule and arty other docutrlt'snts dho Deptlrtimt<nt=y deem necemnry, to[lie Difector of the Water Department At lead Seven(7) calendar days prior to tho flute of the fipeniug of bids. a) Ttt-Cvatc_ial ittatement required Ahnll have been prupo ud by an indcpundmi certified public oucvnntant ar all hidapmdent pubiic nceouniant holding a valyl perniit issued by an appropriate State licensing agu=y aur! glmll hate beca so prepared as to redact the funancial status to the submitting cnrtzpany, ' hit l statzrrtcnt must be curreid And not mare titian aIle(1)year old_ in ibe case tbat s bidding date lolls within the time a uew sintemeint is being prepared;t to previous rtaternent shall be updated by pwpor veriiicrttian, h) For an cxperiencc record to be considered to he acceptable for a glwo Project, it must re#lect the experience of the firm a king qualification in work of bath the same nature and tedmical.level as that of the project for whrch bids arc to be rmoiYed: c) The Dircctar of the Vater Dep-arfiTimt shall be the-Mc judge as to the accpptabiiity for finnancial quali ftcRd on to hid on uny Fort W m th uter Department grojec F. d) Bids rcecired in excess of the bid liuut shalt be ccmmde red non-impassive aad will be rejectcd-as such. i:) Tbo City, iu its sola-discretion, unity Fejecl any bid for failure'to den2amtzate-expcHomee aad)or expk.rdse, f) Any propos Els sathrriltted by a non-prequatlfied bidder shall be returned unopened,and if iuridvertenily oponod, shall not be enn6dumd- g) ne City will attempt to notify prospective bidders whose quniiFicaiiuils(finatwial or experience) are Iiot deemed to he apptopriatc to the rkaturr-a FuVorzna*tkidc afd2z prof ct an which bids arc to be rceeiYcd_ Failure In nanny shall nal be n vetiver of any neeeasary prequaliFmition. Z. MOD SECURITY: A cashier's chcrl�cs an acceptable hldtier'�t hued, payable la tete City of Far# Worth, in fin amwunt of not less Ilam five(5%)percenI of the largest possible total of the bid Suhinitted mml accompany the bid, and is subject to forlcituity in the aoveal Elle suucessM biddtr fails to r-xrcutr: tier C:ontrm xct DoLtu [ntg within ten(10)days after the-con"Ct has been awarded Ta he an acceptitble surety on the bid bond, the surety nnisl be authorized to do business in the atate of Texm. lri nddirion, the surety must(1) hold a=tificatc of aotberity from the Unticd States �ccreary or the tmaxury to qualify as a surety on obligations permiitted or required under tedcTml law;or(2)have obtained reinsurauc,e for any IiabiEly in excess or 100,000 fmm a reiwnrer that is authorized and a3dwitted as a reinsurer in the:9tolc afTexas and is the holder of coriificata ofPulharity Rom the,Unticd States svcrct;Iry of the tmcastuy to qualify as a surety,art obii,gaflam tae rmitted or t aired under redoml law. -Satisfactory prcrolcif any&uch rcinsuratice shall be provided I t1w City upon requesl- Thi t;k, in i sole di cretion,will determine the adequacy of ilia proof required herein 3. Obi-- NDS: A perfoiniance bond, u payment bond.and a rrra.inleitance bond cal h foranc.hundrtd (100%)peree nt aI'the contract price will br required, Reftunce C 3-3.7. 4. WAGE RXrrLLS- Section Cl 3.13 of ibe.G nernl C;onditinns k deleted and replaced with lhv Following, I 05104!173 I (a) Tine contrast-or shill comply widI a]I scquiretnents ofChapter 225 8. Texas Cirrvomnwrit gado, including thL paynwnt of not Jess aian the iatcs detenxiined by ihc.City CowieJI oFIlic City of Fart Worth to be dw prevailing wngr rates in accordance with Chapter 2758,Texaii Government Code, Suc-.1i pre YaiLing wage rales are included in these contract drocurnews., (h) The contmeter shall, for a period of three(3)years fol Inwing the dale of acczptance of the work, maintain records that chow(i)the iiam6 and occtopation of each washer employed by the conrmcMr in the constnscCion of the vyork provided for in this contrim% and(ii) the aatuut pex ditnu wages paid to R=b worker, These records shall be open ai.ail reasonable hours for inspwhon by the-City. The provisions of D-S Might to Audit pertain to this inspecfton. (c) Zlie contrator shall include in its-subcontracts and/or-sball otkerwiw require n11 of itq sltbcamractora to cotroply with parWaph-s(n)and (b)above. (d) Wi th each pa rt ial payawnt esthstc or payrol l period,whicht o r is less,an a ffidavit striting that the contrac tor has complied with Clic requirements of Chapter 2258,Texas Gblvermnmt Code. The cnntracter shall prat flit prevailing wage rates in u consTieuaus place at this site oEdit pr,5ject at all i i ries. 5. AW 16irJTY; In the cam oFambiguity or lack of cleamess in stating prices in the Propos), the City reserves Ilse right to adopt the most adviviTageow,construction thereof to The City or to reject the Prupostil_ 6. BIDDER L CENSli- Bfddrr trust lie a licensed Contractor iu the Stale of TeNafl. 7. NON R.ESSIDI[r.{+T BIDDFlIJS: Pursanni to Arliale 601g,Texas Revised Civil SfaTutm',The City of Fort Worth writ not award llris --mtraef to it nonresident bidder unkss the nuortyidcnt's bid is lower thun the lowest.had submitted by a responsible Texan resident bidder by I he Same arnount that a'toms rrsidtmi bidder would be required to wi&ibid a nonresident bidder to obtain a comparable crrntmct in the state is which the nenrartident's principal place of busmass in located_ "No=sidenl bidder" means a bidder whose principal place of business.is not bi Chis state,but excludes a contractor whose uldrnntelsarant.=Variy u majlxity.owAer has its principal place of business in this state. This pmvisinn doers.nirt apply if di"contract involves fadoral f kmig. The uppropriato blanks a the Proposal iimst be filled out by all nowesidea(bidders in order far the bbd tri meat sPecificutians_ 'ille faifura of noiueaWiit cnametarto do so %viii autamaiicaily disqual fy tlorot bidder. 8. PAYMENT. If the bid ii iouni is $25,000.00 or Jesfi, the contrazt arnDu nt shall In paid within Forty- five (45) ealcadar days aj Ccr r=urnplctrun find arc%ptnnuc by Ilsr City. cl, AgE In accordunce wiIh tlir polley('rl'rili y"1 rpt'ffic ExecLilive Brands of dic Federal Govcm=nt, Conitact{rr coven-ants I h a I theitlrer it Dior 011}'Of its officers, members, wants euiplroyees,Lsmgmrn partioipautm or subcontracbm,while mgaged in per#brnnog tliig Cbntr�Ct, sl>alJ,in cbnncamn will] the empinylnp,ni,ndvanceoiient or discharge ofernployei�s or in connoction with Jhe tertm,conditions ar privileges.of tl�-ir rm4iloynmii4&i5 dmuiste against persons beeai3sr of their age extept on dke.bases of a horia fide ocoupalionnl qua lifrc4tion,rctii-cmeni titan or statutory mquuenwnt. Coastractar further cvvertArkta tliut neitliar iL nor its officers, nmmb-crs, agents, employees, subeantractoit, progruni participants,or persons acting on their behalf,sunlit specify, in xalicLtatiana Of 06/04/03 ndve iti rements for rinp loym-s-In work on rh'Lg c01111'aet, a maximunt age lini t for such employment unless the specified maxintu n tige lituit b ba.ed upon a boon fide occupational qua U icatim ictirCmen t plan or SLztuiqry-regoiremonis. C'ontrue(or warrants it will fully complY.with the Polkw and will defend, indemnify and hold City harmless agaiml axty cla irris or allegations asserted by third prinies or sut�contm star against City arising oin of Contractor's andlor Iis-subconttuctors�allzgrd failm.r to rornply with the ab.ovc referenced f1olicy conte-ming age djaur urination in the pe_rfirnsance of this agreement. 10. DISABILITY: Ln accoidance with the provisions of the Anvoncans With biambilitins Act of 1990 ("ADA"). Contractor warrants Bleat it aad any and ail of iia subs ntravors will tim unjawfuIly discriminate on(lie basis of disability in the proviaiaa of services to the geirerai public, our in the availability,terms rt mor conditions of emplayrnant for applicantti for i--rnploymtrit with, or employees of Contractor ssr any of its riubrvntraciors. Cimtrarwr wanant5-it will fully comply with ADM; provisions aid any other applicable federal,state uod local iatvg concemuig disability And will defend. indemnify and!told City lurrmfess agnmgt any ciafi" or allegations asserted by third parties or subcontnwtors against City arising out ol-CoTitractoee 11nd/gr its suhcrjntractnrs`alleged failure to comply with the alone refumnced laws concerning disability disc rh ination in (lie paerfejumuce of this agreement. It. hf Ni ORTT'Y AND WOMEN t#il i[+l]FSS )sNTERP1t1LES: In acr:vrd with City of Fort Worth 01diniutce leo. 15530. the City of Fart Wartlr hag goals For Ow participation ofnninasrity bmincsa cntcrprimcs and women busincvs nntnrprises in City contrarN. A copy of the Drdinhoce can be obtained i'rom the Office of iha City Sf--=Wry.The b idder 8 h al I submit the MD E?IWBE L FrETZATTGN FORM, SUBCONTRACl`ORUSUPPLIER UT]!LZATION FOR -L PKLME COMI'IAt"1'OR W ATVERFOR and)or the GOOD FAITH [?lil"+< RT FORM (`with T3cacum mlation-)andhxr the JOINT VENTUl FORM as appropriate. The Documentation rau.t he r aived by the managing departrzr ni nn later than 5;00 p.m., five(5)City business days after the bid oprbmg date. '17bc bidtiershall obtain a rcti.crpt from the appropriate employee ofthe rrmnagirng department to whom delivery was made, Such rccciptshall he evidence tient the docunierrtotion was received by the City, Failure to comply shall render the laid non-responsive. Upon requast, Contractor tigrees to provide the: Crueler wi pletc and accurate information regarding actual work perfo mcd by a Minority Busitreus Enrerpnse(MBE) uud)nr wainus bosirwsa entmpefc (WBF)on.the Qontract acid payment IhereoE Contractor tunher agrees to l+omilt any audit and/or examination of any books, records or!ibis in iis:possession drat will substantiatu tfre actual work performtid by an MBB andlor WBE- The rnisrepfeaentntian of fucis(other than a negligent ruir.represeniatiort);mKVor caaramissioa of fraud by LhC Contractor will be grounds for termi.naHon of the contraci andJor int63(iug action under appropriale Ftderal,State or local iawg or ordinances relating to false slattetrte U. Furt€tcr, any sus;h misreprmsentation eFfacts (tither than o negligent rnivepresentation) and/or corrmiioion of fraud will r tMli in the Conuador being deteriluued tri Ue irreslsnnsihle and Hatred Froin pert icip i.ing ire City work fur a pcdcd-af tfim of cot less than three(3) year.. 12. FINAL PAYMENT.ACCEPTANCE AND WARRANTY.- ,I. The aonlraicfbrwilI receive full pymenI(less retainage)from the city-for each pay period. b. Payment ofilie reiainuge will be tricluded with lite Lural pnyment efler no eptasncc of tile pmject as hying cumplctu_ C. The project shall be der=d completes:and acuaptnd by the C.Ity ass of the data Ehc t'ival punch list has been completod.as trvidanccd by a wrltton statement signed lsy[tic contractor and the City, d Tbr%wnaanty period shall!regia as of tiro date that the final punch last:has been completed. 4G/WO3 C. 134is Paid AMdavitand Causem of Surety stall ba togLu rcd prior to {inaI payment bceonsing dUV and payable. r. in the event that the R illa Ilaid Affidavit and Coatseat of Surety have been delivered to the city and [het^ is a dispute regarding(i) final quantiks,tar(ii) liquidated damages, city shall make n progress psynuin[in thm unouat that city dzems due and payable. g. In the event of a&2pute regarding either irinal quan(itics or liquida led damages, 111e parties shall attempt IO resaIve the differences within 30 calendar days_ I 06104/03 I -4- FORT 4-FO T WORTH /WBE POLIO' I r' Sanitary Sewer And Water Line Replacement Contracts 99LL, Unit 9 & Unit 2 ATTACHMENT 1A D.O.E.NO.2981,2982,2983,2984,&2985 Paae I of 3 FORT WORTH City Of Fort Worth Zinority and Women Business Enterprise Specifications SPECIAL, INSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY If the total dollar Value of the conlract Is $25,000 or more,the MIWEIE goal Is applicable. If Ihte total diotlar value of the contract is less than $25,000,the MlWBE goal Is n 0 1 ap linable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority and Women Business Enterprises (M/WBE) in the procurement of all goods and services to the City on a contractual basis. All requirements and regulations stated in the City's current Minority and Women Business Enterprise Ordinance apply to this bid. M/WBE PROJECT GOALS { The City's Mf W BE goal on this project is %of the total bid (Base bid applies to Parks and Community Services). COMPLIANCE TO BID SPECIFICATIONS On City contracts of$25,000 or more, bidders are required to comply with the intent of the City's M/WBE Ordinance by either of the following: 1. Meet or exceed the above stated MIWBE goal,or r 2. Good Faith Effort documentation,or; 3. Waiver documentation,or; 4. Joint Venture. k SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department,within the following times allocated, in order for the entire bid to be considered res onsive to the s ecifications. OffrOf r9c•,fie.`r��il, ]L strsc:!irrc;ril.a4ir,n LI fFk�1 l,i „ t1; (:d1iIff rLk�ejpt, 9w,. 3 r'C rival fr�3 qi A faxed copy.will rlul tw ni�ceplod, 1. Subcontractor Utilization Form, if goal is received by 5:00 p.m., five (5) City business days after the bid met or exceeded: opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form, if participation is less than opening date, exclusive of the bid opening date. stated goal: 3. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form, if no M/WBE participation: opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form, if you will received by 5:00 p.m., five (5) City business days after the bid per-form all subcontracting/supplier work: opening date, exclusive of the bid opening date. 5. Joint Venture Form, if utilize a joint venture received by 5:00 p.m., five (5) City business days after the bid to met or exceed goal. opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S MfWBE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED #JON-RESP ON S IV TO SPECIFICATIONS Any questions, please contact the M/WBE Office at(517)392-6104. Rev.11/11/05 Sanitary Sewer And Water Line Replacement Contracts 99LL, Unit 1 & Unit 2 ATTACHMENT 1B D.O.E. NO. 2981,2982,2983,2984, &2985 Page 1 of 1 FORT WORTH City of Fort Worth 06-01-06 F p l :56 /p Subcontractors/Suppliers Utilization Form PRIME COMPANY NAME: �t— Check applicable block to describe prime C0,0 4,e r D Y1 S-F✓t�f i Dn ! x I �-- PROJECT NAME: MAV/DBEx NOTI-M/w/DBE rEQ Y-),*An V I S P 0'o y- a n d 0- + e,� L i r@. TD DATE P rrYC a r 135 LL -i ivyt l 0 LP City's UMBE Project Goal: Prime's MAVUE Project Utilization: fie,^ PROJECT NUMBER P�s3- 5y1a0D-Go/n/']ooyl ##% % IAtA l Pf pz5�- 5#1-VV 7417D6'Ib-g Identify all subcontractors/suppliers you will use on this project 1=ailurc to completo this form. in its entirety with requested documentatien, and received by the Managing Department on ur before 5.00 p.m. five (S) City business nays after hid opening. exclusive of bid opening date, will result in the laid being considered non-responsive to bld specifications. The undersigned Offeror agrees to enter into a formal agreement wi0i the MANBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the C4 of Port Worth. The Intentional and{or knowing misrepresentation of facts Is grounds for consideration of disqualification and wI11 result in the bid being cGn§ldered r on-responsive to bid specifications M/WBEs listed toward meeting the project goal must be located in the nine (9) county marketplace or currently doing business in the marketplace at the time of bid. Marketplace is the geographic area of Tarrant,Parker, Johnson, Collin,Dallas, Denton,Ellis,Kaufman and Rockwall counties. Identify tracle Tier Level. Tier is thi: level of subcontractilig below the,prinw,contractor, i.e., a-dimct paymenL front tho Prime contractor to a subcontractor is C*nsidcred t" tkr, a pat -mont by o subcontractor to its supplier is comidered 2nd ticr ALL M/WBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located or doing business at the time of bid opening within the Marketplace, that have been determined to be bonafide minority or women businesses by the North Central Texas Regional Certification Agency(NCTRCA),or the Texas Department of Transportation(TX DOT), highway division. Disadvantaged Business Enterprise (DBE) is synonymous with Minority/Women Business Enterprise(MIWBE). i If hauling servlce� sire WiLized, the prime will begivpn credit as long as the 11�IMBE listed owns and opexates at least one, fully licensee anal operafionaf truck to be used on the stun raa. The. N BE may lease trucks frarn another 1WB1i firm, inc Iudrng M RT s�v4'ner-t�p�rainrs, tied YcC�ive Full MIWl F tredi1. The MIWLRI? may lease truckq from nun-M/ BEs, including owner-u erators, but will only receive credit for (lie fees and conlniL-Niion5 eamed by the MAVBR,as Lskaltllod in Ilie 10a Se aTegTnun1, Rev.5130103 Sanitary Sewer And Water Line Replacement Contracts 99LL, Unit 1 & Unit 2 ATTACHMENT 113 FORT'WORTH. NO. 2981,2982,2983,2984, &2985 fl 6-� 6 Page 2 of 2 � � I . Primes are required to identify ALL subcontractors/suppliers,regardless of status;i.e.,Minority,Women and non-MlWBEs. Please list M/WBE firms first,use additional sheets if necessary. 4 Certification N SUBCONTRACTORISUPPLIER T (check one) " Company Name ; N T Detail Detail Address e W C X M Subcontracting Work Supplies Purchased Dollar Amount Telephone/Fax r B B T D VV E E R O 5 C T E A �- ROBERT GRANADOS TRUCKING (,tom 1 4608 Sandage Fort Worth,Texas 76115 +� S(A f P)u g (817)875-2400 j COWTOWN RED/-MIX I f PO Box 162327 Fort Worth,Texas 76161 v(817)759-1919 f(817)759-1716 'Sodcl+ ►- CENTEX SEEDING,Inc. It DDD 0 0 PO Box 2077 Keller,Texas 76116 (817)306-8510 fax(817)306-8901 �V l Magnum Manhole Company ncJl(1O G4 �UYA SOD. 314 S.Kirby Street SO f II'' Y"7 Gariand,Texas v(214)687-2293 fax(972)231-3934 Wa4e f NATIONAL WATERWORKS `��� a PO Box 840700 1 1 Dallas,Texas 75284 (800)252-1557 REYNOLDS ASPHALT,& CONSTRUCTION COMPANY PO Box 370 Euless,Texas 76039 � ,!� ,1r��;;, r,, �u ,,jr (817)267-3131 V i t U iJ:J v V( 301 3 ha Sanitary Sewer And Water Line Replacement Contracts 99LL, Unit 1 & Unit 2 ATTACHMENT IB 40. 2981,2982,2983,2984, &2985 Page 4 of 4 FORT WORTH 06- 0 i -GL "01 : 56 IN Total Dollar Amount of M/WBE Subcontractors/Suppliers7OO DO Total Dollar Amount of Non-M/WBE Subcontractors/Su p D ppliers � ���` f�� . r TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORSISUPPLIERS $ � 4�a� goo, 0 a The, Contractor will not rnalce additiehs, deietions, or-substitutions fo Ihis certified [ist without die prior approval of the Minority amd Wwnun Bus inr s Entcrprisc Office Manager or.dtisigrice through the subrnitkal of'a Requen fin-AppreAvd p i'hasigp4 lditinm Any utljustifted change pr del elion.dll 11I be a ma ls,-rial breach of contract grid may result to debarment in accord With the prt)wdurus outlined in the ordinance. 'Elie. contrector shall submit a detailed explanation of ho�v the reyue:qled change/ad,didon or del awn will a[FOUt Ihe'<A1 t-rilRUKl M1WBE goal, if the detail ey, anatiorids not submitted, it wdI affeal.the £in,'ll comp Iinn cc determination By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MAV/DBE(s) arrangements submitted with the bid. The Offeror also agrees to allow an audit and/or examination of any books,records and files held by their company. The bidder agrees to allow the transmission of interviews with owners,principals, officers,employees and applicable subcontractors/suppliers/contractors participating on the contract that will substantiate the actual work performed by the M/W/DBE(s) on this contract,by an authorized officer or employee of the City. Any intentional and/or t 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 Federal, State 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 participating in City work for a period of time not less than one(1)year. £llor' d 9fignature Printed Signat re Title Contact Name/Title(if different) L- i l ✓\ 1 ,0' `:EK1 L1 (SI��'� YL) �017(617)5314y -1 55LJ 1 (0 i 1 V �a Company Name Telephone and/or Fax t 'Rxx 15q g Address F. 1 Address City/3tatelZip bate tRev.5130103 Sanitary Sewer And Water Line Replacement Contracts 99LL, Unit 1 & Unit 2 Attachment 1 D D.O.E. NO. 2981,2952,2983,2984, &2955 Page 1 of 3 FORT WORTH City of Fort Worth [good Faith Effort Form Po :s6 /N PRI E COMPANY NAME: Check applicable block to describe prime MIW/DBE NON-M/W/DBE PROJECT NAME:541 yl;A�a SeW e Y %,4 ot+ f— e3)6LC.171QiYt-i-- . BID DATE City's M1WBE Project Goal: PROJECT NUMBER ##% �cu1� —}0953-s111-200-dOCv17001.1/a83 Lk-bt A-e f5 _-S 1 0--- 0aol70 e,q/,a e3 If you have failed to secure PAPNBE= lrsrilcipail on and you have subcontract inrg andlor 5up9lior opp a rtu nj Ii u r or If your 03E particlpafion is less than the Clty's project goal, you musk corripietc chis farm. If the bidder's method of compliance with the MIWBE goal is based upon demonstration of a "good faith effort", the bidder will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 6 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation the facts or intentional discrimination by the bidder. ` Failure to complete this form, In its entirety with supporting documentation, and received by the Managing Department ort or before 5=00 p-tn, fiver (5) City businoSS days aftar bid opening, exCIuslvo of b opening data, will result in the bid being considered non-responsive to Irid specifications. f 1.) Please list each and every subcontracting and/or supplier opportunity) for the completion of this project, regardless of whether it is to be provided by a IVIMBE or non-MMBE. {DO NOT LIST NAMES OF F� On Combined Projects, list each subcontracting and or supplier opportunity through the 2" tier. (Use additional sheets, if necessary) List of Subcontracting Opportunities List of Supplier Opportunities —rrAi✓V- 0-6ncylle Y�eAi mix Jeep�n SPLW ) k G Rev.05/30/03 Sanitary Sewer And Water Line Replacement Contracts 99LL, Unit 1 & Unit 2 Attachment 1 D D.O.E. NO. 2981,2982,2983,2984, &2985 Page 2 of 3 2.) Obtain a current(not more than three(3) months old from the bid_ open date) list of MIWBE subcontractors and/or suppliers from the City's MIWBE Office. Yes Date of Listing 051 �� 1 No 3.) Did you solicit bids from MIWBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail,exclusive of the day the bids are opened? V Yes (if yes,attach M/WBE mail listing to include name of firm and address and a dated copy of letter mailed.) No 4.) Did you solicit bids from MIWBE firms,within the subcontracting and/or supplier areas previously listed,at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? _ Yes (if yes,attach list to include name of M/WBE firm, ep rson contacted,phone number and date and time of contact.) No N CTS: A facsirnile may be used to comply with either 3 or 4, Out may not he used for both. If a facsimile is used, attach the fax confirmatton, which is to provide MT BE name, date, tinge, fax number and documentation faxed. I NOTE If the list of MIWBEs for a parlicutar subcvntractinglsupplier oppoi#unity is ten (10) or less, the bidder must contact the entire list to be in compliance with guesticna 3 arO 4. If the list of MIWB1=s for a particular subcontractinghiupplier opportunity Is tan (10) or more, the bidder must contact at least two- (213) of the Ifst within such area of opportunity. but net less than ter/ to be in compliance with questions 3 and 4- 5.) Did you provide plans and specifications to potential M/WBEs or information regarding the location of P and specifications in order to assist the MIWBEs? ,/ Yes No B.) Submit documentation if MIWBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the MIWBE was rejected and any supporting documentation the bidder wishes to be considered by the City. In the event of a bona fide i dispute concerning quotes,the bidder will provide for confidential in-camera access to and inspection of any relevant documentation by City personnel. Please use additional sheets,if necessa ,and attach. Com an Name i ele hone Contact Person Scope of Work Reason for Rejection G i Rev.05/30103 Sanitary Sewer And Water Line Replacement Contracts 99LL, Unit 1 &Unit 2 Attachment 1D D.O.E. NO. 2981,2982,2983,2984,&2985 Page 3 of 3 ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain MMBE participation on this project. t s The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. # The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and creates a material breach of t contract may result in a determination of an irresponsible offeror and barred from r participating in City work for a period of time not less than one (1) year. The undersigned certifies that the information provided and the ill IWBE(s) listed was/were contacted in good faith. It is understood that any MNVBE(s) listed in Attachment 1 C will be contacted and the reasons for not using them will be verified by the City's 1�1�E ®ff` Coy-)Ck±Cp �— ,,�hodzed Signature Printed Sign Lure i J Title Contact Name and Title(if different) �ILP 0)`]r53y-17q3 Company Name Phone Number Fax Number 1I e r f I?'c�na ,rr Address debil Ad ress® 106 City/State/Zip Date I I Rev.05/30/03 -5- PART 8 - PID PROPOSAL r l PART B-PROPOSAL F (This proposal must not be removed from this book of Contract Documents.) TO: Charles Boswell ` City Manager Fort Worth,Texas PROPOSAL FOR: The furnishing of all materials, except materials specified to be furnished by the City, equipment and labor for the installation of various sanitary sewer improvements, including replacement and construction of sanitary sewer, manhole and sewer rehabilitation and all necessary appurtenances and incidental work to provide a complete and serviceable project designated as: SANITARY SEWER AND WATER LINE REPLACEMENT CONTRACT 99LL— VARIOUS LOCATIONS ' Sewer Project Number P253-541200-606170041283 Water Project Number P258-541200-706170041283 D.O.E. NO'S. 2878, 2879, 2880, 2881, 2882 & 2883 The major work on this project shall consist of.- UNIT f:UNIT I 3494 LF 8" WATER LINE BY OPEN CUT (ALL DEPTHS 2017 LF 12"WATER LIME BY OPEN CUT (ALL DEPTHS) UNIT 2 4852 LF 8" SANITARY SEWER LINE BY OPEN CUT (ALL DEPTHS) 20 EA 48" DIAMETER SANITARY SEINER MANHOLES and all necessary appurtenances and incidental work to provide a complete and serviceable project. Pursuant to the foregoing "Notice to Bidders," the undersigned Bidder, having thoroughly examined the Contract Documents, including plans, special contract documents, and the General Contract Documents and General Specifications for Water Department Projects, the site of the project and understanding the amount of work to be done, and the prevailing conditions, hereby proposes to do all the work, furnish all labor, equipment and material except as specified to be furnished by the City, which is necessary to fully complete the work as provided in the Plans and Contract Documents and subject to the inspection and approval of the Director of the Department of Engineering the City of Fort Worth, Texas; and binds himself upon acceptance of this Proposal to execute a contract and furnish an approved Performance Bond, Payment Bond, Maintenance Bond, and such other bonds, if any, as may be required by the s Contract Documents for the performing and completing of the said work. Contractor proposes to do the work within the time stated and for the following sures: I Part B Rx Gaa/Tlme MR'S-26-200 (FRI ) M30 8175461118 P 004 $5f 25/2BB5 3 9: 53 x'175451,11$ RJN 51 OUP PAGE D4112 PART 13—PROMSAL A7['k:R L IKIM 1A Mli ROVFMF,NT8 (T11is pmposal must not r6rrvved franl thea bDQS ttF Contract I o uottlt � . TO, Charles BOs,vgll city i aTiager 170+.1 Worth, 'Pater PROPOSAL FOR, Thcc furnishing arall rnaLerials, exce$A rnaterWs.speeir'ed to be rNAm1511e l by the Clty, ctluipmenk and Inbor for the ln�tallatioil of various Jmitary scwat improvoments, including raptaapax�eail and construction of saaitasy sewer, rntknitiolo uud Sower rnh>}I�ilit�iinv 11nd kill nc1r-XS ftFy appurtcrtnll�em and ineidonU.l work to provide�'t completo anti sorviceable projcat doSignutcd As, ANITAY SEVVER AND WATER LINE REP AGEMENT CONTRACT 99 LL —VAR 10U LOCATIONS Sewer Project Number P253-541200-506170041283 D-0,E, NO'S, 2978. 2879, 2280.7881, 2882 & 2883 The mdar work ort this project Ghali 0011600P 6486 LF 0" WATER LINE BY OPEN OUT (ALL DEPTHS 2074 LF 12" WATER LINE 13Y OPEN OUT (ALL DEPTHS) ,and all necessary app>3tterianccs Intl inr:idental work to provldo a compk�to and smicczblo VFO.'& Purwanr to the Nregning "Natio; to bidders,,, t is ondersignsd Biddar, having thizwnughly exsminud tho ontmo Domirnmits. i60111Ing plait$, 11G16ela[ contract di z,)InE�nts, artci the Gonorol Conitoct Documents and Qaneral 5ped fical ons rpr Wator Department Projcnts, Lhe si#'21 of the prajcct and ktnclerrtand'ng the oimo+mt of work to be done, nand th* preva111rig conditions. hz traby propwoe to do 1aII the work, ftIrakh 411 lnc or. cgkliprn#nl #nd matwrl P1 ex Ot as Npecl6ed to ba! Rimishad by the City, which ix ncaa5.ssry to fully cprtMplcte the work as ptovided in the Plans And ¢titract DocurnenEs and Subject Ii� the lnspealion nod approval of the Dimda r oV The Dapnytinenti' of Etigin¢aripig the Oily of rtirt Woktlt, Tors; and binds lylmself upon ncccptence of tlup ProPnssi to exccut$ a oontmt grid kltr>idi rn approved Pcrforww* Bondi ftykMant Bond, TvIFftRonwo Band, and sash other bands, if any, 03 tnay ho eequired by tl,e Cam ract aulvie nl5 Cor 1k1 performlug and con,pletl»g.oftha said waxlt, i?n{E tflr Vxopases to cis L111e wow within thn Iirrle st+ilcxl acid far the Vlewing sues. Pgjeo U 1-1ki G T Rx Date/Tim? F MAY-26-2006(FRI) 08: 30 8175461118 P. 005 k 05/25/2086 19:58 8175461118 RJN GROUP PAGE 05/12 I S ,'I.I .`6: :�'+ lA OUNT ALIU 11pEsCMJOP TEM l llANTITY NIT IBID PRIGS WR�1TEfV_7CN WORDS- •. PRZGIr l3ID all appurtenant work, the following items:) (f=urnish and Install complete in place, indudrng pp 101 72 L.F. `Furnish and Install 6" PVC (C900,CL 200) i Water Line ti r- Dollars and i 3 F �o A16Centy per LY. a I i 102 6486 L.P. *:burnish and Install 8"PVC (C900, CL 200) ! Water Line Doll©r5 and �Lo Cents per L.F. $ ,� $a07 SSa.00 + 103 2074 L.11- *Furnish and install 12"PVC(0900, CL 200) Water Line 1 �p►' - �W Dollars and �p Cents per L.F. I 7 104 8 TACH. Furnish and Install 6" MJ Gate Valve,Box and d Lid SpY1Y] 4L&r DLr t0a Dollars and db /D Cents per EACH $ �� ,� $��(�(} 105 17 EACH Furnish and Install 8+' MJ Gate Valve,Box and i Lid tfiirmllars anThu dred !' d AD Cents per EACH $ - J✓U y Y SU 4y—) Contraclor must wrnpleta the City Approved Product form, NBC V 1-2a r f I i Rx Date/Time M-M-26-2006(FR0 08: 30 8175461118 P, 006 05/25/2006 19: 58 6175461118 RJN GRDUP PAGE 06/12 . . .If ?,t.. � ;AMOlNi E><}ESCIiIPTIUN OF ATE W>G16� t PAIL :APPLUA?�MTY MATF PRICEBID ITEM `• 'UNIT 1ID PRICES WRITTEN iN wo (Furnish and Install complete In place, including all appurtenant work,the following Iter sO C 106 10 EACH rtirnish and Tnstall 12"M.1 Gate Valve,Box and Lid 5 Hlr Dollars and �o Cents per EACH 1500 .6-0 $ 46.0. 107 7 TON Furnish and install Ductile Jron Fittings l .._ .Dollars and _+ G� Cents per 'CON 7 �Q 1 108 2 EACH Connect to Existing 4" Water Line(Including Solid Sleeve) TI ye- Nu�ldl^�Gr_ _Dollars and ' 60 Cents per EACH 109 3 EACH Connect to Existing G" Water Line(bicluding Solid Sleeve) I . 1 k H u nd r--e- Dollars and p ' Cents per EACH � a 110 7 1~:ACH Connect to Existing 8" Water Line(Including Solid Sleeve) t Se-Y6Dollars and v Cents per.EAC)-1 r 'Contractor must complete the City Approved ProdurA form. pngc 171.3a f i i i i q Rx Date/Time MA's-26-2006(FRI ) 08; 30 8175461118 P. 007 y 05/25/2006 19:58 8175461118 R,IN GROUP PAGE 67/12 • .. .'.....,�.'..;r...� . f.,.. , . :......... ......_..._.,. UNIT,, ...._ ..._....... .....,.......... �......._.. !AMOUNT -,1CRIPTION 0 ITEMS WITH ° IT1�M ,APP APlTITY 'UNIT IRIO PRICES WRITTEN IN WORD 5 PRICE f3ID � (Furnish and Install complete In place, including all appurtenant work,the following items:) l 11 4 EACH. Connect to existing 12" Water Line(Including Solid Sleeve) collars and I m Cents per BACH $ � $ co 4 r 112 2 EACH Connect to Existing )6" Water Linc(lncludin.g Tapping Valve and Sleeve) h rj& r- _Pollars and r �O Cents per FACH $ --low . $ 1 113 112 BACH. 1" Water Service Tap to Main 1 . Ir o fr/i-�.r�c�r:°oP -�•�'�_ uollArs�d ? Cents per E:ACI1 $ p25d . $ P 114 100 L.P. 3/4" Copper Service Line i I w— e>n�y �'I'�Q f Dollars and Cents per L.F. $ $ 115 68 EACH I" Water Service,Main to Meter(Short) I /h t-ee Dollars and U Cents per l ACH $ Contreutor must complete the City Approved Product farm. LI Page U I-4at u .•vJ• �'ul LUu Rx Date/Time MAY-26-2006(FRI) 08: 30 8175461 ] 18 P. 008 05/25/2605 `13:58 8175461118 RJN GROUP PAGE 68/12 add AMoifHT ..... je UNIAtpPriq)CIMATE L ZESCRIP'T`ION Of ITEMS YUTTH i PRICBIT] ITEM ' UANTITY IT Bx1d PitICEs WRITTEN IN WORDS i (Furnish and Install complete in place, including all appurtenant work, the following items:) E 116 44 EACH I"Water Service,Main to Meter(Long) a Dollars and t� [ Cents per EACI 1 $ f`�,m $ w, R i 117 50 E,AC14 Furnish and Install Class A Melo T3ax i i Dollars and JAD Cents per rACII $ 1 � 1 118 62 EACH Furnish and Install Class C Meter Box goltarsand Cents per EACH $ /60 F: E E € ' 119 62 EACH l"Capper Multiple Service Branch (Bullhead Connection) l Dalhws and i /✓r� _Cent,s per EACH t 120 S EACH Relocate Existing Service Meter and Box I 1 � Dollars anJ C30 � /(!o Centsper C;ACiI $ �Q7' $ �(, + Gontractor must complete the City Approved Product form. Page 1-1I-5a 1 Rx 0at..e/'time MAY-26•-2006(FRI ) 08: 30 8175461118 P. 009 1 ; 65/25/2006 i9: 50• 8175461118 RJN GROUP PAGE 09/12 i 9M. a ... i • PAIfIAPPROxIMA,TI= DESCRIPTION OF ITEMS WITH UNIT AMOUNT IT UANYx " I U1NIT !BID PRI CES WRITTEN,IN WO DS PRICEs BID x (Furnish and Install complete in place, including all appurtenant work,the following items:) i 1 121 7 EACH Remove and Salvage Existing Fire Hydrant r-6ur Dollars and �Ccnts per EACH $ `mow "?gdQ. I s 122 8 EACH Standard Firc)( ydra.rtt, 3'6"Bury Depth i c Dollars and /kA ZaOAQ r i 3 123 R EACH Fire Hydrant Barrel Extension I , Oe -e- Dollars and Cao ents per 8AC11 I • i 124 195 L.F. Additional Depth of Water Main (over 4'), 8" I 4 1 E l K- Dollars and 1176.I Cents per L.F. $ $ /176'. a i N O i i 125 425 L.F. Additional Depth of Water Main (over 4'), 12" ja n Dollats and ��775s0 Cents per $n1 i I Contractor must complete the City Approved Product form. Page U I.6n l Nx Dat-e/Time MAY-26-2006(F121) 08: 30 8175661118 13. 610 I i. 05/25/2606 19:58 81751{61118 RJN GROUP PAGE 10/12 � I I I �I• �I , 9y Ir u .. _ ... roar � a D�SCRxofioN OF ZTENIS WITH .. ... .. ... ..... 1 f 1�AY #APPROXxINATE I PRICE Xp 5 ITEM UANT1iT1� UNIT +elp PRICES WRx1IEl INlNORAS F (Furnish and Install complete in place, including all appurtenant work, the following items:) } 5 126 8518 L.1'• Trench Safcty for Water Line Jnetallation r I AltoDollars anti J ' r Cents per I...F. $ •fU ¢ $ ' gQ 127 8518 L.P. Temporary Asphalt:Pavement Repair(2" Jjotmix on 6" FlexBasc) Dollam and Cents per L,I1- $ /' $Z66-2- 128 I 128 1 L.S. Furnish and Install 2"Temporary Water Service Dollars and f cents,per L.S. $ /Shc�. � � /-'�, 00 t i 129 420 L.H. Install Block Sod as directed by Ellgineer Dollars and Cents per L.F. 3 r i - i I € 'Contractor must complete the City Approved Product form. i Page Ll 1-7h l 1 � Rx Date/f;mQ MR'S-25-2006(FRI ) 08: 30 81 754611 18 P. R'i 1 05/25/2005 19:58 81754611.18 RJN GROUP RAGE 11/12 4 mouiiI ��:,, ,..a. .�� -•-• ., ..: '! ` PAY ;Aii A6iIMAT: . I�MS}NIT = PRICE DID ,BIU pRXCESWRITTE.INR- S TTM UAVPITY UNIT a (Furnish and Install comp Eete In place, including all appurtenant work, the following items:) 1 4 + 7 r Total Amount Bid Unit 1 - Water 5 { elli e d Serv (Forwa.rd'Total to Page B-Summary) I �A BIDDER MUST COMPLETE � �lQ�}���s(in Writing) DOCUMENTS ON,PAGES 1 U1-9 and B-Summary a 7 it is understood and agreed by the undersigned that the Owner reserves the unrestricted privilege to reject any or all the forgoing unit prices in this paragraph which it may consider excessive or unreasonable,or to E accept any or all of them as unit prices applicable in the event additions to or deduction from the wont to be i performed on this project are ordered by the Owner. Rejectin at any tirne of such unit prices for construction changes shall not otherwise affect the balance of the Bid or Construction Contract•The selection oI'the 1 lowest responsive l,)id shall be based on the total amount bid. i a f F I 1 ' � I F i l Contractor rnUSt complete the CRY Approved Prndur-1 form. l�ri e U 1,8H i ' f f Rx Oa*e/Time MR'S-26-2006(FRI) 08; 30 8175461118 P. 012 05/25/2006 19:58 5175461118 RJN GROUP PAGE 12!12 4 s 2 t E CITY APPROVED PRODUCT � s F k CON RACTOR SHALL SELECT TYPE OF PIPC.TO BY,USED: SPEC.NO. STAN 1tlD SP1F+:C• 4" thrts 30" 1�,1-31 E{-25 af'thru 15" ? l!.]-27 4"thro 15" { 1+S-2R 18"thru 27" 1 g"t>>ru 48" El 00-2 1 d Constilt the"City of port Worth,Texns Standard Product List" . d ; Etori- - Failure to provide the inforntatio�n reel uired above may result in rejection of bidas responsive. 7 °r use in this Project. Any substitution sball s s Only products listed bbd a illPonbe pensive result in rejection of. I e 3 { C i i I I } Page U1 9 c F PART B—PROPOSAL SANITARY SEWER IMPROVEMENTS t (This proposal must not be removed from this book of Contract Documents.) i TO: Charles Boswell City Manager Fort Worth,Texas PROPOSAL FOR: The furnishing of all materials, except materials specified to be furnished by the City, equipment and labor for the installation of various sanitary sewer improvements, including I replacement and construction of sanitary sewer, manhole and sewer rehabilitation and all necessary appurtenances and incidental work to provide a complete and serviceable project designated as: f SANITARY SEWER AND WATER LINE REPLACEMENT CONTRACT 99LL —VARIOUS LOCATIONS I Water Project Number P258-541200-706170041283 r D.O.E.NO'S. 2878, 2879, 2880, 2881, 2882 &2883 The major work on this project shall consist of ` UNIT 2 4852 LE 8" SANITARY SEWER LINE BY OPEN CUA' (ALL DEPTHS) 20 EA 48" DIAMETER SANITARY SEWER MANHOLES 4 and all necessary appurtenances and incidental work to provide a complete and serviceable project. Pursuant to the foregoing"Notice to Bidders," the undersigned Bidder, having thoroughly examined the Contract Documents, including plans, special contract documents, and the General Contract Documents and General Specifications for Water Department Projects, the site of the project and understanding the i amount of work to be done, and the prevailing conditions,hereby proposes to do all the work, furnish all labor, equipment and material except as specified to be furnished by the City, which is necessary to fully complete the work as provided in the Plans and Contract Documents and subject to the inspection and approval of the Director of the Department of Engineering the City of Fort Worth, Texas; and binds himself upon acceptance of this Proposal to execute a contract and furnish an approved Performance j Bond, Payment Bond, Maintenance Bond, and such other bonds, if any, as may be required by the Contract Documents for the performing and completing of the said work_ Contractor proposes to do the work within the time stated and for the following sums: I f Page U2-1 SANITARY SEINER AND WATER LINE REPLACEMENT CONTRACTS 99 LL t RE=FERENCE NO. —19775 " SEWER PROJECT NUMBER P 58-531 00-07'0580175060 (Unit 2 - SEWER � PAY APPROXIMATEi �DES� CRIPTIONOFITEMSWITH UNI'C 5AMOUNT ITEM QUANTITY UNIT IBID PRICES WRITTEN IN WORDS PRICE BID (Furnish and Install complete in place, including all appurtenant work, the following items:) 201 60 LF *Furnish and Install 6" PVC Sanitary Sewer Pipe(SDR 35) (0'-6'Deep) t Dollars and 0 Cents per LF 3� (� I 202 25 LF *Furnish and Install 6" PVC Sanitary Sewer Pipe (SDR 35) (6'-10'Deep) 1 X Dollars and h f Cents per LFCf? $ E 203 2326 LF *Furnish and Install 8" PVC Sanitary Sewer ' Pipe(SDR 35) (0'-6' Deep) r Dili �� fib Dollars and ,A,10 Cents per LF $ c3o? •Q4 $ t t 204 2025 LF *Furnish and Install 8" PVC Sanitary Sewer Pipe (SDR 35) (6'-10' Deep) Dollars and l �o Cents per LF $ `j 9.Q° $76 950 � i I 205 50 LF *Furnish and Install 8" PVC Pressure Pipe (SDR 26) (0'-6' Deep) Dollars and i AID Cents per LF �� dd $ 70v, Q x Contractor must complete the City Approved Product form. Page U2-2 SANITARY SEWER AND WATER LINE � REPLACE MENT CONT PACTS 99 LL REFERENCE NO. -19775 1 SEWER PROJECT NUMBER P 58-531200-070580175060 Unit 2 - SEWER UNIT ITEM PAY 2tU1ANON OF ITEMS WITH UNIT ITITY E UNIT IB D PRIIDESCRICES WRITTE IN WORDS PRICE AMS DNT (Furnish and Install complete in place, including all appurtenant work, the following items:) 206 357 LF *Furnish and Install 8" PVC Pressure Pipe i (SDR 26)(6-10' Deep) Dollars and Cents per LF 207 35 LF *Furnish and Install 10" PVC Sanitary Sewer Pipe (SDR 35) (6'-10'Deep) Dollars and f i Alt, Cents per LF 208 2495 LF *Furnish and Install 4" PVC Sanitary Sewer Service Line in Public ROW f ere n Dollars and Cents per LFAZL 7 7 D� i 209 50 LF *Furnish and Install 4" PVC (Schedule 40) Sanitary Sewer Service Line on Private Property Dollars and ` Db Oa Cents per LF i 210 98 EACH 4" Sanitary Sewer Service Connection `�rf-e � �p a0 Dollars and Cents per EACH $ $a9 *Contractor must complete the City Approved Product form. Page U2-3 I SANITARY SEWER AND WATER EINE REPLACEMENT CONTRACTS 99LL REFERENCE NO. C-19775 SIEWIER PROJECT NUMBER P SS-531200-070550175060 Unit 2 - SEWER .�..,.P - PAY (APPROXIMATE ;DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM ANT UNIT !BID PRICES WRITTEN IN WORDS PRICE BID r (Furnish and Install complete in place, including all appurtenant work, the following items:) I 211 98 EACH Furnish and Install Two Way Cleanout at I Property Line tol e Dollars and 0 Cents per EACH $ 212 24 EACH Furnish and Install Standard 48" Diameter Sanitary Sewer Manhole, 0'-6'Deep !" t f�,e� �v_r r,� Dollars and Cents per EACH $ `SQp, .d(�, 00 f213 14 VF Furnish and Install Standard 48" Diameter Sanitary Sewer Manhole, Extra Depth(Over 6') Dollars and E, �a Cents per VF $ /Sy,� $ /p0, L } 214 2 EACH Furnish and Install 48" Diameter Drop Manhole, 0'-6' Deep ��G Itis�./1 �,t��a/r•eC Dollars and QO p0 Cents per EACH $ z �d $ (�Q f 215 8 VF Furnish and Install 48" Diameter Drop Manhole, Extra Depth(Over 6') atrdred i Dollars and ^ T /v Cents per VF $ f�4 f I W Contractor must complete the City Approved Product form. Page U2-4 C SANITARY SEWER AND WATER LINE REPLACEMENT CONTRACTS 99LL ' REFERENCE NO. C-19775 SEINER PROTECT NUMBER P558-531200-070580175060 Unit 2 - SEINER PAY JAPPROXIMATE DESCRIPTION OF ITEMS WITH UNIT I AMOUNT ITEM UANTITY UNIT BID PRICES WRITTEN IN WORDS PRICE RID i (Furnish and Install complete in place, including all appurtenant work, the following items:) 216 20 VF Apply Protective Coating for Corrosion j Protection CJ�� 1�1 ur}�rYeytTC!-�;Y� Dollars and 4 � Cents per VF60 -- 17 5, C- � J��Uy i 217 27 EACH Furnish and Install watertight Gasketed Manhole Insert i �L u Dollars and ` ^16 Cents per EACH $ �Q $ I 218 26 EACH Perform Vacuum Test for New Sanitary Sewer Manhole 13�Yf3')�4Yt✓ Dollars and ,A10 Cents per EACH $ 7 j.'�o $ l gSQ 09 219 26 EACH Construct Concrete Collar r ree I-1tL_&6jr_e - DoIIars and r �A ao da Cents per EACH s L-J o s 20 I 220 3 EACH Remove Existing Manhole Dollars and Cents per EACH dd Contractor must complete the City Approved Product form. Page U2-5 SANITARY SEWER AND WATER LINE REPLACEMENT CONTRACTS 99Lx. REFERENCE NO. C-19775 SEWER PRO]ECT NUMBER PS58-531200-070580175060 � Unit 2 - SEWER PAY APPROXIMATE ;DESCRIPTION OF ITEMS WITH UNIT A�Obupwii ITEM f QUANTITY UNIT BID PRICES WRITTEN IN WORDS PRICE (Furnish and Install complete in place, including all appurtenant work, the following items:) 221 309 LF Install Cement Stabilized Backfill 1�. A�.ove_ 41`1 } pipe p • } Dollars and Cents per LF DO o f 222 6225 LF Temporary Asphalt Pavement Repair(2" Hotmix on 6" F1exBase) Dollars and 60 f /�D Cents per LF 223 55 LF Perform Concrete Pavement Repair per Figure 2000-2 xt t t Dollars and �n Cents per LF $ (0 $ 3340. E k 224 4878 LF Perform Post Rehabilitation Television E Inspection -moo Dollars and Cents per LF $ a $ ,5 225 4878 LF Furnish and Install Trench Safety Systems (for Trenches Over 5' Deep) Dollars and Cents per LF $ 0a $ 4i7f. f 3 Contractor must complete the City Approved Product form. Page U2-6 Itx BaLe/'rime li.lY 18-Zllu43'Piluj IX_48 i'. 11ll:o 07/28/2005 12:51 KNX 01] oFi SANITARY SEVVER.AND WATER LINE' REP�ACl4fieENT CONTRACTS.99LL RLI, RRNCE 1110.G-19776 SEWER i'RWEGfl." F��56��53�I�b'0 70��0475UItG 41L IT = EWt Pay Approxlfnilte Doscripttgh of sterns with Unil Amnunt Item QuantityUnit Bld Prices Written In Words Price Old (Furnish and InMall cornpfeta In plaoe. Including ell appurtarisill work. the roFlowiflg ilems:) Install Concrete Encesemeni os 228 6 EA directed by Engineer Dollafs and _ a Bents par EA $ ,4' $ Install Block Sod as directed by 227 100 �F Engineer DO=and Carlo per EF 5 . 4 $ .49 Total Amount Bid Unit 2 u Sewer Favwafd Total 10 Dago B-Summafy o+�r�J 1 r' ` �u u/f d 81130F�R MUST COMPLETE (In vvfit q) DOCUMEN,rs oN PAGFs UI.$and EI-SUMMARY It Is ur~der;5tood and agri�ad by the underslgned that the owner rewves the unreMT1cted prIviiege to rejeci any of all IN forgoing unit prices in thls paragraph which It may oonslder excess Iva or unreasonable, or to accept arty or all of Ihem as unit prices applicable in the event addilions to or dedodlori from tho work lu be parfwmad on this project afe ordered by [be Owner. Rejecl tri at any Isms of auch unit prices for consWc ion Changes tshall not olherwise affect the balanru o the Bid or Conalructlon Corwart. The goleaon of the lowest reaponslve bld shill be based On thk 10t2l aMOUnt bid, `Caniramar Rust camplela the CNy+Approved PradLtd Form. Page U2-7ia SANITARY SEWER ANIS WATER LINE REPLACEMENT CONTRACTS 99LL REFERENCE NO. -19775 WATER PROJECT NUMBER PW53-531200-060530175800 SEINER PROJECT NUMBER PS58-531200-070580175060 BID SUMMARY r ;Total Amount Bid Unit 1 - WATER LINE IMPROVEMENTS UNIT 1 SUBTOTAL $ STa /03• �� -Total Amount Bid Unit 2 - SANITARY SEWER IMPROVEMENTS UNIT 2 SUBTOTAL $ /(�,(p 96 ,100 TOTAL AMOUNT BID 799. �d i t B-SUMMARY CITY APPROVED PRODUCT * CONTRACTOR SHALL SELECT TYPE OF PIPE TO BE USED: STAND PEC. SPEC. NO. E1 31 4"thru 30" E1-25 4"thru 15" E1-27 4" thru 15" E1-28 18"thru 27" E100-2 18"thru 48" Consult the"City of Fort Worth,Texas Standard Product List". 6 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. f I Page U2-8 1 PART B-PROPOSAL j 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 this contract. The attached bid ' security in the amount of 5%is to become the property of the City of Fort Worth,Texas,in the event the contract and bond or bonds are not executed and delivered within the time above set forth,as liquidated damages for the delay and additional work caused thereby. The undersigned bidder certified that he has been furnished at least one set of the General Contract Documents and General Specifications for Water Department Projects dated January 1, 1978,and that he has read and thoroughly understands all the requirements and conditions of those General Documents and the Specific Contract Documents and appurtenant plans. The undersigned assures that its employees and applicants for employment and those of any labor organization,subcontractors,or employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278 as amended by City Ordinance No.7400. (Complete A or B below,as applicable:) A. The principal place of business of our company is in the State of i 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 statue is attached. Nonresident bidders in the State of ,our principal place of business,are not required to underbid resident bidders. (?13 The principal place of business of our company or our parent company or majority owner is in the State of Texas. This contract is issued by an organization which qualifies for exemption pursuant to the provisions of Article 20.04(F)of the Texas Limited Sales, Excise and Use Tax Act. All equipment and materials not consumed by or incorporated into the project construction, are subject to State sales taxes under house Bill 11,enacted August 15, 1992. The successful Bidder shall be required to complete the attached Statement of Materials and Other Charges contractor at the time of executing the contract. The Bidder agrees to begin construction within 10 calendar days after issue of the work order,and to complete the contract within: A _ One Hundred Sixly(.1 Y' tebay after the beginning of construction as set forth in the written order to be furnished by the Owner. This project is included in the Administrative Order issued by the U.S. Environmental Protection Agency, and contract completion within the above stipulated contract time will be strictly enforced. I (we)acknowledged receipt of the following addenda to the plans and specifications,all of the provisions and requirements of which have been taken into consideration in preparation of the foregoing bid: Addendum No. 1 (Initials) / Respectively submitted, Addendum No.2(Initials) U _ Addendum No.3(Initials) Addendum No.4(initials) By: e: es-, ®n Address: P0 , I c ({ V3 --FX `7(e ill Date: �P ! D Telephone: �j 17Lt3 PART B-PROPOSAL f / § � / aqo # o / m � m000020 / / U) go o � � � ec # cmwno ¥ � Cq � CR --- Col � e � Cmnmrn Ei ( o _ ee � goCmCOMm r m » omm £ � M ® & % % 2 % Nrw00 2 � & N � . � � J O � bQ w g5c _ � _ m _ wn # # wmcwff � � 2 2W : o . / CI4 aq quo # . A / 04 � co T \ CO a q # . � w 7 � 2 ( - CM C14 w n i � k � = S CL 2 g � m Q | / m N \ � } K # 2 q - E @ZI « Q k ! & W o 4) 2 $ $ § � / / ® ® ® ¢ § e @ 2 / / / � k § $ / $ 2 \ k � � 222k < g m m ® m © ■ # w cm � \ \ U) ( \ V-(04) qk . o - - GQ / X C) be _ § / 3 / 3 'tw00 % � L ® ® 2 / 5 L \ � t . o / aw # Loew = m2 & 22 � f / % � n w 2 i . , PART C - GENERAL CONDITIONS CITY OF FOWf WORTH WATERDE)PARTMENT I'AR'I'C-GENERAL COP+MMONS TABLES OF CONTENTS C 1-1-1 D$FII+iMO OF TERMS C 1-1,2 CONTRACT DOCUMENTS CL-1. j C 1-1.3 NOTTCE TO BIDDERS Cl-1, 1 C. 1-1.4 PROPOSAL C1-1, 2 C 14.5 BH)DER C1-1. 1 C 1-1.6 G NM AL CONDTI OM C 1-1.7 SPECIAL CONDITIONS C 1-I.s SPECIRCATIONS Cl-].([) C 1-1.9 BOND C1-1. (2 C: 1-1.10 CONTRACT C1-1. 2 C.1-1.11 PL-ANS Ci-1. 2 C 1-1.12' C'FIY C1-f. C 1-1.13 CITY COUNCIL C[-1, 2) C 1-1.14 MAYOR C1-l. C 1-1.15 CITYMANACTER C1-1, C 1-1.16 CITY ATTORNEY C1-1. 2 C 1-1.17 DIRECTOR OF PUBLIC WORKS C1.-l.Q C 1-1.18 DICT R,CT1'Y MEATIER DEPARTMENT C1-1. 2 C: 1-1.19 ENGRff R CL-1. C 1-1.20 CONTRACTOR Cl-1. C 1-1.21 SURE'i'IP.S C1-1. C 14.22 THE PTC}RK OF PROJECT CL-1. 2 C 1-1,.23 WORICNG DAY CI-1.(3) C 1-1.24 C.ALENDERDAY C1-1. 3 C1-1.25 1 LZGAL HOLIDAYS Cl-1. 3 C 1-116 ABBREVIATIONS cl1 lI 3 C 1-1.27 CHANGE:ORDER CI-I. C 1-1.28 VAVF.D STREETS AND ALLEYS C1-1. (3) C: 1-1.29 UNPAVED S'T'REETS OR ALLEYS C1-1. 3 C 1-1.31) CITY STREETS O 1-I. C 1-1-31 ! ROADWAY C L-1_(4) C 1-1.32 GRAVEL SIREET C1-1. C 2-2-1 PROPOSAL FORM ,2. (L C 2-2.2 INTERIK "TAMON OF QUANTMES C2-2. 1 C 2-2.3 EXANUNATION OF CONTRACT DOCUMENTS AND SITE OP MOJECT C2-2, l C 2-2.4 SUBNETTING OF PROPOSAL C2-2.(1) C 2-2S REJECTION OF PROPOSAL C2-2. 1 C 2-26 BID SECvUR1TY C2-2. .2 C 2-2.7 DELIVERY OF PROPOSAL C2-2, 2 C 2-2.8 WTMf AWi Ci PROPOSALS C 2-2.9 MT MAPHIC MOM CATION OF PROPOSAL C-2-2, 2 C 2,2.14 PUBLIC OPENING OF PROPOSAL L'2-2. 2 C 2-2.11 RZRE'QULAR PROPOSALS C2-2: C 2-2,12' DIS UAL FICATION OF BIDDERS C2-2, (2 C3-3A CONSTDLRATIoN OF PR[3POSALs C'3-3, 1) C 3-3.2 VI=RAWAL OF PROPOSALS C3-3, L C 3-3.3 AWARD OF CON!'RACT C;3-3. L C3-3A RETURN OFPROPO AT SECCIRTM C3-3.(1) -c3-3.5 PAIYMENT,PWORMANCE AND MAETrENANCE BONDS CA-3. 1 C:3-16EC MON OF C OMMAC;T C3-3.(2) 1 CrFY OF FORT W011UH WATER DL'PART ENT PART O-O ENER&L CCINDITTONS C 3-17 FAMURE TO EXECUTE CONTRACT 0-3. Cr 3-3.8 BEOINNING WORK C3_3. ( C 33.9 U45URARCE C3-3, (2) C 3-3.10 CONTRACTOR'S OBLIGATIONS C3-3, (4) C3-311 WFEkLY I'AYROLL C3-3. C 3-3.12 CONTRACTOR'S CONTRACT ADIv DUSTRATION C3-3. ! C 3-3.13 VENLIG C3-3. (5) C!4-4,1 IY=OF CONTRACT DOCUMENTS C".(1) C 442 SPECIAL PROVISIONS -4 ; C 4--4.3 INCREASED OR DECREASED QUANTrITEN C4-4. 1) C 444 ALTERATION OF CONTRACT DOCUMENTS C4-4. 1 C 4-4.5 EX RA WORK CA-C ,i C 4-4.6 SCUM=,OF OPERATONS C4-4. 2 C 5-5.1 AUTHORITY OF ENGINEER Ors, 1 C 5.5.2 CONFORMITY WITH PLANS C5-5, 1 C 5•-5.3 COORDINAROX OF CONTRACT DOCUMENTS C5-5. 1 C 5-5.4 COC}FFRATION OF CONTRACTOR C5-5. l C 5-5.5 F !tGFNCY AND/OR RE=CATION WORK 05=5. 1 C 5-5,5 FIELD OiFFICE C:5-5. C 5-5.7 CONSTRUCMON STAKES C5-5. ) O 5-5.8 AUTHORITY AND DU RES OF INSPECTORS C5-5. 2 C 5-5.9 INSPEMON C5-5.(2) C 5-5.10 REMOVAL,OF DEFECTIVE AND UNAuT-HQRL-MD WOp K C5-5.(3) C MA 1 SCIUlLCROF SUPPLY AND QUALrTY OF MATMA S C5-5.(-3) C 55.12 SAMPLES AND TESTS OF MATERIAL,. C5-5. (3) C 5-5,13 STORAGE Ola MATERLAL C5-5. C5-5,14 MSTINGSTRUCTURES C5;5. 3 t�-5.15 U41T tRLT ION OF SERVICE C 5-5. 3 C 5-5.16 I4'1CTFUAL kE PONSM LTY OF CONTRACTORS C5-5. (4 C5-5.17 CLEAN-UP C5-5. (4) 5-5.18 FINAL INSPECTION C5-.5.{4) C 6-&] LAWS TO BE OBSERVED C 6-62 PERMITS AND LICENSES C&6, 1) C 6-63 PATENTED DE VICES,MAITR AI..S AND PROCESSES C6-6. 1. C 6-6.4 SANITARY PROVISIONS C6-6. 1 C 6-6.5 PUBLIC SAFETY AND CONVENIENCE x-C. 1 C&6-6 PRIVILEGES OF CONTRACTOR IN TRF=.ALLEYS AN13 FUGHT-OF-WAIS C6-b. 2 Cir-6.7 RAILWAY CROSSINGS C6-6. (2) C 6-6.8 13A iCADES WARNINGS At M WATC WEN C6-6. 2 C 6-6.9 USE Oi= LOS[VES DROP W1vIClIIT,ETC, C6-6. c 6-Clo WORK WITHN EASEMMNCS Cb-6. C 6-6A I `CONTRACT'OR'S RES ONSIBILTTY FOR DAMAGE CLAIMS C64 4) .0"M CONTRACTOR'S CLAIM FOR DAMAGES C6-6, (4) C 6-6.13 ADJUSDIMNI'OR RELOCATION OF)tMLTC LJTILTITI;,9 ETC. C6-6,(4) C 6-6,14 TTsWORARY SEWER AND DRAIN CQNI[ MCTIONS C6-6.(4) C 6-6.15 ARILANGEA+IENT'AND CHARGES FOR WATFA FURNISHM BY THE CITY C6-& 4 C 6-6.16 USE OF A SECTION OF PORTION OF TM WORK C". 5) C:6-6.17 CONTRACC'€ WS RESPONSIBMrMS FOR ME WORK C6-6, (5 C 6-6.18 NO WjUVFA OF LEGAL lUGHT C6-6, (5 C 6-6.19 PERSONAL LIABM.TTY OF PUBLIC OFFICIALS C6-6, S C 6-6.2- STATE SALES TAX C6-6. (5) 31 M'Y OF.KURT WORTH WATERDKPARTME,NT PA WJP C-01 NFAAL CCliVDITIONS C 7-7,1 SUBUTI7NG C7-7.(i C7-7.2 ASSIGNSr OF CONTkACY' C7-7. i C 7-73 PROSECLMON OF TTIE WORK C7-7. C 7-7A L.IMTrATIONS OF OPERATIONS C7-7. 1) C 7-7.5 CELP t CTER OF WORKMEN 4ND RQUIPMENT C7.7. 1 C 7-7.6 WORK SCHEDULE C7-7. 2 C 7-7.7 TLI4+IE OF COMMENCEMENT AND COMpLEMN -7. Z C 7-.7.8 1~ TENSION Or TDAE OF CON P.L FUON C7-7.Q C 7-7.9 FAILURE TO COMPLETE QIP TIME 7-7.(2 C7-7.10 SUSPENSION BY COURT ORDER C7-7, (3) C 7-7,11 TEMPORARY SUSPENSION C7-7. (3) C 7,7A2 TERMINATION Or CONTRACT DUE TO NATIO14ALL EMERGENCY C7-7, (3) C 7-7.13 SUSPENSION OR ABANDONMENT OF THE WORK AND ANNMMENT OF THE C7-7,(4) WORK CONTACT C 7-7.14 TERA+IIl'IA110N OF CONTRACT C7-7, 5 C 7-7.15 SAFMT METHODS AND PRACTMCES C7-7. (5) C 7-7A6 SAFE'T'Y REgMCT ONS RELATIVE TO HIGH VOLTAGE OVERHFAD LINES L7-7. 5 C 8-8.1 MEASUREMENT OF QUAIMTIES CS-8. i C 11-8.2 U-11,W PRICES C8-8, 1) C 8-83 SCOPE OF PAYMENT C8-8. I C 8-8A PARMLESMATES AND RETAINAGE C&-s. 1 C 8-8.5 [TLRIOLDYNG PAYMENT C84 (2) C 8-8.6 FINAL AC=ANCE CE-8. 2 C 8-8.7 FINAL PA U-8, 2 C 3-8.8 ADEQUACY OF DESIGN C 8-8.9 4ENEM,GUARANTY C8-8. 2� 11.! MY OF SORT WORTH WATLR DEPARTNIENT PART C-GENERAL CONDITIONS iv i Crff OF FOEU WORVI WATER D1E:PARTHENT PART C,GJGNERAL CONDITIONS SECTION C 1-1 QEFII�ITID C 1-1,i pJjDb T 0NS Or TERMS: Wltimtaver in thea Confsact 1nticumrents the Following teams or Pronouns its place of them arc used,t1 initnt and meming shall he nrEdvrat3ood and interpreltd as folIows: C 1-1.2 CONTRACT P90R1EMES', T2tc Coatrad Documents am all'of the vni teen and drawn documents, such specifloations,bonds, addonda; plans,etc. which govem the terms and perm fvran ct of the cos . These aro cam ad in the General Contract Docume-MB zmd the Special Contract rmcurnents. a GENERAL CONTRACT DOC;UME€VTS:The General Contract Documents govexa all Water Department Projects sad include the following itC ms, PART A-NOTICE TO BiDDM (Satntple) PART 8-PROPOSAL (SWIP1e) PART C-GENERAL CONDMONS (canary Yi4low) PART D-SPECIAL CONDMONS [grean� PART E-SPECIFICATIONS PART E-(ATPEND1X) PART R-BONDS PART c3- CONTRACT b. SPECLAL CONTRACT DOCUMENTS.11te 5pecioI Cont-act Documents are prepared for each specific prpiect-as a supplement to the Frenesnl Contract Do-mment,and include the following itum., PART A-IgOTI E TO BIDDERS (Advertiserneat) PART B-PROPOSAL. (Bid) PART C-GENFERAL CONDMONS PANT D- SPECIAL CONDMONS PART E-SPECIFICATIONS PART F-BONDS PART G- CONTRACT PART 14-PLANS (Usually hound separately) 1-1.3 NOTICE TO H� All of the €c-gal pubL"tions, eitfter acnmIty published in public advertising mediurm or famished dimutly la snleresled partici pertaining to the work contemplated under the C nn Documents, c nstft the Notice tQ Bidders. C 1-i. PSAL- 'ilsc completed written and sicd offer nr tomer of a Aiddcr 1upet'futnn the work who h the Developer desires to have done, tog her with the bid security,cons tilutes flit PmposaL,which butes binding upon the;Bidder when it is of6cially receival by the Developer,hm boon publicly apeued and rtmd and int re jvcted by tho.Developa. C L-1.5 BLDDER: Any pm-wrt, pavans, firm, partvcrship, company. association, cDq}or#tion,acting directly or through a duly authrGrixed ie resmtutiru, snbiri tong u propimal for performing the work contemplated under the Cantract Dom meats, constitutes a Bidder, ' C 1-1.6 GENERAL CONDITIONS: The nonoral Conditiums arc the usual cznshuctjan and curihmot requirements That govern the pcMFnrmance of the work so that it wt11 be carried nn in nceordmnca with the omstomary prueedure, dw local Watmcs,and"miremeals of the City of Fort orth'a Cbmtftr Arid pmrnalgaretl ordinumes. Wberever there may be conflict berxem the General Conditionx and Spacial Conditions, the latter shall Ww przsr crEence and shall gpvom. C 11-1.Z'VEC AL C0tdDPf70NS: Speciml Conditions are the specific requsremca a that are necemaq for the pfidicular prujoct covered by the Contract aocutriemts mn4 not mpecifw4y covercd in tho Qme 1.Conditians. When cawidered with dw[,moral C anditions and outer e€emonh of-the Contract Documents, they provide the in Formation that the Contractor and Dcvaloper sluiuld 1AYe in order to gain a thorpugh knowledge of the project Cil-1 (1) 07Y OF FORT WORTH WATER DEPARTMENT PAR 1`C—GENERAL['Ohfl rnONS C 1-IA SPECIkICAT70NS. The Sp6Gifirmdnns is [flat section or park of the Contract Dgnamedh thai seta forth iu dowI the requ&emenlN Lloat mwct be old by ail materials, caustruct ion, workmanship, equipment and services in order to reader a completed and useful project- Whenever mfereaco is made ht standard xpeoificakious, reguladuns, requirements. statutes, etc,,much referred m documents itbO become s part of the ConWwA leoeu,,,r,aro just as#hough they were embudie:d therein. C 1-1.9140ND:The bond or Bonds are the written gu,arunt,ca Qr securities furnished by the Cvntructar for die prompt and fmidiful perfarmanmG of the courser and include the following & Ferfornxanoe Bond(sec paragraph C 3-33) b, Payment Bond(see paragraph C 3-3.5). c. Maastenuce Bond (ace para"h C 3-3.5) d- PropaW or 13id Security(sm Special Irsh wdons to Bidders,Part A and C 2-2.8) C 14.1U C DNS The C'aateact as the formol signed agreement betwesin the !]cvelager and Cantractrx crrvering fl= nmtutrl uncimsumding#f the two contracting parties about Lite project to be completed under the Conhict L)aeumants. 11,41_PLANS: The Plans-are the druwuigs or reproductiou there:from made by the Daw toper's represntativa slaawing in detail the Iocadom, dimension and position of the vwr 005 elements nts of the prgjtot, taaludimg such prof s. Lypical creas- sectiuns. payout dims, wanking drawings,preliminary drawings and such supplemental drawings% the Mveloper may issue tri clarify ofltrx drawings or for die,pxrpo�o of Showing changes in the work hereluafler auduxizod by die Developer. The Plana are usually bound 5gmrately Emm other parts of the Contract Dama=ts, but they =:a part of the Contract Dnexrnncnts,UM as 410ug11 [boy ware bound herein. C 1-1.12 CITY: The City of Fort Warth, Texas, 4 mwucipaf corpum6oa, uuthorbmd and chart=d wxIm the Texas Stutz 9taUa4 a, noting by and through ita gaveming body or its City Manager, each of which is required by the Charter to pesrkum speeiEa dutics,Th$City of Fort Wonh shall have L--n&ecrfirnspector control over the pi6ea C U 13 CM CO QU-The duly elected and qualified gpvrming body of the City of]"ol t Worms Texas- C 1-1,14 MAY_QR '11w ulreialiy OmtodAfVar,or in his absence, the:Mayer Pm Tem o.[the City of Fort Worth,'rex$s C 1-1.15 CI'T'Y tvI ER:'rlu officially appointed and authorimd City Mumager of the City of Fad Worth,Testas,or his duly authon dtrrpreSMWtivc. C I-IJ 6 QrTY The officially sppL rote,City Attorney of the City of Fort Nardi,Texas,or his duly auLb€orizod repregentntive. Q 1-1.17 DIRECTOR Cl PUBLIC WORKS: 'Ile duly appvinWd offmial of the City oFFort Wurth,referred to in[be Chmtr-,r City Engim=,or his duly wAottized reprrsc=tim C 1-1,l B QJR.ECT()R. Cl'1'Y WXT'Fg2 DEFARTNffiNT: The duly appGinted Diom[or of the City Watur Department of the City ofFcrt Wwth.Teams, ur hiduly authorfzW reprr: amtive,iaaistant,or¢meats. C 1-1,19 ENQTNEERR: The Dirccw of Public Works, the Ilkwk r of the Fort WL2rth Aster Dzpartrnmi, or tMr duly autlroriz,cd assistants, agents, anginems, inspectors. or srtpedutm&mtF, acting widiin rho sDve of the particular dudex etrirusted to them, C 1-1-20 CaNTR,ACTQR. The peraan, persons, partnership. onmpmy, firm, asaociatton, or aoYperadon, ontering into ;� Contract with the: Dovakgw for Lhe execution of Lhe work, acing directly or thrnugh a drily authorized relrrrsetstbtive. A subwntmotor is a prison, firm, Corporation, ar others under eDnbmct with Lhe principal contractrsr, supplying lobar and maUwials or only labor,far work at the-Rite of the:prnjecl_ C 1.1.21 SURly IES, The ccrpQmte bmlies.which are baud by such Ronde as are mquired with-and for the Colitraetor.Tie Sureties err ed arc to be fully responsible for tho-oatim and aatishataly fuifilFrnimt of the Contract and for any and all MV immen's as set fntth in the Con#rset Documents and approved chimges thcx=n C 1-1-22 TUE WORK OR The completed work conteanpWcd in and covered by the Cour,ct Dercumemt% 1-1 ( ) CITY OF FORT WORTH WATER DEPARTMENT PART C—GENERAL CONDITIONS including bxrt not limited to the furnizihing of all labor, maleriaS� tools, equipmahr� and hiddenia€s necessary to pig &&%a rompleted and-mk-eable project C l-I.23 WOIWJNG DAY. A workutg day is defined as a calmWar clay,not including Saturdays,Sundays,and legal holidays, in which the weather or adwr conditions sot under tic cnntrvl or the Co Tactor permit tbo perrannauaa of tt principal unit of work £or a period of not less it= seven (7) hours berwecn 7:00 &m, =d b:OO p.m., wide ext urdons as pemiiftd in parograph C 7-7.6, C 1-1.24 CALENDAR DAYS:A calender day is any day atf the week or month,no days tieing cacepted- C 1-.1,25 LMAL EJQLM6Y_S Legal holidays shall be observed as prescribed by the City Council of the City of F0.11 Worth fos obsmvauce by City employee's, C t-1.26 ABBREVIATIONS: VAwxavfr the ai reviations defined herein appear in Co ract DccFaacatx,rbc intent am meaning shall he as follows; AASFIQ American Associntilon ofSktw Ffighway Offic;W6 Min -Mirjimum ASCE American Society of Civil Engineers Mona. -Monalltlric ASTM American Society of Testing Materials % -Per ccntwn AWWA AQierican Nater Wbrkg Asmciati ns R -Radius ASA American Ssendards Amsociatiuu LD. -Ir kk HI Hyrlrsuhc Mwneter Auph. Asphalt 0,D, -Outside Avis. Avenue piamew Blvd. Boulevard Elev. -Flevation C1 Cost Iron F -Fabronhcit CL, Center Line C Centigrade GI Cralvanixed iron Tn. -Lodi Lin_ Linear or Luteal FL -Foot l.b. Powtd 5L -Street Mli Manhole CY -Cubic Yard Max- Maximum Yd. -Yard MCJD Atilt=Gallons per Day SY -Square Yard CFS Cubic Foat per Second LF. -Linear Foot C 1-1.27 CHANE ER: A Change Carder is a written supplemental agreament h"can the developer and die Contra w rover�ig some added or deducted ilern or fi mture which may be toured necc&4iny and which was not specifically included in the scope of the project on which bids wearsubmitted_ 1nf_TCEL9C in Unk i4UaUtittes atxted fn MC FTUp x-al are ant the subjm t matter of a Change Or&r unless dw inc a&e ur dectese ir. knave than 25°/a of the ai nount 4t the particular item or items in the Original PrupusHl. A]I T htmge Qrders shall be prepnrcd by the Devrinper,ars=essaty,from irdwitatiun fxuxiis and by the Ccantramor, I-1.28 PALVEb S'IflF. S AND ALLEYS:A paved stmt or allbyy shaLl be deTtned as a.streat ut'aUey having had one of the following typex of wearing surfaces applied over titg natural unimprcwcd smfacq; u Any type of nsphaltc d cartc:ratc with or widLaut separate bum rnatrriA kt. Any type of asphalt surface i-=Ern xxt,riot including an uilcd surface,wadi or without aepnmi tc base rnutcrfal. G. Brick,with nr without separate hoe manorial. d- Concrete,with or widmt separaTg base material, e, Any combination of the above, CI-1.,29 I lAll'A D "T L ET S CSR SYS;An unpaged sn!cr alley,roadway or o hex surface h any ayes except throe defined above far Paved Streets and A hays. C 1-1.3{}Cr} [V A City ate is de Fared ag this area between the.right-of=vrny lines ase street i s d+ licated I 1-1 3) CITY OF FOAT WORTH WATER DEPARTMENT PART C—GENERAL CONDMONS C 1-1.31 ROADWAY The roadway is dcfmcd as the area bcMwn parallel lines two(2') feet ba&of Lhe nurh Ems or roar (4') feet hick of the average edge of pavement where w curb exists. C 1-132 ORAEL STREET, A gmvel sums is any unpaved amxt to wWc:b has been added one or mere applicadons of gmvO or Arnilar mak nia.l rather than the natural matmial found on the stmet SC1 6m bafam any improvnmeut was made. 1-i (4) C "OF FORT WORTH WATCR DEPAWMENT PART C—GVN E I AY.CONDITIONS SEC ION C 2-2 DT ERPRETAT[ON AND PREPARATION OF PROPOSAL C 2-2.I PROPOSAL FORM: The Developer will rurnish bidders with a Proposal fetru, which will contain an itemized list of the items of work M be done or materials to be fitr6ahed and upon wLiclt bid prices are requested. The Proposal form MIT.slate the Bidders' general nn&rstnnding of the project to be ewVleted,provide a space los furnishing the am unt of bid security, find state rho basin fear entering ink u formal QmAraat The Developer will funii h fomes for the Bidder's "Experience Record"," Equlprnent ScheduW',and "I'ir=cial Statement'. all of which must be propuly executed and filed with the Direr uw Qf the City Plater Department one week prior to the hour for opening of bids. C2- . II�]'FERP T T�OI'l iJ tAiTIMS. The q=tid s of work and materials to be furnished a:�may he list td in tho Proposal frsr,as or ether parts of the Contract l3ccumeuts will be comidered as p2RMF c only omd vvi11 be used for the pugxxse of ccumparbig bids on a un&rn basis;. Payment will be made to she C❑nhuctor for only the actual quantities of work performed or materials furnished is strict accordance with tho Contract Documnat5 and Plans. The guanfiries of work IV he performed and matmials to be fi dghed way be irlc sed or ik redsal as hereinafter provided, without in any way invalidating the-unit prices bid or any.other r6cluiremen1s of the Cantnct Documents. C 2-2.3 EXAMINATION OF MMT'9ACI Dt7CCiME1 U AND $ .CSF PROMCT: Bidden are advised that the Confront:Doournem s on file with The Developer shal l owistitute all of the inGmrmation which the Dkrvoloper will ftuniah. A]i additional i afommfion and data witich the Develuper will supply ar fler prornui tion of the formal Conh-act Deoumonts shall be isaucd in the farm of a written addendum and sho I I became a part of the Con UwA Dperunnotss just as dwugh such addetKh WM?wtuatlly writtea into die original conbwt Do nenm Bidders are regQired,prior if the Ming of Pwpmal,to read and beo=c familiar with the Contract Dooumenta,to visit the'sitc of ale pmjmL and examine carefully all local oundil me, to inform lheittHelveq by their oven iu&p-andcnt research anis invnxtigations, tests,boring, and by such outer means as may be necessary to gain a Pornplott ks wn -dge of the, conditions which will be encounlered during the corkstr pilon of the protect_ Tarr must judge for themselves the diFliculties of the work and all aUending cueuhnstanccs sffeutmg the east of doing the.work or the 6=required for it�;completion,and obtain all infunnation required to make an intelligent PwposaL No information given by the Davolopor or the City of auy repres=[ative of the Devclaper or the City,other than that cantained in the C'onksaot Dvcurnenu and officially promuIgn.-d addenda thereto, 2flmll be binding upon the Develnpar. Bidders Fiball rely exclusively and solely upon tlteir-own eutimatcs, investigaM-kn, ivmitrch. restm,r*x pleratiows.and other data which are necea&ary for full and cowpWte information upon widek aha Prripwal is to be based.It is mutually agrecd that tftc submission of a Pnoposai is prima facie evidence that the bidder has made tho aJnvestignWns,exarninatiom and tests herein required. CWms for additional compensation ria ix) variations bew"n conditions actually cncokwtcred in construction uO as ittdiewed in the Contract Douuwtmts will not ba allowed- The logs of Test Holes, if any, showing on this Plans arc believed to be correct; however, the DevelOPer does tot guarantee that qie data shown is reprt& mmdvc of rondiuorrs which actually exist. C: 2-2A SUJ3MrlTlNG OF PROPOSAL: The bidder shall submit hia Proposal on the faun furnished by the Developer.All bleak spaces app6mble to the project contoained is kine farts "I be cwrreody filled in and the Bidder shill s#at,e the prices, wrinen in.ink in bout words and numerals, for which ho proposes to do the work cenwMlated of fxrrnish the materials regained. All such prices shall be w itien tc&ly- In Case of discr mncy batwccn the price-wriv= is words and die price written to nz nwmla,the prise moa[advanm9coos to die City shall govern. if m pmposa I is submitted by au individual, b3 or her na=mast be signed by him{hart)or his(her)duly authorised agent If a Pmposa] is subzrtittad by a film, assooiati❑rt* or partnergidp, tits.name and addre,s of each member must be jpven, and the Proposal Frust be siigrhed by a membri of the titan,association, or partnership,or by a person Uy outharized- If a llvt l is interni tted by a ccrrmpany or c❑rpnratirm,the coaTany.cr ooTorate tm a and business addre-�o mmst be gtvm and the Proposal signed by an official or dtdy authorized agent Tire corporate seal must be affixed. Power of A t may autim0ling agents nr ❑then to sign prupogal must he properly certified and inuar be in writing and-aubiicLt with the Pmpasal whom pertinent. g 2-2.5 REJECTION OF PROPOSALS. Proposals way be. rejected if they show any alteration of words or figures, addifiimS not called for,t;on"anal or uncalled faraltemate bids, incarnpiete bids,erasures,or irregularities of any kind.or contain unbaiaaced value of any items. Proposals tendered or delivoted aiiar the official time dtsignEited for receipt of Proposals:hhall be returned to the Bidder unopened. C2- (1) Q1'IY OF FORT WiURTH WATER DEPARTMENT PAIN C:-GENERAL CON DiT ONS C 2-16 B1D SFG Y: leo Proposal will be considered unhw it is accompanied by a Pwpmd Security of the,chance ter and im the mmouni indicated in the ldasice to Bidders and the Proposal. The Bid Security is requirod by the Developer as evidence of gcxsd faith on the pmt PF the Bidder, and by way of a guaranty khat if awarded the moth, tht $iddcr will within the reclu ired time exccutc.a tbrmal contract and 1 Y rrn iib the required performance and other bonds.Ile Hid Security of d=three lawast Bidders will be retained until the>~ontraia is awarded or ether&position is made dr=uf,'llie Bid Securky .of all o fuer Hidden may be retumed prumptly a&w the cwn+am of bids. .7 LDEUVER`f OF PRQPQBA�, No proposal will be conaidered unim it is dulivemd, occomiserued by in}proper Bid Sv,—m*, to the Develuper ctr big representative in the official place a-u s6m as yet forth in the Notke to Bidder&h is the fliddtes sale rc lvdJty In deUver the PrVomil at the pmp=tiros to the pmperplaw.The mese feat that a Pmposarl was dispatched will not be camidtrod The bidder must have the Pmposarl actually drlivcrcd. $ao$Prvp=1 shal l be. in a scaled envelope plainly marked with the word "PROPOSAU', and tho no- nr rsr descripticut of tate pro}cot as designated in thL Notice to Bidders.The cnvulope shell he addrrssed to dw-Daveloper_ 1~ ;l- .f.L�TJTTDRA1aMffi MQP05g,J�%. Proposals actually filed with the Dcvoloper 2W= be withdrawn prior to the time get For upea ing Proposals. A requeat for mm-comidcm fion ar u Proposal fn;ist he mads in writing, addssed to dw Davel vW. and filed with him prior to the bola set for the op=ing of Proposals. After all Proposals not requomed Far rum- considenrtion are opened and publlcly rmd aloud, the Proposals for which non-corwki ation requests hive been properly Med M=at the option of ffic Developer.he returned 2-29 TELEORAF IO MODIFICATION OF PROPOSALS: Any Bidder may modify hie Proposal by telegraphic communimlion at any time prior to the flim get for opening P°mpasxh, provided such teiegmphic ou=imi=Wn is mueiwd by the Developer prior to the said Propml opening brae, and provided further,that the Developer is aati&Erd that a written and duty authenticated r firmatson of such tclegr 0ic communicadaff over the sigiwturc of the Bidder wwas rnadind prior to tits Proposal -opening time_ TC such canfamstion is net =dived witch fnriy-eight (4$) }yours aft- r the Proposal opening time,no Further couasclerad cm wil l be given to the Proposal. -2.10 PUBLIC OPENWO OF PROPOSAL; Prop s wh" have been properly fined and for which ray "Nan= considertion Request" has bean mccived will be puhlitAy opmwd and seed aloud by t#te LJ_valcper or big nuffiori ed repreumtatnve at the time and place indicated in the biotics to Diddrsrg_ All Propomis,which have boron opened and read,will remain on file with the Developer uu it the contract has been awarded_ Bidder& or tbeir nuthori=d t rescnmftva are invited to be present for the opeWng of bids. x.11 MREGULAR PRORQ5ALL-Pmposa h shall be comtideid as being"hTcgular"if'troy how any omissions, alterations of form,add itions, or rmzdidenas not called for,unauthorized alternate biti3,or irregularitim of any kind, However,the Gity ra mrves the right to waive any acrd all irsegukidi a and in make the award of the rantract to tlz est interest of thm.0 ity. TmIersng a?a-g ml.after the closing hour is an irregubar4 which cwmt be waived C 2-2.12 DI C)[l aQN OF BIDDERS', Riddem may he disqualified trod d wirl mpoaarlas not cotbsidermd for any o& but not limited to.the#bouW ng reasons; u, Resmn for believing that collusion exists amamg Biddra'i, b. Reasonable grounda for believing beat any Bidder is iutnrvsW in more than one f'ropoksal for wurk romtenspla w. e. The bidder being interested in any Ii ligation aagairrst tht Developez or the City offort Worlb L d. The Bidder being in arrram. an any existing contact or having defaulted on a previous catrtmet. C; The Biddar having performed a prior cont aLt in an uw;)d3fi=ry man=,in the ophiien of the Enaaw= Lgck-of Lcompetmcy as revealed by the ffna=ial astatement, experience record, equipmeat schedule, end such inyuirics am the Developer ar City of Fort Werth may see fit to mgke. g, Uncomploted work wh ich, in tht j udgrwnt cf the City of Fort Worth will pizvem or hinder the prompt. 2-2 (2) CM OF FORT WORTH WATER DEPARTMENT FART C:,GENERAL C:ONDI'i'YONS oonpietten ofmMitiunal vork if'awudni h, The 8 iddrx not filing Mth the City,one week in ad c=of the hour of iho.opeamg ofFrop mals, the Mowing: I. Finsncial Sty+#anent showing the financial condi tion of the Bidder as spitnifiied in Part"A!- Special Imt uctians, 2. A current experience record showing especially the prnjeali+off malum similar to the one ander considm ion,which have been mocessfu l ly completed by Bidder. 3. An equipment scltcdulu showing the equhiment the Bidder hms nvailablc for uxe at Lbe p oject_ TIw Bid Proposal of a Bidder who,in the judgment of the Enter,disqualiftas under the requirements starved herein,gha be set asirie and not opened. I I -z (3) MY OF FORT WORT14 WATER DEPARTMENT PART C-GENERAL CONDMONS 2- (4) CITY OF FORT WORT14 WATER DEPARTMENT PARI'C<—GENERAL C'ONDMONS SECTION Q 3-3 AWARD AND MM=0N OF DOCUMEWS TIQ 10F . POSALS: After Proposals leave been opened and rend aloud, the Propmnls wM be hsbulatcd on dm bmis of Otic quoted prices,dr qutuuiticA shown LI the Proprisial.and tha applicaffi n ofsuoh formcrlas or❑thcr methods of hringittig its to a conmwn-basis w may be calabUstwil in tkc Contract Dor•uments. The total-ubtamed by taking the aura of the pmducts of unit prices quoted and the eslimated quantifies plu; my lump sum iwmn#od such other quoted amnunta as may aatcr inti tit$opal of the completed Project will be cconsidercd as tic ammmI.of die bid. Until die award of the eonfiw is inade by the Developer, die right will be tcwn%v i Io iejeet any or all prnpasa[5 and waive l chnicalitim, to Tu-adve-se for new Propo nls, or to preened with the work in any manner as may he comiclered liar dtie best inteM3t of the City. C 3-3.2 WrfEDRA AL OF PROPOSALS, After a Pmpowd has heat read by the Developer it canner ho withdrawn by the bidder within Forty-five days offer dtie dente on which the Proposals were owned. C 3-33 A1aJAU OF CQhUC Tho Dcvclaper reserves dtie i ight to witfshold final action an lite Prvpkasala rear a re-Asomable dime, just to rxceed forty-five (45) days aflrr tlm date of opening Prnpas.als, and in no everu will an award be made until after iuvestlgadoms hava been made as to the responsibid y of the pmp6sui awaxfees. The award of the ccmtra" ifaan award is rriade,will he#n the lowest and best rmparssible bidder. The award of the contract shal l oat berme ofl'ertivu until the FMxloper has notified the Conftw*w in writing ufmch arwarzi* C 3-3.4 RETURN OF PROPOSAL SE—GURrMS.As soon as pmposcd price lotn.le have been detennned for comparison of bids, #Lia Developer may, at its discretion. Tatum the Proposal Sm%rity which accompanied the Proposals which, is IM judgment,would not be considered Rv the award. All other Proposal Securities, usually diose of the three lowest bidders, will be retained by the Developer until dtie required contract has be executed and bead fumi3bcd or the Devdop& Ims offiawise disposed of flit bila,afbcr which they will be returned by d-wt Developer. 3-3.5 PAYMF-NT,l'ERFORMANC:E AND hfAlfdT NANCE BOND'S:The success€ui lrfdder entering into a contract far the work will be rquired W give the following bunds ur the name of die Mvelaper and die City in a spun equal to doe amount of the curt awarded,The fosnti of the boaA shall be as hEemia provided and die smcy shall be occeplable In the Dovelopef ani tha City,All hoods f miishod bercundor shall meet the mquimments of ChaptET 2253 of clic Texan Government Code,as autersded, A. If the tonal conttw-t price is$25,000 or taro,payment to the I;ontrsctcr sha11 be MA&in Dile ItIalp sun]. Payzwmt shall not be made for a period of 45 car days from the date the work Iia& been completed and accepted by the City, B. Ifthe contract amount is in excess of$25,0DO,a Payrnexit Bond sltinllbe exf=t4 uti the arniewt ofthe cnntract,scrlely for otic puXcction of 0 claizmnts supplying labor and-material is the lsrusecution of the work. C_ if the conb=t nrnaunt is in a[cats of S 100,000,a Pmrfcumamce Boud droll be exmuted~in the arroun t of dtie ontraet onadi#ivned ora the bithful performance of the work in accurdaue with ibe Plans,speoifinH(Iw. and comet doc'uanentss_Said bond shalt s6lely be for the'protct3Do of dw Developer and the City of Fort Worth. D_ A Two-year Maintenance Bond in the Warne of the City-is mqu ired gilt all projects to insure flit prompt full and faithful porformancc ofLbc gtners3 guarantee aka set forth is Paragraph C8-8.9. To be an acceptable Surety ort the performance, payment and maintenance bonds. the Rurety must be aufhori2r-d to do bus ineats in die mtafr-of Tax as and meet ail mquiremcnu of Texas lnsurnace Code, satiian 7.19-1. Lu addition, the sumely nen rt(1) hold a cute t%ln of authority Bain the Untied 5taipvq sturf�tary of the treaxury to qualify as a spray on obligations 3-3 (1) CM OF FORT WORTH WATER DEPAIR'J<`MIE NT IMAM O—GET%FERAI.CONDtT ONS pie nsivcd err irquimd under federal law. or (2) have obtained Wince for any liability in ex,ccss of$100,000 fm m.a reinsurer that is authorized and admitted as a coinsurer in the state ofTaxas and is blas holder of a certificate of puthotity Imm the Untied S bates secretary of Clic treauory to quaEffy as a surety an obligations perraitted-or requuW under federal law, ati.sfattory pmnf of nay such reinaura= shall be pynvided to the-City upon rNue%L The Dc+tokq=and the City, in their soli diacte[n,will detm irm the uducluacy of die pmof rnquinid herein. No auretiE�R wfli be DwAepted by dw Dcvakpfr and City that are at the tinct in&Eull or delinquenr on zmy hands-or which are intermted.is any ls`tigation againat the DevelopLr or the City. Should any surety on dre coninot be alae mien d unsatisfactory at any tinct by the Developer or the City, notice wM bo given to the o mt actor to that of ck:t fund the coniraLlor tball immediately provide a new surety sat1sffwW y to the Developer clod the City !Q 3-3.6 EXECUTION OF CONTRACT: Wide tan (10) days after the Deveh3per has by apptup iatu resolution, or othrtrwim, awarded tho contract, the Contractor shall exacuie and Me with the DeMoper and the City of Port Worth the Contiact and such bis aauuzy be required in the Contract Ducunents. No ocarina shall be binding upon the Developer until it has beru examted by the Developer. C 3-�.7 FAILURE TO EXECUTE CONTRACT: T w failure of the Awarders to mcuuta the required bond or bonds of to sign thin required cantwa vrithin ten (10) days ager the contrwt iR awarded shall be considerod by the Dinvvluper as an abandonment of his Propasal, and the Developer may annul the coward, By r,eawn of the unwrtainty of the market priers of ruateria>!and,labor, and it being impracticable.and Qficult to accurately deters the amount of dunnages aL-truing to the Developer by reason of said Awarclu's i=`dare to executo said bonds and contract within ten (10) days, the Proposal Seawity accompanying t#tv I'mpoaal shall be the agreed amount of damages which Duvelopor will stew by reason rsf=h failure an the pert of the Aw$rde and shall &oreugon i=tcdiately be forfeited to the Developer. The filing of a Propneal will be considered m au accepimm-of this premvisjnn by the Bidder. C 3-"�$SEGIMkUl _WORK- 'Ihe Contractor shah not corium wart until authorimd in writing to do so by the Engin. Should the Conbwtvr fail to commence work at the site of the pro_�Pcr wiTI iu the time stipulated it the written authorization, usually Immcd the Work Ordcr or Proceed Grdi�r, 't iH agreed that t#ie Surety Company will, within tees (10) days after the commencement date set lbrth in such written authorization,con==ce the physical exmutian of the oona=t, 0-3.9 E S LJR.ANCE:Thr Caubmter shall not v6nmwncae work under this can truo until it has obUtinW an insu ranee required under the Contract E hN-mtncnts, and such kwnranee has been approved by Ibe Developer and blue City and cerdflaatea of au umce have been delivered to the Dovelopar and the City.Ile Contras for shall be respunmible for dtiivefing to the Developer and the City the sub-car"ear's certificate of insurance.'Thr-Cautractur-ball indicate on itR cer3i15cate of insurance iacIuded in the documents lbr execution whether of not its iamxmnee covers sub-canbractors.Ti it the inWndon of bite Developer and the City drat tho hi uawe coverage requited harein shall imczludc the cavcmge of all sub-contractors.The Contmr.tar may-require all subcuntnwtom to be iawruecl and submit doakmtnxtation misuring that the rcquircmenU of 03- 3,11 bice met for all subcontiractrsrs_failure of the Owner to request mquisrd i,nernnoe da mmentution shall rintcanstilute a waiver of the m irarxhe rtqtiirwtr t is"mufied hes m. a O PENSA`iTON INSU&NCE: The Cantrackw shall maintain during the lift of this raniswt, NVm*er's Compensation Insurance on all othia employees'to be etmgoged in work on tion project mnder thii craft-,wt, and for all eubcontraator^s, in ease any cla,,ps of employees engaged In ltaran awl Wnik nn thtt project under titer contract is not proted9d under the Worker's Compensation Statute, the Contyractur Shall provide adequate employer's general liability hmwa= for the f ruEection of such of his employe+iwt so pmtectAWorker's compensation imsn u= covtring urnpinyew employed on the project site shall he eandormed with a vetiver of subrogation providing righta of i mvery in haver of the DavelopRr and the City. b. COi1+IMERC[A EE=I N T-MANCE:Tho Cont-ertor shall pp>u=and shall mamtr+tn during the lite of this contract, Commercial General Liability Insusanoe (Public Uibility and FOperty D mage Imuf'anca) in the& ainrnuxit not teas d= $500,000 covormg tach occurrenceYaggragate on account of bodily injury, including dash, and in an amourst no[ less than $500,000 covering each occwTencelaggregate on account of property damage wi& $2,000,000 umbrelht policy coverage. Certificates of insurmw shall state that Jatauraace is on an "occft mcc" basis_ Certific ate ill also contain a stutemeat that no exclusions by ertdersement have been oracle to the: Commercial Genend Liability, 3-3 ( ) C M(Or FORT WORTH WATER DEPARTMENT PART C—GLWERAL CONDITION Policy. c. ADD1VONAL LIABCMY.*111 Contractor shall furnish insurance as a separate pulicies or by addittorol endorsement to one of the abuve-mcatkwW policies,and in the amount as sol forth inr public lkkility and pmpertydarn�ge, the following insurance.- I.- nsurance;i_ Candngnra Liability(covers Gres!Contm tar's Liability(cruets of'sorb-voatrwtars). I Blasting,lir tU Any blagting being&au, 3. Col impse of bu.WingR cor r Uu-cs adjacent to excavation Jif Lea 2kw=peff ed sdiacem t to sarnvl. 4_ Dwmagc to undergr6und utditie9 For S500.000- 5, Suii r'e ride(Where ahove-ground structures arc iavolvedY. b. Contractual Liabifiry (covers all inden mification requircmcnt8 of Cont,uct). The Developer, iU- offic=,empleyces and servants, the City,its ufficea,empiaym and scrvanI2 n all be end ed ag additiond insured ort C'ontract,or'a insumace pokoies excepting omployef's liability Jrtsurartcc covemp tutder Contractoi'a wotkeea conrpeasation 7. insurance policy. C'anbuiutnr's inaurame policies shall be indorsed to provide that stwh insurance is primary protection and any self-funded or aanvnercial cavm-age maintained by the I OWNER shall not be cul led upon to cantributs to lose recovery, 8. When required by the Contract Docunwnts,Envim=ontal Impainnent Liabilky Cuvemge must: be provided is the Simile of$1,0N,000 pef acaumnce and S2,000,000 annual aggregates. The EftvirarrmontsJ Unpairrnent Liftbility (EIL) must cont cn coverage for sadden and aceidentd aommeni tion or palltrtior4 Hab ity for gradual emisaimin,and clears-up costs. Tbc ELL coverage ahall include two yeat• completed operations coverage on a per PLUiect basis. A sepamte insurance policy may be needed to fulfill this requirement. EIL for danger jmwTt!d in the cum-se of trzmwo tin sludge stmt!be covered undor the con4mrtoes insurance polky(s), d- AUT0MQRU=E F?,L CE-130JD2M F Q i & Y DA A E The C',ontraetur&hall procure and mwiiinin during tixe life of this Cnn"ct; C'ornprch=ive Auromobile Liability lar urance in en amount not!rias dim 250,M) for igoyies including =uideatal death to any one person and subject to the same !unit for each pMon an amount not leas than $500,000 aggregate on account of Qne accident, and automobile property damage inmamwe in an amount not less than V ODA00 uggwgaw, Q- 5C(7PE l+l AL �iA .A_RD The imur-anca required under the �si�ave parmgraph� shall gide adcgote protection fir the Cvntmctar and his mb-cont-aafors, tv-9pectively, against daniaga clainazi which awy arisn from aperutiom under this coritrantr whether-such operations be by the insured or by anyone di=tly or in&cctly employed by hum, nasi also amt any of the following apccial hazE ds whkh may ha e=cRi ogle!in the perfarn=nce of the Cuntract. I The Currtractur's liability ghaJJ sint be limited to the."ciflud amuunt�i of ivaurarice regtrir..+d herein. £ PROOF CAMAGE OF INS RANM Tisa Cantractnx shall Furnkh tlx: Developer and lho City with satig&ctary proof ofeaveragd by hmrmr c required m tlicst Corf maDocualtrtts W the arnouuW and by catricrs satisf story to the De loper and the City, (Sample attached.)All imu mace requimments trtade upon the C attacttar biurll apply to the sub-contrrtctors, sliauld t1w Prime Contractces insu=ce not cover the sub-contracter's work open &ns. I DEl][If,IML1- LLA+Lf[ 'Ile deductible limits or snIf-hi tded retention Bails, oir each-policy mast Rot cxccnd$lO,VOU per ocetuTe a unless otkrwige approved in writing by The Developor and the City. h_ TNS><_FANCE 9QkV %TY! The insuntuce company with wham the C antraobm`S insurance is written 3-3 (3) CM OF FORT WORTH WATKR DEPARTME htfi PART C—GENERAL CONDMONS shall be autlaarimd to do business in the State of Texas and shall have a currant AM Bead Rating or "A-M]"or equivalent.meesum of financial aftogth soil solvency, J. NOTNICATION- During the lifetime of this ccmtract, the Contractor mall notify the Developer and the City in writing,of auy known loss ocmwvrme that uxm1d give rise to a liability 0xim or Inwmit or whirh could result in s property loss_ f. CANCELLATION: inmrance oball be endorsed to provide t1m City with a minimum of thirty dayu notice of cmwellatioo., von-rckbewal and/or materia] change iu Lwuraace policy tn=9 or coverage. A. rein tatim ten-day notice shall be acrcptable in the event of son-payment of immancc premium to imuranee company 1t. qU&L3P(NSD31Lr17ES_ The City shall not be responsible for direct payment tff ittSivance irrranium costs riot CantrWor's inaumme except whoa said costs meet the resquiremef&.of C4-4.5 FX1RA WORK- 1) The Davcleper and Um City. their officers, employxm and servants shall be ettdarsed as as additional insured on Cmtrw Wes hmu-aztce policies excepting employer's hability iasaranca coverage undcrContractoes workers'cx mpcn1ation i13sura ee policy. 2) (7crtiRca t<s of insurance xMilI be'delivered to the Daveloper and ria City. contract a&niuietra€os in The impm ive department as specified in the bid documtm s, 1000 Tltrockimarton S#eet, Fort Worth, TX 76102,prior to cnumm�emcui of wcA ons con=ted pmj=L 3) Any failure pan pert of the Developer or the City to request reguirad insurance ih umentation shall nal rmstittzte a waiver of tim insum=c mqu�mmcnta specified herein, 4) Each inaumn=policy shel I be endorsed to providc the Developer and rhe Ci ty a minimum thirty days notice of=cellntion. nor-renewal, andJor matedal uhangc in policy terms or ooveMe. A tangy days nonce shall be u=cptable in the event 4?f non-payment of premium. 5) Warkzd cmmpewation inauran" pelic (s) covering umplvy= employed mi the project sha11 be rLttdurscd with a waiver sof suhrogadran providing rights of xccovct y in favr r of dic Denmluper and lbz City. 6) Nefdier the Develupmr nor the City shall be respon gMe for tiic direct payment of ituun premium worts for c tsactorha ir,mmcc, 7) Canhactoeingurahce policies shall each be eudarsed to provide that such imwrance is priinAry p trction and any sei f-funded or comnvercial crrvcrage maintained by the Developer or the City shall am be.ealled upon to contribute to lou rrnovrxy. 8) Up= the requmt of cidi r the Developer or the City, Coritmctar shall provide ctimplete cQpie:s cif ah insurmce policigs required by lliese wntrati docunrte-7ats. C 3-3,10 CONTRACTOWS OBLl qNS;Under the Coatract,the Ctint toturshall pay for apt TpatanalA. labar and services whin due. C 3-3.11 WEEKLY E&'1 RQ.LL:A certified copy of cacb payroll eavbring payment ofwages to all peo ns engaged in work on die project at the site of 1he.projeet aball bL- furnished to the City's rcne tetive within auvcn(7)days after Lhc ctnsc of each paymil period.A copy or aGpks of the applicable m in In UM wage rates am get forth in the ContMc r I?OOMUM*nts 4UM be kept pcKted in a oortpicuoua'pW,--at the sire of the ppiect at all times during the uxtrso.of the caatmot. Copita of tho wage rates will be fiunished the Cznlractcx; howovm, posting Ond protection or flu wage, ratrs shall he the re-Vansibiiity or the Contractor. 3-3 (4) CTl'Y OF FORT WORTH WATER DEPARTMENT PART C—GENERAL CONDITIONS C 3-3.12 CONTRACMR.S CONTRACT ADMIiT T1 ATION'. Any C:ontrattor, whctbff a person, persons, parI€1rip, company, 1"izm, as_ineiation, cbrporatigFs or other wW is approved to do business with and enters into a contrar,t with t#m Developer for construedaii of water an&or aanibvy$ewer facilities, will Dave or steal]eetablisb a fully opemtiooal busincsa office within the fore Worth-Dallas tnetraNlitan area. The Oontr=tar shati charge, delrgate, or um ign this office (Gr he may delegwe his Project Superintendent) with full authority to trawact all busir=s-actions required fin tho performance of the Cont=t This Weal sutlxority shall be made responsible W act liar the Conwiclor in all matters] permin4 to the work governed by the Contract wheth= it be administrative of otherwise and as such shall be empowered, thin delegated and directed,to settle all instarssl,labor or other expenditures,all clainu-against the work or any other manor associated such u rrminbming adequipte and appropriate imuramv or security coverage for for prao eot Such local aratbority for adolh istx ation of the work under the Contract shall be ma iniuined until all business fisns w ons executed as part of the Contracr are complete. Should tlie CoiiWact's principal base of operations be other#Jean in the Fest Worth-DoUas metropolitan arca, oatiflcation of Lhc Contractor's aSsignmmt of local authority slip]I be made in writing to the Developer and to the City in advance of any work on thea project, all apprapriak-Jy signed a:nd qcaled, as appli�le, 1ay the Contraotcnr's responsible officers, with the uTiders#anding that this written as.gignment of auhority to a local regrr_vmtative shnll become part of the project Qonttw as though buund directly into the project docurneats. Tine intent of these rcquirumcnts is shut rill angors associated with the Conlrac:tor's administratiau,whether it is prion ted in f irthming the work,or other, bn governed direc t by local authmity. T'him sumo requircmmi in impowd on inswu=curl surety coverage. Should the Contractor's]oval mpresentative fail to pi-,ribm to fire sat Ffacricn of the City of Furl Wordi, the Eaginner.at his sole dist m6an, may drsrrand chat such local mpre,$earative be repIaced and the Engincer may, at his sole discretion, atop all vrjrrk until a new kx'Al and1ohly X10 isfacinry to the City of Fort Worth is nmigne4. No credit of working hime will be allowed for periods iu whWh work stoppages are in of ci for this rewwL C13-3.13 VENUE: Vaure of any action hcrewidar shall be exclaaiv*in Ttiimm County,Texaq. I C3-3 (5) CCF1Y OF FORT WORTH WATER DEPARTl4'ICF.l`iT PAINT C—CENMIAL CONDl't'[CDKS Date CEIZTTIFICAT E OF FNSUPANC$ TO- (DEVELOPER) NAME OF PROJECT; PROJECT NUMBER, THIS IS TO CERTTFY THAT (frame and Address oflasurad) is, at tha dtite of thio Certir rWO. inaured by this Company with respect to Elk hua "Ms oparationa hcrcir«attor cicberi-bLa3d, for the type of in sura Red and in accord anog with thiD provisions ai•the standaird policies uged by this Cusnpany, pnd fltrthcr hcraiasaftcr closcribal. Exceptioas to siamiLard policy Nulcii an revouc aide Hereof, TYPE OF INSUKANU Pal icv No. effective Expires Lim1!a oaf Llai ility Workman's C r jngj Gomprchcnsivc General Bodily injury; Ea.Occu rren ce- S LinbiIiry Insurance(Pu hIic Uabilxty) Prasptrty Damage, F,a,t ccurr Ea_C]acurrenoc:', Eo,Occurrence 5 Dlagtinx Collapse of Buildings Or Structures Adjacent ) . Ca;afrrchae to era avutitsn8. BadiIy 1Bjasy; Ea. Person- $ Dam inga to Underground La,Occurrcnuc S Proporty Damage: u(ilities lige{ rrpfrokae; "I Bodily Injary. TtEa.OcGurrs:race- S Proporty Damagc: &.0ccurrchoy, , OtJrut C u Locations cnuered: M Desetiptions of operadoa73 covarcd: p Coatraetual Liability The above pal Lim t ttlsar iii khr-body thcrcaf or by oppropriaw aandausanimt provide that they rnuy not be dukagM or rnneelled by the insurer io Icss Um five(5) days after the insured kus rectivtd wtitten nuticc of sum a hnngelor cancuffit ion. Whoa appi I.cabic lueai lava of regulations require rikwe than five(5)days aananl not#cc of ehungc ar cmnccl loticm to he e."urcd. dtac above puiieies contgin tawla qp uia I noquir*mrn1 P,cithcr iti than body theru of or by appmprimia endormmmit thuretu attached. A�oacy Tpitli Agent AddW,5 Title 3-3 ( ) CITY OFfORT WORTI4 WATER DEPARTMEM PANT —GENERAL CONDITIONS ECTCFC 44 SCOPE OF WORK C 411.1 II+fFEAFT QF CONTRACT DQ9L1IuQFM [t-its the definite intunlson of these Contact Docu=nts to provide foe a complate,iawfil project,whirh the.Contractor undcitak4cs to construct or furnish,aff in Full ccrosph=ce with the reyu irert►eats acid intent of the Contrwt Dou in eats. It is definitely undersmod that the Contractor shall do all work as provided for in the Contmct Documents,shall do all extra or specioI work as inav be considered by the Engineer zis wzen" to complete the project in a satiafactory a nd acceptable marrnar. The Contrrator shall,unless otherwise specifically staged in tic Contract Dmcument.s, fumiiih all labor, tools, uruttria.ls, maohun +, equipment, xpouisl services, and incidentals necessary to the prosecution and complefiou of the project. C 44.2 SPECIAL PROVIKONS. Should any work or cozidiciom which are not thoroughly and satisfactorily stipulated or covered by Cyenerai or Spocka ttoaditiom of these Cantract Vacunenls be anticipated, or should thea he any additional pmgoad work which is not wv=d by these Cortiract bwturreW then Special Provisiona.coveristg all such work will be prepared by the Developer previcua to dw time.of receiving bids or PrcVsals far such work and furnialted to the Bidder its the farm of Addenda.A!I auch Special Trovisicros sbo g be conskleeed to be a pats of.the Contact Documents jtmt as though they were originally written therein. Q 44.3 INCREASED OR DECREASED QUANTITIES. The Drvaioprsr serves the idght to alter the quantiles of the work to be perforated or to exteud or short= the improvements at any time whey and as fotand to be necessary, and she Conmwtor slml I perform the work as altered,inc reascd, or decreased at the unit prices.Such iricm&wd ar dcr scd quantity Miall not be more Chan 25 percent of the contemplated quantity of such item or itema. Whey such chAnges inatage ur &crease the original quantity of any item or items of work to be done or materials to bo fumishud by 25 percent or more, than either party ro ,Eli: contract rrhall upan written request to the ether platy be entitled to a revised ccmklzlBtion upon that portion of the work above or below the 25 p=ent of the anginal quaatily statud in the Proposal;such revised cousidem ion W be dom rained by special agm meat or as hereina- er provided for Emi Work, No aJlawwwca will bu tna& for any changes in anticipated profits nor shall aucah chmige% be cwaidt d as waiving or invalidating my candidons or pr visions of tho Contract Douumenta. Vmaticw in qualstities of satiLitmy sewer pipet in depth canorL-q shail be interpreted heseiri as applying to the ovorall gwmlitics of sadtmy sewer pipe in pipe sine, but not to the vuriaua.dgxlt categories. C.4-14.4 L h ATiOI_ OF GQhTa4F L 1C[ hiE FS, Tic FlngiaeeF reserves the right to make such Ganges in the t:Qr tenet Dccumctntti And in.tl»&wTwter or quantities of the work as ru:iy be nrecasary ur desirable to insure completion in tjac.mo�t eatMwlary manner,provided such changers do not mat=ially alter the originui Cotitr-act Documents or changi. the general nature of the project as a whole. Such chEinges shall not be comidered as wziMng or invalidating any canditian or provision of the Contract Documents. C- 4-4.5 EXTRA VkfC}RK Additioiml work made necessary by d=gcs and alt= ass of the contract Dommor to or of quantities m for other rrnsonS which no prices u ie pruvkied in the Contrnct Documents, steal I be clefted as Extra Work and shall be parformed by the Contractor in accurdaiwv tuith these Contract Documenft or approved addition thereto;peeYkied, howtver,that hEufore any Extra Work i�,hegTan a Change Order shall be executed ur written order issued by the DeveIaV r to do the work for payments os cxedift as dial I be determined by one or mora or a Combination of the following methods; a. Unit bid.prkx previously approved. lr_ An ail lump sum, e, 11he aettml rtarsonable Cost of(1) labor, (2) rental of equipment usmd nn the lytta Work for the time used in Assnciamd Geueral Cyntructors of America cwTent equipment rental rases, (3)mat TW9 entering promanently into the project, and (4)actual cask of insumnce,bunds, and i9ouial wtwurity as detrrnrined by the Eja&eer,phu a fixed fen Do be agreed upon but not to exceed lQ°fu of acmai asst of such F„xtm Work The f=d fee is not to imlhda any addldawl prnfit to the Contractor far waal of equiprnwa owned by biro and used fur lite Extra Work. The fee shall be hull and 4ornplete Compooaliun to raver the coat of superir tcadence, overhead, other profit,gemral and all other expense not included int(1), (2), (3), and(4)above_ The contractor shall keep accumte coat rmords on the Farm and in Lho rnothod snggcrit2d by the 1 nginecr and shall give the Eri&ca access to all accounts, bills, vouchem,and regards relating to the Lictru Work- C4-4 (1) CITY OF FORT WORTH WATER DEPARTM ENT PART C—GENERAL CONDITlC ONS No Chmgc Order shall bgmme aff-ecsive until it hu been approved and sigmed by each of the Lmnhae drsg parfie,%. Pio claire for Extra Work of any kind will be allowed unless ordcrcd in writing by the Developer. In case any orelm or instructions, either oral or written., appear to the Contractor w invoivc. F Xtra Work roe whirb be 9wold receive crompunsution, he shall make wrifte request to tlxc Enginw for written orders authorizing inch Extra Work Ehauid a diffemnce anise as to.wimt.dans or dc=,not camdwtu Extra Work, or aN to the payment tl=MC and the-Eng inCr inaiM upon ils perJ`a mance,the Contractor shall proceed with the work alter making yVdAva requasE for written orders and shall keep an accusata aou met of fixe actual reawmblc cast:thweof" proAded under method (ltt3m C). Claims tar Extra W(ut will not be paid unicss the Coutmctor shall file his claim with the Dovelopw within five slays btfdre the fife for making the first estimate after such world Ls daae,anti mile" the claim is supparted by satisfacWry vouchers and ccrtffled payraUs covering all l�bor matcrials expended upon the said Extra Wo& The Contractor sW Cumish the Engin=such insmlla6on rscords of all dotir d=s limo the ❑riginal Canft=t Documents as may be necessary to mala le the preparation for pout record of a corrected set of L*laus showing flu-actual in�latrofl_ 6 SCHEDULE OF OPS before commencing any work seeder this contract, the C.`ontracmr shall submit to the Engineer,and receive thr, Engiuear's approval thereof;a S-chedn le of Operations+shawiutg by a straight line method the date of oummmcing and finLslY 0sch of tJhe major elemcmts of the coma act, Th=shall be olmo.shown the estiniwed monthly oegt of work Sar which estimates am to be oxpected.Them shall he p sented alxo a compasite graph showing the anticipalad progress of construction wi&the time being platted horizonWky and thin percentage of completion plotted vextictffly. TIw progress chiefs shell be prepared on 8 IN'I3y 1 I"sheets and at least frac black or bj¢e line prko shall be Furnished to Iht Eaginaer, 4-4(2) tvi'!rS!OF FORT WORTH WATER DEPARTMENT PART C—GENERAL COIVDJ"1' ONS ECT[OM C 5-5 CONTROL Of WORK AND MATERIALS C 5-5.1 ALTMORTTY OF Ei+TQMER- The vrork shall be:performed wider the direction and superAian of the Engin=—, to his satisifacticm,and in strict compliatim with the Contract Doaumcmts.He shall decide all questions which arise as to the per-Forra=c, rata or progress of thr work, sequence of the construeflon, intmpmmtion of tho Contract Documents, acccptallle fulfllhlient of the contract, cornpowation, mutual sight between Contractor and Developer under these Contract Documents,supervision of the work. resawtivo of operanon, and all other qurstiong or dispnte,5 which may arise He shall determine 1hr- =o=t and quality of diel work p%*mmd and matmiUs; furnished, and his deciBiyw and wbmatm shall be final_ His estimams in such evemt shaLL be a candiUan to the right of the Contractor to roce;ive money due him uRder the Contract, The Engineer shall have executive authority to enforce and make effective such n esu any detiskos acid.radius as die Contractor faai19 to carry out prorwdy. Iii rhe evout of any dispute bctwem the Fmgirteer and Contme ar over the decision of the Engineer on any such matter. the 1;ug=er must, widun a rwaonable time, upon written request of the Conuwtor, under and dclivex to both the Dmmloper and[:oanctor,a wrftt a decision on the matter in controvemy. KJ! ;-,2 CO __ kANA-,The finsislicd projext in all eases Amil Conform with bines, gradeg, cross-Rection, fib,and dimcnyinm shown on the plate cir any udrr regtdxetnrnts othrnwise desuribed in the Contr=t Doc=en[s_ Such do eutiom from ate approved Contmot Document as may be required by the Engineer during Cnnstruetitm wia in all ewers be detu-nnine€I by the Engineer.od authorized by the Developer in wri ting. g5_-5.3 COORDII t t7F CONTRACT DOCUMENTS,, -rbL: C'ontrwt Docurneau arc made ug of several � skins, which, takcn together, arrl intended to de fibe< and provide for a complete and useful project, and any >equimments appearing in one of tho seettons is w binding as though it occ4n and in all Neadan& in case of dis=pa=ies, figured dimem ions shall govern over scaled dirmcuions. Pic droll govem ovci- 5ptvitications,'Spe.cial Gandidom shWl govem neer General Cmdidors and Standard Spmaficatinw, and qu mutim spawn on thr PUka shall govern over those shown in proposal,Trio Contractor shall not takr udvmta&c of any appureat error or omission in die Contract Ducun=ts, and the Dcvelepear dull be pernsitted to make such correctinivi nr intwpreWions m may-he deemed n=aswy for the fuIfillmmi c+f the intent of the Contract Documents. In the event the Contractor dincuvcm an spparutt error or discrqumy, he shall iinmediaWly call th>L condition to the attcntiun of the Eugia=, 5-5-4 CC QPERATION OF CONTRACTOR- The Cununec r will be fimidsli jd with three'wts of the Contract Documents and sbaU have available on the site`of the project at all limes one set of such Contract Dcw'u menta_ The Contractor slierli give to the work the comstant attention necenary to fac:ilitarc the prc9mm thereof and shall cooperate with the Engineer,his inspector,and other cantractorg in every possible way, The Contractor shall at all times have competent persannel avagable to the project si to fur proper pe Abnnance of the work. The Contractor shall provide and maintain at all times at tho site of the prvj&A t a canyaeten4 Engl-M peak ng superintendent and nn mssist=t who are fully autheri d to act as Ll a Contractor's agent an the work. Such superinWndcni aad his aasistaut shall he capable of reading and mderstanding the Contract Documents and shalt mcoiva and firli'rll rastructiom Burn the Devckvu, lhie Engireeer, or his authorized repm=1atives. Pursuant to this responsibility of the Conrrwt,or. die C6nt£nGtw shall dcsigrmte in writing to the L nblfi- :er, tlyc rescue, address,and teiephone number of an gsai;stxitzr to the project superiatetndent,such assistant to have the same authority,in the;absence of titre pmjec t Superintendent,to act iks the Contractor's 9L►,Mt on the work. Such&99istmnt proyect superintendent shall be it midwt of Tarratlt County,Texas and shall be subject to eadl,os is the pi nject gaperurrendent. at any time of die day or night on any day of the week on which the Fngin= dct--=i=s that circa mstarrces require the Vresmce on the project site Df it mpmentative of the Contractor to adequately providr for the safety or convenience of the travehng public or true ownem of die property across which the prujmt exte zids or die:safety of propwW contiguous to the project ruuti ig. The Contractor ytiall provide all f tedides to enable tho Engineer and his inspector to examine and i nspee r tha wrearkmawhip aqd euateriafS entering into tlm work - C 5-5.5 EMERGVNCY AND/oR RE=I[:ATi(]N WORK, When, in the.opinion of the Miginem a Londitran of cmnrgcmay exists relalr-d to sky-part of the work. the Conauctor, or the Carinctor duuugh his dmignated repmSbinta#ive, Audl re Vond wfth dispatch to a verbal request made by the Engiueer to ullevinte die eawrgerrcy condition. Snch a response shall occur clay or night,whether du-project is s chedu led on a cnlendar-&-y or on a warp-day basis. C5- (1) MY OF lirOlf T WOR' H WATER DEPAlt'1'14i1(NT PART C-GENERAL CONDITIONS Should the C:rtutrarxor fail to resrpornd to a request fro= the Emginee r to rea yy any discrepmciea, omissiom, ar correct ms necessary to a mfmm with the m7iirenxetuss of the project specifications or picas, the Engineer shall give the contraotor wrifton notice that such watk ar changes are to be performed_ The wntten notice shntl direct attention to the discrepant condition and request the ContmLtor to trke remedial acdon to correct-the condition. Tin tie event that the Contractor does not take positive 8 to fulfill this wrinea mquest, or does not show just cause for oat ta"g the groper action.within 24 hours, the Devakper or the City runny M)w-such remedial action by force wi;aunt or by contraut. 'lite Developer shall thm deduct an nmount oquxl to the entire cg5ts for such n=edintJ wtiarr phos 2.5°,x, from any funds due the Contmtor an the 5-5.6 FIELD OFF3G : The Contractor shall provide, at no extra compnt ticm, = n&quat,c Ecld office far u�e of the F.aginew,if specifically called far,The Field office alu R by not loss than 10 by 14 fleet ba fl"area,substanda.ily constructed, waU heat3ed,vcati7ated,fighirdf and vtrosthegvoof,ro thatdoxtmraatts will nat W 4=agcd by the elements. C 5-51 CO XTION STAKES Ths EnginecrwM furnish Am Coattnctor withal]Jam, grw es,and rrke:smements necessary to the ptopMYpM50W6on and control of the work carih cted for in these Conttsct Mwmenis. nrnd Unes, gmdea and weasummcnts will be oat abbahed by means of surf s or adwx m0ornary medvA of marking.as may be forted aornsiatent with good prmetic e. These stakes or maskings ahull be sat 9ufikiantly in advance of ccEutrucliun operadom to avoid delay. Sub stakes or marlangs as may be oatabhshed for rho Contmotor's use of guidance shall be preserved bar the Contractor until he iff authwutd by the Enginmr to rem re them. Whemover, m the opinion of the Engntwer, tiny stakes ur marlduga have been carelessly or willfully dc9 r'oycd,disturbed, or.removed by the Contmotor or soy of his employees, the full cast of rcplacirz; such shakes or marks plus 25% will be oharged against the Contractor, and the fill arnnvat-rill be doe wed.firm pq rneni due the Coins tun C 5-5.8 ALUHORXFY 01 INSPEC'T 119— Inspectors will be audwrized to impatdt ail work done incl to bo d me and all materials furnished.Such Lwpoaion my exter d to all or any part of the won't,and the piWara€iou or mknufactLOng of the rnatr_rWa to.be used w equipment to be installcd-An inspector may be stationed alt the work to report.to the Engineer as to the progress of the werk and the ma;t=in which it i8 bt.°ing perfonned,to report any avfrftm i!that the materials being furnished or dw work being performed by the Contractor Braila to fuifnll the requirements of the Contract Documents,and to call the attention of'the Cennw+ or to any such factum or other infringements.Such inspection or lark of i nspeOon will not relieve the Ctautractvr fi-out any obligation to perform the wca*is accorduoco with the roquinments of the Contract L]muraents. In case of any apute arising between te C:ontraowr and Lha l%Vwtor as to flee mawrWs or equipment furnished or the amnser ofp�-rforming the work, the inspector will have authority to wject rtaroria15�or �quipmcnt or sugpaM work unci I the question at issue cue be wl4wr d to,and be de-idcd by the E.ngi =''The inx tar will not,howaver,be authorized to revoke,alter,enlarge.or release any requirement of these Contract DLceuments,nen•to upprove or accept any portion er section of the work,nor to issue any instwdom contrary to die requireiueans of floe Contract Ducwm anis.. He will in ne cake act a$sum or remaa or perform any other duties for the Contractor,or inIm fee wish the m agement or ope melon of the work.He will not accept fi-um the C.csnlracoDf any compemtmdon in any form for pm fntming miy duties. TTse Contactor shall regard and obey the dirwdons and imtrucdous of the lnmpntor or Eogineer when the-same-am oanmistrtnt with obiigativas of the Contract Lam mems.provided,however,jthould the Contmcwrobject tri any aiders or instmudL ns of the inspector,the Contractor=y'within six days make written appeal to ihn Engineer tar hips decision on dw-matter in csnutrovmy, tv -5.9 ClQLq, The Cpohimor shall Akruish the Engineer widi every reasauablc faudity for=claint„g whr er ar not the work as performed is in acoord=o with tho requirements of,the C oninva IToc cram. If the pHn neer so requests, the CO ntrrat:torsh .at any time before necepmnrx of the work,remove or uncover such porticaof the finished work as may be dirmw—LL ABcr exami utdon, the Contractor shall restort said portions of the work to &r stwidard required by the Contract DoLumc L& Should the work exposed or examinind p awe ac"ptable, the uncovering or removing and replacing of the covering or tnaki W good of the parts r=oved shall he paid for as extra work,bua shanld the work su exposed or u=m i„ed pwva ter he unarecp#ab le,the uncovering or me oving and the replacing of all adjac nt defective or damaged parts stroll beat the Coatractues expense,Nor work nhxll la:dcrw or materiab;used without suitablo suprrv6ion at inSpectinn, 5-5 ( ) CM OF FORT WORTH WA'TFA DEPARTIbM4T PART C:—GF.NK A.L CONDITIONS C 5-5.10 REMOVAL OF DFFEC'i"lVE AND UNAUTHORIZED WORK: All work, nrateriahs, or equipment which hail been rejecu>1 shall Ire remedied or reruoved anti replaced in un =:eptable mmmer by the Contn3Ltor at his own expensu, Work done heyond the linos and gmdes givau or as shown on the Pians, except as hemiri specificsHy pruvkW. or mry extra warts done-wal out writti m authori ty, will be con_aiderei as unauthorized and done at the expense of the Contractor anti will nut bo paid for by the a] velopen Work so'done may be ordered retnoved at the Contractor's expense. Upon the failure on the part of the Cont wtor to comply with any- order of the Engineer made under the pmdsians of tl-ss paragraph, hire Engineer will have the authcdty to car se-defective work to be remedied or mmwmd and replac:cd and unautl►ori eed work to bo mnioved,-and ilia rzst duicofmay be deducted from any unci q dot or to bei.Aa=due to the Con(rwC Dr. C 5-5.1 1 SOURCE OF SUPPLY ANT)QUAL rU OF MATERIALI The asterisk deli 11 be of this best quality procurable, as required by the Contract Documents and all arrrc^ndmorits and revisions dwmof. Tba Contractor almll not commence dctivery oftmy muteri*until die Fngir=r has approved the source of supply. Only materials and equipmmat conforming to these Contract Dwumears shall be used in U work and such materials or equiprnomt shafl be used only alder the Engineer leas given written approval and only so long as the gruality of said mateeiOF, remains equal to the requi-,Raw its of the Contra Documerus, The Contractor 3MI furnish approved rnatubl from other gources if toy any reasom the.produnt from any source at any base he se coinmrancemeat or during the prosmution of tic work proves to be uimcceptable.After appsnval, any nati;rials, which have become mixed with or coated with dirt or any other f6faign substance or otherwise damaged during dw delivmy and handling will not be perm hied in the woek. C - 5 Where. in the;opinion of this Eri&aur,or as called for iu thin Crlmirael aocumcrcls, tests of materials or eg4tnent arc necrssury, such testa will be mado ijt the expense of and paid for direct to the testitag agoneyfi by the City unless otherwise sperifical ly pLuvided. The failure of tha City to nuke any teats of materials shall in no way rehew the Contrtator of his ruspons-bxlity Of fL TFIJAIrtg Tnaterials and equipment. Cutty conforming to die requirements of tho Contrwt Dmuments. Texts and sampling of materials. unless ntherwisc apcoffted, will be mails lir acrrardancc with the latest rnekhods prescribcd by the AineEnan Society fidr Testing iwlatctialm or specific requiminents of the City of Fort Worth.The CoWmetor shall provide such faofli#ies as the l ngrnecr may require for colieding orad far-warding samples and s1WI not, withe+ut ipeciftu written perrntsaiarn of the Euginmr, use the matr~rials repr7santed by the sampled until tesla have been made and the rmtmiaN approved for usa_The Contractor will fumittlt adequarn samples widiou t charge to the City. In emu of oaatcretc, the aggregates,design minimum, end the mixiiu& and nn parting equipment shall be appruved by the Engineer before any cum:rete in pulsed, acrd the contriictor shall he responsible to remove any concrete that docs not tenet the requircments of the Conduct Dacuruents. Tests shall be made at lewt 9 days prior to the placing of cunorcte, using samples from the soma aggTe&ate,semen,and mores,which are to be used later in the L;cpnurcto. Should the source Ofaupply+ change,rules test}€'th' ll be mails prior to thn UW of the new unatr MIS. C 5-5.13 STORAGE.OF MATERIALS, All rnawriala which are to he ust-d in the construction opera don shall be stored ea as to inure tho preservation of their quality and Ming of the work. When dimoled by the Engin cr, tlhey shall be p laced on wood= platforms ar other hard, clean, tumble aurfaces and not on the ground, :laid'sbi& be placed tinder cover wlien direuted. Stored materials~hall be placed and located so as to f*o+1+t at prumpt iavme t]on.. C 5-5.14 EXiST1NG STRUCTURES, The Plans ahow the location ofa t known aeace and subsurface sttueNreA. Ifow , tht incatiim ofn=y gas rosins'.watttr mains,conduits,sewer lines,axe.,is unknown to tits Develaper or City.and tiro LNwrloper and City aaen=e no respunsibifity for f wee to show any or all such xtrwtures on die'Plasms or 44 show dyem in their exact lrrcattcuz It is mutually oWeed that such failure will not be considered mffieienl basis for claims fair additional compensation for extra work or for imzeasing the Fray quantity m any mariner whatsoever, unless an obstn on cap uuercd is such as to necessitate clt� in the lines and grades of coat idemhle magnitude or requites the building of speci nt works,pmvision rear which is net mode in the Contract Docmenti,in which case tlse provision in d=ie-Cont=t Elccurnarrt.s for extra work shall ply. I C 5-5.15 IIdTF:R UPTION OF SERVICE: a. NORMAL PROSECUTION, In the noraiai prosecution of work where the intamption of service: .is-- necessary,the conft=tur,al least 24 hours m advance,shaIl be TEquired to: 1. Na4ify the Water Dep soya Distnbutiom Division as to lotion, tirnt,and schedule of service interruption; S- (3) CM OF FORT WORTH WATER DEPARME NT PART C T GEd PAUL CON1Jl'J'ION s 2. Notify each cuslamer personally thcnugh mspnnsible personnel m to tirne and scluA&nfthe intemipfim of their SU-Vim;or 3. Tn the event that personal nuk&ation of a customer vamnot be matte, a prcpnred tag form shall be alt wlad to thG cwtomer's entrance do duwb.'iota tag shall bo durable in composition,and in large hold type shat l say- *;N0U4a4P Due to[etahty Jmprovmaents in your neighborhood,yotw(water)(sewer) scrvice will be intuzrVeA oa beNmmm the hours-of and I"his inconvenience wi 11 be tis short as possible T tnk you, Comft'aotor Addrm Mane K F,MEPGIENCY. In the event that an unfcregre-a service inturrupdQn ox s,notice shall be aw above,but Immediate, -5.16.141LFMAL R SPONSIBUJFY OF CONTRAGIPRI K through nets or neglect an the pert of.the C'onrwtor, any otht r Contractor or any sub-etmrnctnr shall suPf`ar loss or damage on the wodc, the contractor agrees#o settle with sua other Coatmetor or subcontractor by agmctrreul or arbitration. if such other Corot-actor or sub-onntrwiar sh4l l assent any claim against the Developer nr City on accountimage of=y age alileged ro have bean suata.itwdr itw Developer or City will notify the Contractor,who shall indemif'y,and save hmnless thr Dcvaloper crud City againflt any sucle claim. C 55.17 CLEAU-UA: Clean-up of surplus an&or waste materials accu=latud oa d=job a tic during the prosecution of the work under throe Contract laments shell lac arx=pliished in beeping with m daily mutiny established to the satisfkboii of the Bngimer. Twenty-iaur hcmrs alter written notice e 6 given to the Contractor That the clean-up vet [he job Mita is proceeding in a manner utxsatinfsctnry to the Enginecr, if tine Contrst:tor fails to carried die unsatisfactory pfocedure, fixe Developer or the City may take such direct actinn as the Engineer deems apprn uiatc to corset the cleun-up deficiencies ciied to the Contractor in die wn ma notice, and dic costes of such direr# ac:tiott, piers 25%of such coats,shall be dodncted from loonies duc or to bre=w due to the Contractor. Ultnn the compkiion of the project us a whale as coveted by these Comma Documents, and b&fare dinnl acceptance and final payment will be vxadc, the Contractor shall clean end remove from the site of the pmjeci al I ranplus and discarded msturWs. temporary struelutrs,and debris oforrery kind.$e shall leave thesite of all work in a neat cad ovimiy caudidpn equal to thsl wlu�h originally existed. Smplus and vmAc materials tanoved£rout the eito of the work shall be d.ispowd of at locations satisfactory tD dfw EnSinam No extra compemmficin wM be made to the C"atth=tar for any clean-up mquired on the projML 5-5.18 E24AL JNSPF[' QN: -Whenever chc work provided for in and eont=plated uwlcr the Contract Documents hay been satisft►ctnrify eornpletad and final cleanup performed, the Engineer in ckarge of the work will notify the proper officials of the Developer and regnmthst the final Impecticn be Tnade. Sup inspucticn wW be mads within 10 days after such noufieation- Alter such Final Inspection, if the work �ind mawriala tend equipment are found [o be anafactory, the Contractor will be notified in writing of the accepLamcc of the snme. No time char will made moist the Coatractor between said date ofnnt Mcahcn of the Engineer and the date of Find bmpection ofthe work. C5-5 (4) CITY OF FORT WORTH WATE,R DEPARTMENT PART C—GENERAL CONDMONS SIE tION C&6 LEGAL RELA-nONS AND PU13LiC RI SPONSIBrLITY Q&t&l LAJYS TO BE OBSERVED:The Con"ctor shall at all times observe and comply with all Fed=I and State haws and City ordinaanex and regulrttions which is any way afka the cvnduot of t ie.work or his operations. and shrill observe and.comply with all orders, laws, ordinances and rego a bow whish exist or which may be euacted latter by bodies having jurisdiction or authority for such enactment, No plea of minwderstauding or ignormwo thereof wd] be considered The Contractcu and his Sweeties shall indemniFy and save harmless Jie Developer aad the City and all of their officers, agents, and emplayccN egaimt any and all claim of liability arising from or haled on the violgtion of such law, ordinartre, re rl:adon, or order,whether it be by bhn-wHor his employees, C 6-b.i P>"fC5.}11+1I) MCENSES The Contractor stroll procure all peewits and licenses,pay 4 charges, costs=d fres, and gives at aotLmg woesssry and incident to the due and lawful psise=ion of the work. C 6-6.3 PATENT DEVICES,MATERIALS AND PROC S�_S� If the Corntnctw is required or dacir to use stray design, device,Wil,or pracar,covered by lettrx,pruent,or ec4pyright, hn shall provide tvr such use by g ilable legal agreement and it is mutmily agrwed and understood that without rmwptiou the s:untmet price shall include all wyaldn or cost arising from pa=ta, trade-marks,and copyrights in airy way involved in the work. 'Ree Contractor and his Sureties stall indeinuiff. anti save bmt dnzi the Dcvcluapct and the City from any and all claim fvr infringement by reawn of thv use of any such patenfed design. device, material, or process, or any tradc-m ark or copyright in crnmeotion with the work agread to be taerfarrned under these Contract Dommients, and shall indeuuufy ilia Developer mid City fix•any covet, expense, or darnage which it mny bur obliged to pair.by reason QS'swh infringment at any bate during the pwnuution of the work or after compludon of the work. provided, howcvrr, that the Dmelopm will assume the mttpomihility to defend arty and all gaits bmu& for the iaifrJ.ragetnent of any patens claimed to be irtbringed upon by tho design, type of construefi sn or mitrrial or equipment specified in the Ciro leant DaciAments Mraiished the Contractty by tin Developer,and to hold the Coutractor and the City harmless on account ofRuch aunts. C} 6-6.4 SANITARY PROV,LSTONS: 'lac Contractor shall nstablikh and nn£orGe among hie employees surlt reg"oor in regard to cleanliness and dispaaal of garbage urtd waste as will tnid to pm+fw the iuceptioo and spread of infectious or Contagium s, diseases and to effectively prevent the creation of a nuisamZc about the work un any praperty eitlwr public,.or private, and such mgulatians as are required by the Eraginver-skrmlI N!put into imanedisate fu=and erect by tlae Conftw r, The ia&mssary samstary convex►tonccs for use of laborers on the work, properly noluded Form public obsenmOnn. shall be constructed and maintained by the C ontrawor in such a was or and at such paint a<4 will be approved by the Enginc cr, and their use-clean be strictly enfotvA by the Cwrtrktor- All such facilities shall be kept in a clean and�mif(My coadition, fee e fmm objectionable bdon so m that to cause a nuiszance. Alltr r~i tart' laws and regulation of the State of Tema Enid City shall be strictly eniruplied with- C 6-6_5 lrUBLIC SAYETY-ANI) CONVENIENCE: Materials or cgnipmcnt stoned about the wojk shall be so placed and used,-aEd sae vork shall at al l times be i5o carsducted.as to cause no gmatce obstruction or ince>nvenimwe to tine public than is.rpu@idered to be absolutely necess+au by the Bn&eer, The Con czar is required to mairgain at all times al I phases of his work-in sue$ & mann r 2% not to i npuir the safety or ounvw ience of the public, i.ticluding, but not ;i nited to, safa 4nd 0=veaiml infirm and egress to property cgndguous to the work area. Tice Coun tur shall make adequate prnvisions in r r reasonable ingress.and egress for normal vchkular traffic,except:truing nctunI p-aching az pipe installation operasiew, at all driveway txossings..Such provisions may include bridging,pJnmrneut of crushed stoznc or gravel,or sut:b othar means of providing proper lagenas tend rgrras for the property served by the driveway-as the Lugirteer Dray appmvc as appropriate. Such other means mV include the diveniou of driveway traffic,with specific approval by the Lagiueer.Lf the divwsiwi of traffic is approved by tM Euvineer at any location,the Corutractor shall maim arraage.=ti sadsfiscrary to the Rugineu for die diversion of offic, and dwell, at his own expense, pmvida alb materiaks and perfcffm all work necessary for the construction and m4intcnance of roadways and brioe;s for avoir diversion of traffic. Ssdevakss mu not be-obstructed except by special pemlission of the Engineer. The nuaterinls excavated and the construction inaterial vnch m pipe and in the construelina of the work shall be placed so no not to emiauger the work or pmve'nt free access to all fare hydrants, foe alarm boxes, police call boxes, water w0vea, SM valves,or mauholcs in khe vicinity.The Developer=dfor the City reserve the right to remedy any ue&ct on the part of die Contractor ns regards to public convenimxt n mid sgfaty which tray conic w its attention, after twenty-four hours no#ce in writing err the Contractor,save in cam of emergency when it shall have tile right to mmedy any rWgkct without notice, and in eithrr ease, the coo of xuoh work.done or materials ftunished by tate Devic er err by the City slidI be deducted fi m monies dire or to become dune to tlic Coutractvr. + V ;: C6 (1 CITY OF FORT WORTH WATER DEl'AATMEN T PART C-GWERAL CONDMONS 'Me Contractor,atter approval of the F_ngineer,shall notify tic biro Deparmvrit headquarters,Traffic Engineer, and ]drone Delmtroent,Awn any street or allay is closed(ir obstruoted or any fire hydrant is made i na=esaible, and,when so directed by the Engineer, shall keep any strut, strocts, or highways is condition for unabawatcd use by firm apparatus. The Contractor shall promptly north fire Fire Department H42adquarters when all such obBmwled streets, alleys,or hydro ats are again placed back in service. Where the Contractor ids requited to ci)m0mct tcmp�)raty bridges or make other arrangements for evassing over ditelm cu streams,his.reWonsibil ity for accidents ccides iii Coancodon with suoh crosaingat shall include the dway approaches ars.well as the nttuc:w=of sw.A crossings. The Conttwor shall,at ell times conduct hiocpemtkm and the use of=utruchan machinery so as not to damage or destroy trim,i and shrubs located in rides prnximity to or on the site of the work Wherever any such dnmage tnay be done, the C'.anhuctor stall ir;uraediataly satiis..fy aUl Iskim of property ownm, and no payment will be made by the Developer in aeWoincnt of such claims,The Cont minor shall Ede with the Engine it writm ENtement showing all such claims adjusted. C 6-6,6 €'XBaLEQES C1F CONTRACTOR IN STREM, AUIM, AND RlC HT&OF-WAY, For thr-pa*rrnmce of the oGntnw-t,the Ctmtr=tur will be perp ted to use and occupy such portions of the public streets arta alleys,or athcrpublsc place-7 or other riota-ijf--way as proved for in dw-ordinwxe5 Of tree Citic,sns 41crwn in the Contract Dncusrrents, or as may Sr' Vmificaity austmri� by the Engiucer. A reagunarble amount of tools, materials, and cg7T Sept for eonekuntion purposes mny be stored in such apace, but not more than is rwcCenary to Avoid delay in the construction operations. Excavated and wast;_-.nuiterials NImil be piled or stacked in such a way aN not to interfere with the-use of spru m that may ba de<signatod to he left frac and um{obstructed mW so as-not td inconv==' L:e O=upants a f Apeent gropa*. If the street is occupied by miilway tmaks, tiro work%trail hn.cmriad an in v=h monose as not to interfere with the ap=tinn of daiong.IuMing or unloading of cars, etc:, Other rnntraae cm of the Dewlcper or tie City may, feu All purposes required by this cmtwt cnlEe upon rite w+xk premmes resod by the Contractor mol shat I be provided-all reasonable facilities and FmiAmwe Um the ixurpJ ft of adjoining Work. Any additional grounds dcgiM by the cxcmUaator for his use xhall be provided by hirer at his 01v]t cost and expense_ C: 6-5.7 RAILWAY CROSUNGS VAien the wLnk en=achcs upon unty right-of-ways of any railway'the City will see=tic neomary easem=t fords wn&Where the railway trucks are to be cussed, the Contractor shall observe all die regulations and instruction of the railway comp=y as tD the methods of performing the work and mica all prenauti=3 for safety of propel' and the public. Negotiations with the railway companica for pennits.shafI be deme by and through tic City, The Contractor alp Al give the City notice not less than five day:r prior to the time of his intentiana to bis&work un that portion of the project which is rolatud tv the Mlway properties. Tho Owtraster will not be given extra or additional compeasaEon Jiar awb railway crossings=L-4s spor fimliy ucr#`nrdi in theCuntmot Documftu, C 6.6.8 BARRICADES, WARNUNGS AND WATCTIMN. VAicre the work is carried cal in or adjacent to any street, alley,or public placer the.Qmtrwtor shall at his own expense fumish, erect. and ntrstintain such barricadtx, fences,lights and danger signets. shall prolAde gmh wat,chmcn, and sball talk all such other pr=autionary measures for 62 pwtect= of pm-sGm or property and of the work as are tsccessm y, Barricades and woes shall be painted in a.collar that will be visibk at night, Fsoz =met to auarise, the Contractor shall fuirmi h and mainfnin at least one easily visibie hunting light at each barricade.A auf tient number of barricades shall be erected and maintained to keep pedestrians away fram, and vehkies from being driven cm or into, any work under cousuvation or being mise Wa W,The Cantracter shall furnish watchmen and keep them at their razipectiva assignments in wfliaient numbers to protect tttn work and prevent accident or damage. 'Lhc CDntraeJur will be held responsible for all damp to work or the public due to failure of burricades..signs, }'cocas, h his, or watchmen to protect Cham. Whenever evidence is found of such damage to the.work, the lrngincu may ordar the damaged portion immediately removed and replaced by dw.Contna r at dna camtrnotce*#wn expean. Tine Contrnatces reaponsibiIity for the mainicnanae of barzi£adess, signs, fences and lights, and for providing watchmen shall not cease wail the project shall have bean completcd and acc.epted by the D4�-vw~loper. No compen aitiM except nq specifically provided in these Canorgct DoLumenK will be plaid to the Contactor for the work and materials involved in the constructing, providing, wW maintain of banicadus, sem. f mccs, and lights or fbi- Sate+rim of watchmen, for the su bsoquent removal and d4oaal.of such bardcadc$, 69m, or for away other irwidentak aen uR " for the. groper prowtion,safety aad oouvmnier of the pablii�during the cotrtrart period, ai this work is considered to be sub6diaty to the sevesu] i paths for which w:n t or lump sir prices tau mquested in the Ptopimal. C6-t} ( ) CITY OF FORT WORTH WATER DEPARTMENT PAIN C--GENERAL COlq;i}i'!`IONS Cr 6-6,2 LttE.f}F E7CPLOSUaSS DROP WEIGHT, MShould floe contactor elect to use expfosives, ibmp weight. etc,, in the prosecution of the ww k, the wirmst camp shall be exercised at al l tires so as not to endanger life or proporty. Tim Contractor shall naEfy the proper represmuive of any pubho service corpoiVion, any company, individual, or utility, the Owner, and fire City-of Tort Worth, not Iess than z4ht hours Li advance of the use of any'activity which might damage or endanger their or abia property along or adjacent to the warlc- basic blasting is to be permitted on the project,as Vu ified in thr Special Caritraot Documents,the Contractor s1mil suLvm t his blasting proce&res W the Engineer hi wiitin�g prier to commeucing and shall furnish evidence that his imumnce carrier docs not object co these h Casting pracedarm, All claims shall be iuvestigatcd and a written report muds by the insuk to the Engineer within ten (10) d4ys anter receipt of written notice Co fire Contrwter of the claim, by either tate City, the Developer or the claimant. if claimmi gives verbal wdce he ;hall he mquested to verify the claim in writing. in any case, however, the City and Developer shall proceed to give both verbal and written afire to the Cantractor. Blasting may be suspended by tete Engineer if.a substandal number of complaints arc received and blasting still not be rasumcd uatil the cau_sc of the complaints has been elimina6ci Whenever explosives are stored or kep4 they shall be stored ist a safe and scuum manner and rill storage places shall be plainly marked "DANGEROUS FAFLOS ES" and &hail be under the care of a competeott wat&man at all times. All vehiclm- in which explosims are being trzrnVorted shall be plainly marked as mentioned above and shall, znsofar as Possible,not Wa hravy tza cxoutcs. C 6-6.10QR)C WrIHM EAS A+S _NTS: Where the woriz passes over, through., or into-privare property, the Cit will provide such right-o t-way-or easement privileges w the City may deeru nems'ary for the prosecution Df the work. Any additimW rights-qf wuy or vmrk area considered necassary by than Conoucter strould be providr i by him at his own expemc- II& City shall be notified in writing as to than rights so acquimd before work brims in the affected area. 'Ilse Contractor ahatl not eater upon private property Par any purpose without having previously obtained pearttission from dw- owner of such proporty. The ComtractarwilI not be allowed-to-sture equipmeut or material on private pmparty unless and until Lho spwifmd approval of the pmpaaty owner hay been sewed in writing by We Cantrwwr and a atopy Filalislted to doe Engineer. Unless specifically provided othcrwis6, the Ca n"ctor shall clear all rights-of-way or ememenu of obatructiow whka must be removed to tnal a passible prosper prosecution of die work as a part of dx:project construction operations. The Contractor Phnll lie raWnsible Far dw preservation of and ahull utae every precaution to prevent damge to all trees, Shrubbery, plants, lawU, fences, culvem, curbing, and all other types of s"Ourea or impravrznents. to all vaster, sewer, and gas lines, to 4 uanduits. aaverhead pole Lincs,or appurtaru=w thcrepf, inclading the consl=lion of tcmporsry t'ernees, and to all rather pub«ur privatc.property aleng or adjac=t to the work The Contractor shal I noti Fy the proper mptusentatives of pwners er ncaupantfi of puhlic or private Tariffs or intrxest in lands which might be affected by the wassir_Such notice stall he mads at least 4R haunt in advance of the begin t g of the work- Notices shall be applicable to both public or privntc utility mrnpaniss or any corporation, company, individual. or other. either as owuets or occupants. whore Jami or int=st in laud taigbt he aft ted by the want_ The contractor shall be tesponaibie for all damage or itt ury to property of imy character resulting firm any act, omissior4 neglect, or misconduct in the n,an ler or method of executicsn of tie-work, or at any time die to defective work, mabeiiul. or equiprnent, std laid respDnst"bility ghaU not be Yeleased until eGRer #fie work shall have been completed by the Cvntnwtar aM auctPicd by der Developer, When olid vdxwe aay direct or i 3direct damage or injury is clone to public or private property an account of+any act,omission, nealcvi air misconduct bi thu execution of the wdrk, or in caasequence of the rive-execution thereof on the Plitt of tltr Contractor, he shall raglore ar bave restorad at hiQ own cost and expense such property to a condition at Icast equal to that existing bdbm :tr oh damage ar injury was dons, by rq*hi g, rubudding, or otherwise replacing and restoring as may be dimeted by the E"ineer, ur he-9hall make grind such dlamagea or 6jwy us a manner acceptable to the owner of the ptogmrty and dir Rnginecr. In case of i`adurc on the part of the Contractor to restore awl property or mike good such darnmgc or injury, the En&uar may, up= 4S hours written nadce under ordinary cirrus tans . and without notice whenn-a nuisarme or hazardous condition rm lts,.proeeed to repair,rebuild, or odwxwise restore great ptnperty ss tnay be dotcrnvned to lie necessary,and die cast thereby wili be&ducted Rum any monies due'r r to bwzmo due to din Contractor under this ccnaact. 6- ( ) CITY OF FORT'V Dit'IH WATER DIPART'lKENT PARTC—GENERAL CONDI ONS C 6-6.11 CON RACTOR'S RESPONSIBU=La FDR DAMAGE CLAIMS:C'.onnu&ar covena='and agrees w in&rnaify Developer's engineer and its personnel at Lha project site for cuntm-,tor's sale nagbgmce. In addition,Contruc wr covenants and agm=to indi3mmify, bold harmless gond defends at its awn eapevae, the Developer and dw City, their officers,-ser uas and emplayees, tivm and agnin5t.any and all claims i�r-suits fiat property lass, property damage. par.�Onul iF 3ury, imiuding dndir ariging out of, or allogad to arise but af; the±work and suvices to be.perfumed hcr=Mdw by Conft=tor, its officers, agents,ernplo ees,subcontractors,licca&ces or invitees, whether ar not an psych iajug,damage or death A,mored, its whale or in part, by t14e nggligenve or ul#eged nggMexrce of the l7 alp yr a p 1lreir o, cers, serw nfs or malows, Contractor la"wao covenants wid agrees to indernnffy and Wd hamniess the Developer And the City from and against any and all injuries to Develeper or City's offimm, sone mea and ompinyees and any damage, logs or dcstruction to property of the Developer or llie City arising ti"om the pmdbmanc:c of any of the tams Md conditions of thLi.s CcaDwt, whether or not any such heigry ar dungWe_h;roused In Whole or in part by the tee li errce or g1leged qCgh erre of the Devala er or the GFty. their offiroLrs, servants or p Vloyee& In the event the Developer or the City receives it written claim for damages against the C oat for or its su.rbcontractars prior to anal paym=I, fnml payrnmt shall eat he made until Coatmaor either (a) submits to 83a Davelopor umd the City s^a"ozory evidence that the claim has been settled andVor a release from the claimant involve(l,or(b)provides Developer and dye City with a loucr From Contmotur's Liability ingwa-taw carrier a nowledging that the claim has been referred to the insurance carrier. Ile City or tic Dmelupur me y, if decmcd appropriate, ofw to accept brio on any other Devekjw or City of Fart Worth public work from a contractor against whom a claim for demagog Ls outwndLiug as a result of work p$r#brrmed Un&r a City Contmat or a Ileveloper-Awarded community facilities oontmct. C 6-6.12CO t1, t;.G ZJE R DAMAQES; Should the C ontraator.claim compensati=for any alleged dannge by amen of the acts Dr vniimimjs of the Developer or the City, lie shall within du= clays after actual suataiaing a such alleged damage, niaLr.a written Htatement to the Luginemr,netting out to detail the mature of tdie alleged damage, and nn or bcfare thu 25s' day of thin mmLtb suedling d►at in which auy such daTmge is claimed to have #era, gusia.i cd, the Contimutor shall file with the angfnccr an itemizvA statement of the dosis and amount of ouch idkgcd danysge and, upon requLst shall giva the Engineer access to all boobs of account, receipts, vouchers, bills of lading, and other books or paw Containing any ouf€Ccn:.c as to the.awmml cif sash allvgcd damage. Unless such statements shell he f0ed as herein above- required, the Cantraat€or'e claim for compensa<tian stall he waived, mW Aja shall not be entitled tis payment an account of such dMuges. Q.6_+-.6rI3_Aj2XST R4T OR IttM)CATION OF PUBLIC LMLrnj?SgTC_,; In ca$e it ix nwEga y w chAng, mov?' or altur in any man=w the property of a public utility or othm, the said property dull not he mavrd or intctltred with until arden thuupon fwve been issued by the Engineer. 'Stye right Is xeaarvad to the ownm of public utilities to cnie' Clic. gaogra*oal Juries of the Contend for the purpose of makng saiaht chmgea or repairs Io flutir property lhat may be tica ssry by the perl'esmancc ol`"contract. 6-6.14 TEMWRAIYEGkfFR AND pMM CiNEC 17015: When e> ting sever lines have to be takers up or r=nvcd, the Contractor rth . at his owe oxpensc and cost,provide.and maintain temporary cutlets and connection for all private or puh& drams and mwar&Tbt ntractor aludl aLqo take care of all sewage and drkinage which will be rew ved From these drains and sewers, and fear this purpwe ba shall pruv idc and maintain,at his ovm cost and aspenae,adagwde pumping facilities and temporary.curilets or diversiunt. The Contnwtur, at his awn cert and expense, shall cowiftuct such troughs, pipes, or a dyor structures nccessmy, and be prepawd at all times to dispose of drainage and =wage mccived fttrj le-se temporary cGnaectinm unsll Such times as the pormsucnt coanocdons am bLull and am in geodes, Thn existing sawm and connecdow shI be kept in wivice 4nd maintained under the C'mtmct, except when Vecifmd arordr-red to be alNwidomd by the Fngiooer. All water, sewage, and adder waste a aa.11 be disposed of ins satisfaetury manner so that no nuimnue is creaiteid-and so that trop,work underconWwtion-will be adequately protected. C 6-6.15Ai R l t L92a i ANDCRARGES FOR WATER FURNLS]IM BY INE CITY. Wien the Contractor daguts to usa City water in connecijun with any cnnstrmtinn work,he shall make aornplele and satisfactory am3ngernenm with the 6-i (4) i CITY OF FORT WORTH WATER DEPARTMENT PART C--GENERAL CONDMON5 Fort Wo tth City Water Department for so claim City water furnished to are contractor small Fre delivered to the Cvntr6Aor from a connactim on an exiftmg City main. All piping required beyond the point of deliveq-Oatl he instniled by the Conbrww at his awn axperLgc, 'i he Car truicwr's rwpansrbdity in the use nfaU existing fire hydrae amFor valves is detailed in Se ton E 2-1.2,USE OF ME RMR.ANTS AND VALVES,in chase General Co nttuat Documents. When nsaters are axed In mmF= rho water, the charges, if any, fix seater will be at the rcguiar cstabUshed rates_ When metars arc not used, the charges,if any, will bo as prescribed by the City ordinance.or whore no ord Penance appIies,paymerxt shall be made on estinmtes and rates eatabfishcd by the Direr ton of the Foo Worth Water DeparwZ ent_ C6-C.16 USE OF A SECTION OF PORTION OF T1JE WORK- Whenever, in flee opinion oftbe:Eng.imet, any section or portion of the work or any structure is in nuitsbbe conditions, it may be put into nese upon die wrirmn araler of the Engineer, and such usage.aharl I not be held to be iii arty way an acceptance of said work or structure or any part thereof or as a waiver of any of the pmvisiona-of thew Conmt:Documents. All newssaiy eepairs and nrmovaN of any section o f Lim wade so put into use, due to defectiva mawTiak Or workniawhip,equipment,or to deTicitut opti ations an the part of The Contractor,shs1J be performed by tft�Contractor at his oven expense, C -6-6.17 CON1RP L–MR'S RESP NSTBR TTY FOR THE WORK until written accept=ce by Live Duvelopev as p{ovided for in dmaae Contract Documents, the warp shall be under the-cl=rge and care of the Contractor,and he shall take every necessary precaution W prcvent injury or damage to the work or any pert themof by action of the el�.nwnis or from any cause vvJuttsoever, whether arising from the exectaion or lion-execution of the work. The Contmotor shall rebuild, repair, restore,and make good at his own expense al injures or drainage to$ay portion of the work occasioned by.=y of the herein Causes. -,�l8_NQ WAIVER OF LEGAL LUGM, Inspection by the.Engineer or any urditr by the Developer for payment of money or any pstyrn>:+nt for or a :eptance of any work,or any exMTjsion of time, or any possqsiQn taken by the Developer or City shall not operate as a waiver of my provision of the C=ontract Documents. Arty waivar of any brcm-h of Conb=1 dull I tint be held to bass waiver of any other or subioquent:breach. The D uvelopeT Fesarvea the right to crm r.t any error that may bd diacovered in any estiamt,e that may have Kers paid and to adjust the slime in meet the rcquhc=xtB of tha Contrna Donur=tt3. C 6-6.19 PERSONAL LLkBIL1TY OF PUBLIC 0MC-IAI.S;.In carrying out the inovision of these Contract DoMmaaut<r or in exercising any power of authority granted hoarder, there shall no liability qmn the aufliad ed reprrsentadVcs of the City or Developer,either personally er atherwisc,as tl eyare.sigents rasa wprwLmtafivcs uftbe City arMwekper. C _6_-&2'1 0 S ,TE q6LE5 JAX, On a ceo—et awwdbd by the City of Fort Warth, an aganization which qualifies for exampfion pursuant to din.pmvixiuna of Atticle 20.04 (F) of flan Tc.xm Limited Safea, Excise, and Use Ta.X Act, the. Contmotar may puruhma, rens or lease all materials, srrppli a, equipmeni uaQd or consumed in the PCTfbnUA=e of this c oiah dot by issuing to his supplier an exemption (.e ficate in lieu of die tax,said exemptions certihicata complying with State C+m�]truJler'a Ruling#95.0.07. Any'such exempti<m cedificate issued by l e Contmotor in lieu of thn tax ghuil be subject to the MvIsiom of the State ComptroUer'a Rul*#95.0.09 as amended to he emotive October4 1968. Ou a contract awarded by a developer For the cnmtruck on of u publicly-owned Improvement in a stmet right-of-way ar other easerneist which has been &Aicated to the Public and the City of Fort Worth. an vrgani.mfion which qualified for exemption pursrsanst to etre provisions of Article 20.04 (F) of the Texas U ni rod Sala. Excise, trod 1 Joe Tax Act, the ComTwr tar can piphably be exemptod in the same rnanncr staled above. L 6tcd Shies,f=xciac and Use Tax permit ML be oblaiWd frottr: Camptrotler ofFubiie Accounts Sides Tax Division Calsitol Station Austitr,Texm I C (5) I CITY OF FORT W0fUfH WATIER DUPARTMXNT PART C-GENERAL CONDMON C6-6 (6) CrrV OF FORT W0R"1'H WA'1'L:R DEFrllt'F ENT i PARI*C—GEN MAL CONDITIONS i SEMON C 7-7 PROSLCU ION AND PROGICFSS C 7-7LIPLEED24G;.No portion of the work covumd by dwse Contract Doc ri Lt. exenpr cantracu for pr=Luc and delivery of zn.aterials,shall bc.subiat w ithout written penm.issietrr of the Ehgincer. Ile C antme for shall Wfomt with his own organization, and with the assistiince of workmen under hit hamed.iate mpffinimciemen, work of ra value of les" than fifty (50%) laarcent of the value embraced in the contract, if the Contractor aublets any past of the work to be done under dive Contract DorWneats, he will not under any circum9tances be relieved of the ma u"ibi y and obligatina assumed taider these Ccahmt D&umenu, All tramactioas of the:Engineer will be with rh,e Congractor. Subcontractors will be considered only in the capacity bf eMlbyees or workmen of the Contractor and ahall be subject to the sante requirements as w the character and compe my, The Eagi oer will not recogaize aay sabcontraotor an the WDTk- The'ContFRCWr Shall Ett aII tuneg, when the woik Is- in operation, be represented imithevr in person or by a"superintendent or other designated reprtseniativcs. C 7-7.2 ASSIGNMENT OF COI�MACT:The Contractor shall not assign, transfer,sublet, convey, or adlem'se dispose of the contract or hk rights, fi a.-or interest in or M the same or any part thereof without the praviotn;consent of the Developer and the En noor,and the conrtomneo of tba$uretics. If the Coatraamr clues,without snefr previous consent,assign, transfer, sublet, convey, or otherwise dispose of LE a vontrwt or or bis right, title, or interest therein or any part thereof, to-any pexean or pe rsans, parmmhip, con>pany, firm or corporation, err dem.by bankruptcy, voluatuy or involuntary, or by assignment under the imelvemcy laws ❑f spy state, attempt to diapai�t of t'hC contraut or make default in or abamdgn mid cantrwt, then the contract may, at tilt option of the Developer be revoked and annulled, unless lire Sur dw shall sttccemfully complete said c'untmct, and in the event of stwh revocation or annulment, any monies due nr to become due under or by virtue of said conuwt shall bo retaiwd by the Developer us Iiquidated dmnageq far the reason chat it wauld he impracticable oral eanuaneiy difi`x~u1t to fix the octuul d mages, C 7-7-3 PROSECUTION OF THE WOlt,1C: prior-ta hcgiaaii�g any cooistruction operation* the CDntrnttnr shall submit to the En&etr in fsvr+.or mare copies. if"uested by the Engineer, a pmg:cs schedule profembly in chest or diagram Timm, or a brief outlining in detail and step by stop the manner of larusecuting the work and ordering materiuTA and equipment which Iic exputs to fallow in �rrdor to cQmplere the project in the scheduled time. There shall a1su be submitted a tabic of estimated tunnunt%to he earned by atm Conhactor during each monthly estimate period, T-hn Contractor shall can= nve the work w be performed under this contract within the time limit stied ins these Conti-act Ilucunwois and.sMU conduct the work in a contUtuous manner and with sufficieut equipment, inateriols, and labar-as is uecessw7 to leisure its completion within tilt:time limit. The sequenco of ail ounetnmction opemlions ahall be,at ail times as specified in the Speaia l Contract 14acuraents or approved by tbt: En&eer. Such speciftcation or approval by the Engineer shall not relieve the:Cewuuctar from the fatll rmporafbility of the complete perfbmmnce by the Contrut. Should the pn mutism of the work be discontinued by the Contmctur, hn ahal l nosi.fy die E.ngine�er W t 24 hmis in advanceeyFmsuming opetatinn. ,4 mil l A D 1 OF OpFRAT IQi ; The working apemuons aball at all tunes bo c❑rtducW by the n=tor av iss to ave81e a rninimirm amount of incnnr+Nrsin,-to the public.At any tame when, in dic judgment of the Engineer, the C;tMhwtor heq obstructed, or clascd, m-is c=y* on open dud itr s pu i,an nr a street or public: way greener thea~ is MxMwary for tho proper ex,ceution of thrn work, lite.Engineer may rrquire the.Canttmetor to 11aish the section on which opmaWna.ere in ptugrem before the work i&uaatsm=ed on any additional wcEion or street. C 7-7.5 CHARACTER OF WORKMEN AND EOUIPMEIdT. Local labor shall be used by the C;ona c tnr if avaRabUt. The Cantractoir may bring in mosso uut�ide rites City of Fan Worth hie key men and his mperinWhdent. All t~thar workmen, tncludirag equipment.oporatom,may be imported only after the lowl.supply is exitnusted.The Cnntxractnr shall employ only sueli superinrenden s, limrnen, and workmen who am catroful, competent,-and fully qualifwd to pec- ren the duties ar tasks -assi d to them, and the Engineer may demand 4nd sectors the summary dismi9&al of any person QT-persona amploytd by N! Cont-actor in or ab4M car on the work who. in the opinion of the Engineer, sfiral I rniscombict harrrself or be found to be incnmpotent. diSnc8pectfU1, interalaerate, dishonest. or otherwise objwtionabie or negiectfui in the proper pm-fi�rnmc=of his t)r their duties. or who roglect,; ar mfuses to comply with or carry out the directions of the Engineer, and succi person or pvra rmi&hail not be employed again thereon wiftmit written cwLtant of the Engineer, All wnrkrnm shall have sufficient Rkifl,ability; and oxperiewe to properly perform thu wow assigned to them and operate ?-7 (1) CITY OF FORT WOEUM WATFR Dl&PAR'l'1bLF,NT FART U-GENE,RAL CONDITIONS any equipment Tiowssary to properly carry ou E the podurrnance of the assigned duties. The Contractor shall ftuniRb and maintain on the work all such equipment w is considered to be necessary for pvmccuhon of tic work ui an acceptable mmn=and at a satisfacta y rate of progrrsa All equ*w=t, tools, and mwhinery used for har(dling materials nad mxecadng uny part of the work shall be subject to the approval of the Engineer and shoal he waintnincd in a :aatisfactory,safe and efficient working condition. Eguipmomt as any portion of lite work shall bn sttch that no injury to ate work, wcprkmeri nr adjacent prop"will result fiam its ase. C -7A WORK SC.'1: MUIX-. Elapsed working days-AaiT be computed starting with tho fimt day nC work completed-ae defined in C 1-1.23 Working Day, or axe date stipulated in the Work Order for beginning work, whichever comes Firs Work shall be perlbrmed only during the regular and wxcpwd working hours wually considered to be betwew sunrise atd sunset. No work shall he perFormed during nights, Sundays or regaiar poli ys unless special permission is given by the Engineer.Any such pp�miissian shall not obligate thu L)e toper to maico additional or extra p"c!nt t:)the Contractor on account of such work. Further,abould the nxcessfu l bidder desire to work a regular construction scbedule un bid item work in excess of nine and -half(9 14) hn= per clay, Monday through Friday, it.:thaR be required that be submit a work suhcdalc to the Engineer for approval prior to initiating work on the project. Special authority shall be obtained to work on Saturday. Sunday and ho idays.Approval to work cola Suturdgy.Sunday or holidays shall be obta iwd informally through the project imprctor with a regLzA by Thupsday lrreced ing the weeltcnd, if possible. On Calendar Day projects, the C'onm tar shall be perynittad io work as he ao desires. This appmvad work schedule sholi not he changed by the Coatwwr withouT wri"n appruval 1}y the Eagi mr. A Work Day for purpmm of keeping crmnot time lags pr virusly bees dnfincd in paragraph C 11.23. However, nothing in tlme-C'antrnct Docuinmti shall be t;onstrmd as prohibiting the Conuncor from working on Saturdays, Swndays or legal holidays if be-so desires and providing that the mquimmon% as sat Fortis in this p$ragWh as to achedufing arc fully mat. Shmid the Cenh-aMr choose to work an Sattwelays. Sundays or legal halidayst, one day will be charged w contract working time when weather or o fier wori ins Bondi tions permit%.wets(7�hours work as delineatEd in Pamgraph C 1-1.23. C=7-7.7 TUM OF COMMENCM ENT AND COMPLETTON. the Ccwt=tor zJmU.muarad=v the working operatiam within the time specifed in the Conirmt Dm umentq and not forth in the Work Order.Fail=to do so dhall be cawidcrod by tlm Davelupor as abandnrimant of the C~onunt by the Camtwkw and the City may proceed as it seers fit. The Contractor shall maintain a rate of pmgre�s moh as will insure that the whole wauk wil l be purfomwA and the premisea cleaned up in aacordance with tho Contract Documents and wkhia tho times.established in such daaummtx and such Wcneiou of dime as may be properly authorized by the City. q 7-7.,8 E201-NMON OF, TBM OF COWLETION: Tho CoratrncWr's request for mL extension of time of completion mil be o=sidered only when the t+equest for such extension is submits in writing to The Engineer within seven days from and aftor the thae alleged emm of delay shall have ou:urred_ The Engineer shall notify the Cenhwtnr widzin seven dayn after retviving the request for extension of the probable recon mtm&tion to the City Chunc& Should an extension of thu time of completion be requirod,the request will be forwarded with the final job estimate for approval ley Lite City Coil_ [n adjusft the watraoi time far wtupletion of watt consideration will be given to uu£amseesblo ccausas beyond lha conical of and without the fault or negligence of rho Contractor,inciudkq but not limittd to acts of the public manly, acts of the Developer aEdlor the City, frre, flood, toraadae .epidemics,quarantine restrictions;sh*ts, freight embargoes,or delays of subcontractors clue to sub causes. When the date of completion is bused on a calendar day bid, a r5w6st for extension of drm because of inclement weather will not bo cansidered. A request for extension of d=due to inability to obtain supplies and material will be cons idemd only when a mview of the Contractor's purebase ordm dates and other pertinent data as mclticsWd by the Eagineer indintn that the Con ft=tor has made a bona lids attempt to.se<a.rre deliv y on time. C 7-7,2 EA.f1.URE TO Cla31+i LE E ON T17UE, '1 a tkue ofcorupletiom is an essential element of the contract Each biidda ahali indicate in the appropriate place mt the last page of the Pmp;FW the aumbor of working days or caleadar days that he will require to fislly complete this contract. The number ofdays indicated shad] be a realistic estimate of the time rcquhtd to wmplete the work covered by the speaifrc contract being bid upon,no amount of time so staftd by the suoarssfisl bidder will Become the time ofcamplebon specified in the Contract Doctsmtenls. For each calendar day that any work shall remain uncompleted uftmnr the time specified in the Contract Documents, or the ince 4md brae grapaed by the Owurr, or as automatically increased by additional work or materials ordered after the contract 4 signed, One Sauer per day given in the C7-7 (2) CITY OF FORT WORTH WATER DE PARTTvMq VT PART O-GENERAL CON-E]Ti ONS failow ng schedule, unless odxrwise specified ua other pam of the Cunt-=t Documfm s,will ba deducted from the mt nies due rho C ontaaetor.not m a penalty,but as liquidated damages su€Gered by the Owner_ AMOUNT OF LIQU>'I?,AT D Ah ouN'r OF cDNTRAcT T]AMAQES PM DAY— Less thou $5,000 $35.00 $5,001 to $15,000inclusive $45.00 $15,00I w 525,000 incln.sive- $63.00 $25,001 Eo $50,000 inclrssiva $105,00 $50,001 ro $I00,000incl ive $154.00 $100,001 to S500,000 in.Glu+rive $210.00 $500,001 to $1,000,000 inclusive $315.00 1,000,001 to $2,000,000 inclusive $420.00 '$2,00[},001. and over $630.04 The pw6n hereto understand soca agmu that any Imam to the City caused by the Contmalor's delay hi completing the work hemunder-in Ibe time speoiiied by the con ct Doc=onts would be incapable or very difficult of accuram esiisnaEtion, and that the"Amouat of Liqu&ted Damages Per Day", as set out above, is a reasonable foremg of in st cornpcwation due the City for halm caused by any-delay. 0- 7-7.10 SUSPEj+ 10hllBy C'OT -LORI_ER. The Cantmctor sha[1 suspend.operations on such punt or loom of the work ordered by ony coact,and will not be untitled to additional oompeiksarion by virfim of such cazut order, Neither will he be liable to the City in the event the wo&is suspended by s Court Order,Neitlmr wil l the Owncr bo Liable to tic male actor by vinare of any Court Order or acdon.for which the Owner is i solely!responsila.le. C 7-7.11 TEMPORARY 5WVMj_QR The Engineer.shall have the authority to suspend the work c Aeration wholly or in part for ruch period fir periods of tuna as he may deme naoessary due to unamital-le wenther conditiozwa or any other un favorable-oudidonswhich in the opinion of the. Enginacr cau&t further prosecution of the work to he unrntisfactory or detrirnimW to the interest of the project. During temporary suspnaiaa of work covered by this txmt ga i, for any remon,thz City will msL 'no-t t m payment for stand-by time of constrmcdon e4uiprneut and or aonsuuction crews. LF it should becouae =weary to suspend Work for an indefinite period, die-ContucMr shall store all materials in Mob in an= that they will not ob ruct ❑r impede the public. unraccesxanly not he se damaged in any way, and he,shall take every precaution to prevent damage or deteriomdon of the work performed; be shall provide soitsbla drainUu ahoul tbu work,and erect lemporary-strictures where ne+, eary. Should tltie Centcuaw nut be able tt}a wnpleta a portion a7f the project due to cousea beyond tare cantrol of and without tho fault or rtie$Ligence of-the Contractor as act forth in Paragraph C 7-7A EXTENSION OF TFilr TVAE OF D'OMPLE110N, and abould it be determined by mutual consent of the Contmetor and the Engineer' that a solution to allaw wv mt uc tt'on m premed is oat avalUble within u remonah[e period of time, then the Contiitur may be reiubum� for dw coat of moving his equipment off the lob rand rewming the nary equipment to the',fob when it is deterin.i.ued by the Engineer that comiruolion may be a esumcd. Such reirnbumement shall be lolled on actuaI coat to the Cotrtracter of moving the oquipmt!nt and=profit will bye nllavAml, No reimbursiemen t salol I be Allowed if the equipment La moved to anod=aeon wotion projeol for the City of Fart Wordt The Cantractur xbnll not suspend work without written authority from die Engineer and Nball pauceed with tfce work 6pera9iarts promptly whin notified by the.engineer to ao rem9ume operations. 7,7.12 TERUNAT(ON QP gDN7T UE NATIONAL EMERGEI CY, Whenever. bec�uuse of �iatlrrnai Emergency, so declared by tic NtRident of the United States or other law#'ul authority, it becomca impossible for the Contrw3lor to obtain all of the mces ry Inbor, materWs and egmipmcnt for the proswudorr of tho wont with rewlonahle continuity for a ptriod of tw montl3s flit Cardmctur dW1, within seven clays notify the Davelvper ori W i#lug, giving s detailed statement of the.effidris which have been tads and Ii:tting al I neccssmry iteral of lrabw,n>aicrWs. sand equipment not obmkiablc. I& after urvestig dow, the Devozlopur finds that such conditions'exist and that the inability of the Conftwwr to proceed is not-uttribtitable in whole or in part to the fault or neglrct of the Gnomotur, then if the Dovalopar cm=1 altar reaaotmb[a effort-assist the Contractor in pro cudag and making avait bla die nece!tsary labor, UMt=i and equipment C7-7 3) CTrY OF FORT WORTH WAWR DEPARTMENT PAI rf O—GENERAL CONDITIONS within thirty days, dw Coriftmtor may request the Developer to tArmin9to the contract and the Developer shall Within thirty day3 comply with the request, and flit: tma ination shall be based an a final setdcntcnt mutually acceptable to both the Developer and the C-'OLIMMOr and final payment shall be made in=oxdance with the te=of the agreed sate m=t,which ahali dude, but not he lim hod to, the payment for all work executEd ani any lots sustained upon any plant or nmicrials and reasonable profit themoo,but aot anticipated prufrte on wank which has not been performed_ C 7-7.13.SUSFENSION OR ABANDONMENT OF TM WQRK AND Alw7NULMEbrr OF THE WORK CONTRACT: Tie-work opcmtions on all or any portion or sectiott of the wnxk under Cosset shall he suspended immediately an writtcu order of the Di}veloper or the FnWrwer, or the contmet may be declared canoelW by the Developer for any ROW and sufifitnent cause. The ibilo wing may be caa8Ajed grounds for suspmsko or ra=Uati= a, Failure of the Contractor to commence work operatinns within the time q=ified in the Work Order iRwed by the b. Substgntlal evidence that prugniss of the work open.tions by Contractor is insuffinicat to r'=plekc the work W&in the specified time. C. Faiium of the C{mt-actor to provide and maintain sufflcicnt labor and equipment to properly er&ccut u the working operations_ d. Substantial evidenze that LhL Coutrtctorbm abandmed the work, e. Submatial evidm=that the Contractor hm bsnume insolvent or-bankrupt,-6r odwrwise financially unable to terry on the work satiafack"y. f. Delibrratc failure on the past of the fain nctor to obsme any ttquire =In ui' rain Cantmot. Dacvrnruts or #o comply with any ordes givem by the Engineer or Develupu Ixovided for in du=C,'onma Eklk.'t1 rata. g, Failure of the Contractor tri promptly malvc gond any deft in mnteriuts or workmanship, or mny dafbr of nay nature.the catrmrian of Wwah hex beak[hooted in wri#ir[g by the Engineer or the Develop ur. In. Substantial evidence of collusion for the pwpose of illegally pmcur%ng a contract or perpetrating fiwd on the City er Developer in the constriction of work under contrast, L A substantial indiratiou that the Contmctor has made an unauthorized assigtnment of the convact or msy funds due there from for the benefit of any creditor nr far any other purpose. Cf tate DomTraslor ahall for any cause what ver rent carry on the working operaiticnnin=sGceptable mtmmw. A copy of the su"nsiun order shall be served on We Comirautrrr's Sumlirs. W m work is snsprridad far any cause or coarses, or when the contmo is La.ncefled, the Contnnctnr shall discantimue the work or such part thm-oof ax the DaMaper nr Engineer shall dtesignate, wheroupm the Sureties may,at their option,aasame the contract or that portion tlwmf which the Developer of Fsxgi oar Ips ordered tate Co ntmour to discontinue, and may perform the samne or may, with the written cnnsmit of the Developer end the.City,sublet the work ar that portion of'the work as Wkea over,provided howiiver, that the Suratie~s shall exercise their optinN if at all, within kwo weeks after the written notice to discontinue tate work has been mrmd upon the Contractor and upon the Sureties or their authorized agents, The Sureliea, in ouch event shall w mmc the Contrador's p€we in all respects,amd shad be paid by the Developer for all work periarmed by than in acwrdnuue with the W ms of die cantmot Dncumt:nts. All tnaaim remu ning.due the Cnntnmlor at the time ofbi.%default Antl thereupon became due and payable to the Sureties as the wale progprssts,sabimt to all of the terms of taro Cusntract Documents. Lu case the Sureties do nut, within the;rete in above specified tune. exercise their right and option to =%mme the coutrnct rt sponsiTaili es, or tjiat poni#itnni tbareof which 6w De,roiapor has oFdere d the Contssnctnr to discssrntinnae, than the Doveloper shall have the power to complete, by comtraet or ofl wrwise, as it znnny determine. the week herein descn'ibcd or such part tbereof W it nay deem necessary,and the Contractor hemto agrees that the Developer shall havz the right in take possession of and use any rmatets¢is, plums, tools, equipment, supplies, and property of any kind provided by the Contracum far the purpoge ofcauying ons the vmrk and to procure other tools, equipmeat matLr ab. labor and property For the completion of the work, and to charge to the account of the Contractor of said i=tracl, experkmes for labor, matrriats, t,_�ols, equipment. and aU expenses inCidenNI BrereUx The expense so charged shall be deducted by the DcYrInper front such munit�s as may 7-7 (4) CITY OF FORT WORTH WATER DEPARTMENT PART C–GENE,RAL CONDMONS he due or may becmme due at any time#hareaticr to the C unt actor under,and by virbac oC the Contrac t or any port dta_mof The Devclopor shall and be required to obtain the lowest bid for the work ofcomplu ng the contract,but the exp se to be deducted shaft be the wual cost of such wuzk, lu :ase such expense; ig less dsrw the spun which would have been payable uncles the caturto-t if the sanxe had beexu completed by the Conhucter, then, in such case, the developer may pay to die Ccn=aar the diffeiu:ace in the c provided that the Coonctor shall not be entitled la clxirrm for damages or 1br l of anticipatmd profits. In case swh expewes'sball exuded the amuant which would have beets payable under the contract if the lama had been Cnnupletad by the Coatuuctnr, them the Cvntractur and hi; SumdeN shall pay the amamit of such exerw to the Developer on native from the Developer of tbn excess due_ When any particular part of the work iH bring ca wiod on by the Developer by contract or olluerwise under the provisions of this 'seg tion, the Conh-aowr shall continue the t mainder of the work in oonfmmity with the terms of the Contract Daoumonts and iu such a mannee as to in no way- hinder or interfere with performance.of workmen employed as above p vides by the Developer. C 7-7.14 TEkMINATION OF CONTRACT: The contract will be considered as having boon fulfilled, sive as provided in any bond or bonds or by law, when all the work and all secticros or parts of the pwjeet covemd by the C:outmvA Doo-.mems have been fAshed and completed. tbe fuunI. inspection exude by the Enguteer, and the final aeuep=ce and foal payment made by the Developer. C; 7-7.15 SAFETY METHODS AND PRACTICES. The C'.ontrac:toz shaft maintain a program of.safety methods and practices at a R time&. He shal I outline his program to the Developer and shall assume ald responsibilities for its enforcernmr. C 7-7.l.6._SAElt7=-039, i ��LATME TO-119—CMNOLTACM. 12TUMAD L.DM- - In conformity with the requirements of House Bill 140 454 of the Stair of"Texas enacted by the 6T Logislatvre and made eff&,tivre as law March 30, 1971, the Contractor shall not operate- veWeles such as-cram, derricks, power shovels,o�rilling rigs,pile driv m. boring riga, blasting machinm etq., (backhoes or dippers excluded), closer than ten Feet (10') from any high voltage overhead etDarlcal; Imes without having an insulated c4ge type guard ahoiir the boom or arm, and inm1atur links on dre.lifl hook connections. Each vehicle in the categories epeeihed above shall lie pmvided with warar ig signs not less than five irr-hes (5")by�;isvco inuhm (7) painted yellow with black letters that are legal$ at twelve feet (121, The warning sip shad tend oN fddlows: "WARNING-UNLAWFUL TO OPERATE THIS E UIPME'NT WMEN SIX FEET Or O'1 ERHEA D MOE VOLTAO E LLNES."At.dea�t two warning signs shil l be plazod on each veltic:le,can inside in full view of the opfrnwr and -one.cUU&ut full view cFthe op lor's assistant, When necessary to work within six fort (Wy of high voltage electrical power linea, the Contrrsctur shall notify the powrr company (Texas Electriu Service Cfompa.ny) who will erect temporary maclmniral barriers, de-cncrgirr tho power line ur raise or lower thn.linea, Tbe Contractor shah maintain olone Liaison with rbc Engineer on all "uc:sls made: of TESCO for providing prmtntion or unlief from i�gh voltage olcotric: Lincs. Tho Engimer wiU au&inb3Lin an accurate lug of kpy events associated with the Contractors requests)for service and the actions taken by the power company. Work done by dit puwor c=pany to provide prolecdan or relief Pram high voltage.electrical power lines or dcyi=3 rrlrnlI not be made at the expanse of the 1 We Io3per or City of Tort: Worth; thus, the Cbnttwtor shall be requirod t❑ maks his arrangements w itis'U SCO,and any i vaulting service charges shall be at his sole coat and expetusa. C7-7 (5) CM OF FORT WORTIT WATER DEPARTMENT PART C-GENERAL CONDITIONS 7-7 {G} CITY OF FORT WORTH WAT R DrI PARI M.i,NT PAIN C—GENERAL CCl1Vi?Y"I'IONS S>rC'UON C 8-8 MEASUREMENT AND PAYMENT C 8-5,1 KF.A UMXMMJMQF.-?r rn hrrrr 5, T]w determination of guantitieR of randy per£hrimcd by t}ie (:ommw ter and autharimd by this Cuntr t Docu==ts aocq3tably completed under the terms of thr C:ontr=t Documents, or as directed by Llic Engineer in writing, shall be madt<by the Engineer,based on mei urcmeuts male by rite Engineer.These a em=remeutts will be ffmile according to rite United States SUmd rd Meawremems used in common practice, and will be the actual length, area,sol-id contents.aurnbers and weights of the mawrials and rtarM inawlle& C 8-8.2 LT7d T PRICES: When in the Proposal a Unit Prig is set rorth, the-said Unit Price shall include the burnishing by the Contractor of all labor.toots, materials,machinery, equipn=e appliances-and appurtenances necessary for the cvnnnwtion of aid the completion in it fust-clam worlunarriike rnaaner mud acceptable conditions of all work to be dome under these C oinh'aril)acumonts. The Unit Price slatll inclndc all permanent and temporary protection of overhead, surface, and underground structures, cleanup, fmfith, evorhead expense, bond, insurance, patent fees,royalties,rine due to the elements and adter anuses, delays, profits, injuri", damages, claims, taxes, surd all other items not specifically naendoned that mpy be mquircd to fully construct each item of the work complete in plata and in a salislactery eondi4on for oparad❑n. C8-83 SCOPE OF PAss'1ylE.LJ7-. The Contractor shall recciye and accept the compensaWn. as herein prayided, in full payment for Wrnishing all labor, tools,nia=imis,an.d incidentals for performing all work conre¢xrpkr d and embraced under these Oantr ut Dacunteritrs, for all lis and damage arising out of the nature of the work or from the-trll6oa of thn elernenta;for 1myf utiformmm defects or obutructions which mai+aisc or be.enea= rcd during the prrrsncuiiun of the work at any time bcfern it& final acc ptaacc by tfie ❑naeltW (except urs.providod in paragraph C 5-5.14,E for 911 risks, of 3vhatavcr drseription, connected with the prosecution of the work, for all expertse incurred by or in conmquence of mialmmian or d6mmtintuince of such prosecution of the wurkinsg aparattons.a.s herein Rpecified. or any and all. in£ring=e= of paf cats, trademarks, copyright%, os other legal resermduasr and fur complating iho work in an accogtable to miner oar:nfdbig to the t,ctms of the Contract DacummnN_ The payment of any current nr partial estimate prior to lien] acceptance of the wark by the Cl wryershell in no way cont tote an ac[mowledg mmt of the accepumLe of the work, matiorials, or Lquq= 1, nor in any way prejudkc or affect the awigations or site C"ontawtor to repair, correct, renew, or replace at his owu and proper cxpen3c* any de#'ects nr imperfections in the consnuction or in the strength or gaality of#ie material used or equipment or rnaclifizTy famished in or above the construction of the vmrk under cemract and its appurtenances, or any damage due or attrihulod to such defects, whish defector imperfkdun tar damage stroll hava bcm d%icover€d art or before ffin.final inspmriom.and auceptantce pf wrk; or dining aha orm year guaranty period mics first acceptance. The Owner shall he rite sale judge of such defects, imporfeLLions,ur damage,and the.Caatrflowr shall be liable to the Oww=for failu xe:to,neat tiro same as provided herciFL CMA PARTIAL EaTDriA4"#��AT�b l AII+�AGF:Between the fuxt and fifth day of exalt month the Crmtract❑r shall submit to the Lngineer a stmeme t showing an estimate of the value of the work dune during the provi❑us Mandl under thin Contrast Documtnta.'loot later than the iO� tray of the munih the Engineer shall verify such eadinato,and if it is found to be acceptabic and thc.valaue of work perfo med since.the Last partial payment whs made excevlf one hundred dnllarts In amount,9(Y%ofgucb ostireaetl stem will be paid to Om-contmctur where the total ooniraat amount is leas than $400,000.00 andlcr 951/4 ufmuuh ev,6raike;d sauna will be paid to the C onlrnetor kwberc the total wa=tt amount is 100,00,00 or amara,an or before the 15'b day of the rnoi2h in whioh the Enginr:cr approves the estimaft The City will hsve the option ckfpreparing estimates nn forms ftwa�shed by the.City_ Thr:partum ead=ate may include-aviceptably nonperishable rrraburials delivered to the work,which arm to be incorporated into rho work as a permanent part thereof, but whitih at the#irne of rhe catimate.have not bean irr.trtallad;such payment will be al luwcd an a basis of 85° of the net invoice value thereof.The Contractor stall furnish the Eagin"r sxich infonlrwoon as he may request to sits him as a guide in the verification or the pmparatian ofpariiraI estimates. It is uncimstavd that the partial estimates iron month to tnumth will be apprrmi=1c only.and nil. partial monthly estimates and payment will be suhjeci to correction in thc.esdmate rrii&red following the diicovery.of'an error in any prcviowi estimate, and such.cgimate shall not, in any rmpoe4 be taken as an admission of the.Owz=of Cite mmount of work done ov of its quality of �tufLicncy, or as ars a=ptamce of the work dame .or die—release .of the Contractor of any of bis resparssibiLkics under the Contract Dact"ratls. Ralninnge of all partial.cunstnrction pay es.rim res, where.the Ictal coatiWt amount is let thea $400,000.00{Faun Hundred C8-8 (1) CITY OF FORT WORTH WATER DEPARTMENT PART C- GVCERAL CONDUrIONS Thousand Dollars} shall lie ten (10) per Hent of die an unt duo for wvFk perfwrned. Retrains ge.on all partial cumtractioll pay catimatts where th$ total distract urrrmmt is $400,000 or more, shatl be five (S) per dent of the c oust due fcrr v ark perfoune& C 8-8-5 Vow MIOLDING PAYMENT- Payment on any catimate or natirrEatas may be held in abeyance if the petforramue of the comtrnatfon upetatsom io not in acconiance with the regsrinuietdig of the C:oatrwt Ducumont& C 9-8.6 IRL&L ACCEPTANCE: Whenever tht improv=en€s provided for by tba Cbutmc4 Documents shall have bean compCeW and ail requirements of the C catract DocumenN shall have beau fuifi3led on the past of the C'.oatwnor, the Contnwror shall notify the En&eer in wzitb:g that t1 o improvements are: ready for time final inspection. The Engineer or other appropriate official of the Ow= wild wi" n rea.5onahle tithe, make auch final inspection, and if dxc work is satib'l�ctnry, in an acceptable condition, cmd campietcd in nouonimwe with the of the Contract Docuoients and all approved madificatiom thereof, the Engineer silt initiate the pracesaing of the final estimate wA recommend final acceptance of the project and final payment as outluxed in C 8-8.7 below. If the.Engineer fode that lie work has not boat completed as mentioned above,be shall so advise the Contractor in tiwritrog, f irn�Rhing him an itemized Ji,9t of all known items which arc not in nsa acceptable umdidon. When the Conb=uw hag cerronted all such items, he shall again notify the Eiagiaear that the project is again ready �trr final in3peetiou, and the Enginear shall lsmceed a&outlined above- 9-"- bove- C $_8, IVT: Mieuever all of the impmveinents provided For by the Cgntmct Documents and all approved nxx ifiastiotns thereof shall buve been completed and a1I requiremmt� of tlr-Contniet Dommumts #wive beca fulfilled on klae part of the Contrascwr, a final ¢inmate sbnwing the value of the work will be prepastd by the Enginner m noon as the naceaaaty mew ureoments.eutnpuwliow,and checks can bo made. All prior esti;R>#t s upon which paymeat bets beeu made are subjeot to necessary eomw6cns or ruvisionK in the Final paymmu. 113e amount of did ETMI dtimatt' less 9mviaus payments and any aunts theft have been deducted or mtaiued under the provision of the Contract DouumtmEk will bt paid to tha Contrxtor within 30 days after final-acceptance by die-Enginem provided the Caetbactor haB l'urniiLhed Lo the Developer amia�tory cvideuce OfPK Treem ax i`Ullowx; Prior I4 aubmiMton of tine &nal tsti=tc for pay ut,the Contactor shall execute an affidavit, as fwnWied by the City,unifying gnat all pamuna, firms, m.miationa, corporations, or other argaaLwtians famishing labor anchor mafmialA have bean pafd in full, that du wage scale escabhl hi!d by the City Council in the.City of Fork Worth has been pa id,and That there are nn alining pending for pm-Eanal injury and/or property damages. The acceptance by the Coat tar of the lnrt or final paymmt as of nvsaid shall operate as rind shall rnimse the Dinveloper or City From ail t;l.sims or fiabili#ea under the Contract for anything donc or Furnished or relating to the mak sander Contnadt Dncum=ts or any act or neglect ofsuid TJevvioper or City r6ding IO or rotwrc4zd with Ihc.ccMiraci. The making of the final payment by thio 13eveloper shall not relieve the C'ontmctnr ofany giwunttes or otherH4uirements of thu Canbmet Dccumaaai.N That np=ficully ow in=thereafter. C 8-8.8 A"E UACY OF MSTGN_ It is understood that the Develo r believes it has employed compeccnt inginer=-and designers to prepare the Contrwt Doeugratrts and all modificati+nay of lice approved C'amafrwt Doct>m mis. It is, themfaxre, asgrmd that the Developer shalt be rrspnnsible for the arfigwwy of its own design featum, sufficiency of the Conuwt Ek)cumeats, the safety of the atructtue, and the prnctia4bility of the operations of the douipleted project, provided thio Contractor has couuplied with the regrtimnents of said Contract Docurnenbs all approved modifk rtiona thereof, and additions and alterations therero approved in ori ting by the Devclupur.The brn'ilen of proof 6f nxh complianom stall be upon the Contractor to show that he has complied with the said xeguirements of tlaa Contrwt Documarim, approved modifications thm,uK md all approved additioae and alterations di eto. C 8-8.9 GENERAL GUARANTY: Ncither the final c.� ificatc of payment nor any proviMon in the Conaact Docutntmts Har partial or entice occupenoy of the Wa` sec by the Dove:aper or City shall constitute as acceptance of work rust dons in w,c ardar= with the Contract Oocmcnts or relieve the Contrwtur of liability'in respeel to soy, express warmuties or respmdbi�ty Sar Nulty materia" or workmanship. The C antrwinr shn1l remedy soy defbcts in the wm-k and pay for any damW w other work resulting there from wWch shall appear within a period of one year from the date o l`final acceptance of the work Wanless a tangef period is specified slid shall furnish a gaud and sine ient maintenance bond in the amount of 8-8 (2) CITY OF FONT WORTH WATER DEPAKFLMENT PARI C-GEWEIRAL CC L1DMONS 100 p=cnt of the anu=t of dic ccntma wWch shalt assure the perfon=ue of the general gum my aq Avve outlined.The City wil I give mUce of olxsmed ti is with msoniablD promphwa- C8-8 (3) -7- PART Cl - SUPPLEMENTAL CONDITIONS SECTION Cl: SUPPLEMENTARY CONDMONS TO PART C". -GENERAL CONDMONS A. Ciencral. 'Mese Supplementary Conditions amend or supplement the Generml Conditions of the Contract and other provisions of the Contract Documents as indicated below, Provisions which are not so amended or supplemented remain in full force and affect. , B. Q 84.5 PAR'I`IAL F-STIMATES AND RE'T IN GE: Page C8-8 (2), should be deleted in its entirety and replaced with the Following; Partial pay estimates shall be submitted by the ContracEor or prepared by the City on the 5th day and 20th day of each month that the work is in progress. T'he estimate shall be proceeded by the City on the I0th day and 25th day respectively. Fstimatos will be paid within 2.5 days following the end of the estimate period., less the appropriate rota r,ag,� 48 set out below. Partial pay estimates may include acceptable nouperish hle materials delivered to the work place which are to be incorporated into the work as a permanent part thereof; but which at the time of the pay estimate have not been so installed. If such materials are included within a pay estimmte, payment shall be based upon 85% of the net voice value thereof. 'I'lfe Contractor will famish the Engineer such information as may be reasonably requested to aid in the verification or the preparation of the pay estimate. For contracts of less than $400,QOU a[ the time of execution, retainage ."I be ten pe.- cent ercert (10%). For contracts of$400,000 or mare at the time of execution, retainage shialI be five percent (5%), Contractor shall pay subcontractors in accord with the subcontract agreement within five business clays after receipt by Con Lactor of the payment by City. Contractor's failure to make the required payments to subcontractors will authorize the City to withhold future payments from the, Contractor until compliance with this paragraph is ' a� rn�[ished. It is understood that the partial pay estimates will be approximate only, and all par-fia[ pa estimates -and payment -of same will be subject to curmetion in ffie estiimaw rendered folio tog the discovery of the make in any previous estimate. Partial payment by -bier for the amount of work done or of its quality or sufficiency or aec ptance of the work clone; shall not release the Contractor of any of its responsibilities under the Contract Documents. The City reserves the right to withhaid the payment of any partial estimate if the Contractor fails to perform the work in strict accordance with the specifications or other i provisions of this contmc:t. C. P2ut C - General Conditions: Paragraph C3-3.11 .of the General Conditions is deleted and replaced with D-3 of Part D - Special Conditions, I D. G3-3.11 INS U 2ANE. Page C3-3 ( ): Delete subparagraph "g, LOCAL AGENT FOR I SLJRANCE AND t30NQfNG" E. -6.72ONTRAC TOR' RE SP QNS 1B LITY FGRDAMAGI, CLAIMS- Page Cfi-b (9), is deleted in its entirety and replamd with the following: i Revised Pg. 1 10!24!02 Contractor coverts and aVeea to indemnify City's engineer and architect, flatd their personnel at the project site for Contractor's sole negligence. in addition, Contractor coverimts and agrees to indemnity, hold barrniess and defend, at its own expo e, the Owner, its officers, servants and employees, from and against any and all claims or suits for property Iris, prop" damage, personal igjury, including death, arising out of: or alleged to arise out oil the work and services to be performed hereunder by Contr=tor, its offiiem, agmts, employees, subcontractors, licensees or invitee, whether or not an such injuM darrra a or death is caused, in whole or in part, by the n9el—ence or creed tte li cnce rr thmer, its ra cers. s�rurrrrr�. or �,t_W1aYees. Contractor lit se covenants and agrees to indemnify and hold barrnless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or deaixuction to property of the Owner arising from the performanw of any of the terms and conditions of this Contract, rw►hadrer or not any such iniury or damage is caused in whok or in pgrf by I/Fe n ii ence or alleged nab errce of Owner, its n ' eers sere rr x or EMP10yees In the evcmt Owner receives a written claim for damages against the Contractor or its subcontractors prior to &A payment, fLuatl paym=t shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a rebase from the claimant involved, or (b) provides Owner with a leper from Contractor's liability insurance carrier that the Maim has been referred to the insurance carrier. The Director may, if he deems it appropriate„ refuse to accept bids on other City of tort Worth pubhe work from a Contractur against whom a claim for damages is outstanding as a result of work performed under a City Contract. E INCREASED OR DECREASED] QUANTITIES: Part C - General Cooditions, Section C4-4 SCOPE OF WORK,Page C 4-4 (1),revise paragraph 04-4.3 INCREASED OR DECI A QUANTFMS to read as follows: The Owner reserves the right to alter the quantities of the worn to be perfbrmed or to extend or shorten the improvements at any time when and as found to be necessary, and the Contractor shall perform the work as altered, inemsed or decreased at the unit prices as established in the contract documents. No allowance will be made for any changes in lost or anticipated profits nor shall such changgs be considered as waiving or invaiidating any conditions or provisions of the Cantract Documents. Variations in cluanidties of sanitary sewer pipes in depth categories shall be intelpreted herein as applying to the overall quantities of sanitary sewer pipe in each pipe size but not to the various depth categories. G. Q-11 l INSURANCE: Page CM (7): Add subparagmph "h. ADDITIONAL INSMANCE REW EVENTS" a. The City, its officers, employees and servants shall be endorsed as an additional insured .on Contmeloks insumn" policies excepting employees liability insurance revised P . 10/24/02 coverage ander Contractors orkers' compensation insurance policy. b. Certificates of insurance shall be delivered to the City of Fort Worth, contract acbnlnistsator is the respective depaur nwt as specified in the bid documents, 1000 Throckmorton Street, fort Worth, TX 761.02, prior to commencement c work on tl;e contfacted project. c. Any failure on part of tine City to request required insurmoe--do entation shall not c•. nstitute a waiver of the insurance ragWrements specified herein. d. Each insurance policy shall be endorsed to provide the City a minimum thirty days notice of cancellation, non-renewal, and/or material change in policy terms or coverage. A ten days notice shall be acceptable in the event of non-payment of premium. e. Insurers must be authorized to do business in the State of Texas and have a current A.M. Best rating of A, VII or equivalent measure of:6n c.�ial strength and solvency. f. Deductible fin-fits, or self'-funded retention limits, an each policy must not exceed $10,000,00 per occurrence unless otherwise approved by the City. g, Other thanworker's compensation insurance, in lieu of traditional iasurance, aty may wnsider alternative cooverage or risk treatment measures tbarough insurance pools or risk retention groups, The City-rust approve in writing any alwmative coverage. h. Workers` cornpms tion insumee, policy(s) covering employees employed on the project shall be endorsed with -a waiver of subrogation providing rights of recovery In favor of thr, city. i. City shall not be responsible for the direct payment Df insurance prcrniurn costs for concractor's insurance:, j. Coatmctor'4 insu once policies shall each be endorsed to provide that such insurance is prirrrsry protection and any self-funded or commercial coverage maintained by City shall no be called upon to contribute to loss rccnvery. k. In the course of the project, Contractor shall report, in a timely manner, to City's officially designated contract admiriistrator any known loss occurrence which could give nse to a liability claim or Iawsuit or which could result in a property lass. i 1. Contractoes liability shall not he limited to the specified amounts-of insurance rewired herein. m. Upon the request of City, Contractor shall provide complete copies of all insurance poli6%p,,quired by these contracI documents. H. C8-8.4 SCOPE OF PAYMENT: Delete C8-8.4, Scope of Payment at page C8�8(1) is Revised Pg_ 3 10124102 i deleted in its entirety and replaced with the followixtg: The Contractor shall receive and accept the; compensation as herein provided, in full payirnerrt for furnishing all labor, tools, materials, and incidentals for performing all work contemplated and embraced under these Conkaet. Documents, for all loss and damage -arising out of the nature of the work or from the action of the elements, for any unforeseen defects or obstructions which may arise or be encount=d during the prosecution which may arisc.or be encnsinlsrcd during the prosecution of the work at any time before its final acceptanLe by the Owner, (except as provided in paragraph C5-5,14) for all risks of whatever description connected with the prosecution of the. work, for all expenses incurred by or in consequence of the suspension or discontinuance; oi` sueb prosecution of the working operations as licrei.n specified, or any and all infringements of patents, #raderrssrks, oapyrigbts, or other legal reservations, and for completing the work in an acceptable manner according to the teems of the Contract Documents. The payment of any current or partial estimate prior to the final acceptance of the work by the Owner shall in no way constitute an acknowledgment of the acceptance of the work, materials, or equipment, nor in any way prejudice or affect the obligations of the Contractor to repair, correct, renew, or replaor, at his own and proper expense any defects or imperfeQtiow in the construction or in the strengths or quabity of the material u d or equipment or machinery fWmished in or about the wnstruction of the work under contract and its appurtenances, or ariy damage due or attributed to such defect,- whiih defeaLq, rmperfbetions, or damage shall have been diswvered on or b, fore Ilse final inspection and acceptance of the work or during the two (2) year guaranty period after the final acceptance. The Owner shall be the sole judge of such de£ec. , impmfectioas, or damage, artd the Contractor shall be liable to the Owner for failure to correct the same as provided herein. 1. C8-S.10 GENERAL QIL822 . Delde C8-8.10,Genuml Guaranty at page C8-8(4)is deleted in its entirety and replaced with the folio wing• Noitber the f sial certificate of payment nor any prcivislon in the Contract Documents, nor partial or enure occupancy or use of the premises by the Owner spall constitute an acceptance of work not clone in accordance with th.e Contract Documents or relieve the Contractor of kiabidty in respect to any express warranties or responsibility for faulty materials or workTnanshig. The Cont idor shall remedy any defects or damages in the work and pay for any damage to other work or property resulting tb=f-om which dull appear within a period of two (2)years from the date of final acceptance of the work unless a longer period is specified and shall furnish a good and suf icieut maintenance band in the amount of 10o percent of the,animint of the contract which shall a"wo the performance of the general guaranty as above outlined. The Owner will give 4ctice of observed dofect;s with reasonable promptness. Any reference to arty shoncr period of time of warranty contai ncd else Mere-wid1 n the specifications shall be resolved in favor of this specifications, it being the City's intent that the Contractor guarantee its work far s period of two ( ) years following the date of acceptance of the project. In the Special lnstruclions la Bidders, TPW contracts place the following in lieu of the existbng paragraph 2. Revised Pg. 4 10124/02 J. Pari C - General Condstionsr Section C2-2 TNT6RPRETATION AND PREPARATIQN OF PROPOSAL, Page 2-2 (4) exchange paragraphs C2-2.7, C2-2.8 and 2-2.9 with the following: C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considered unless it is deli vm A, sccompRnied by its proper Bid Security, to the Purchasing Managenar lzis representative at the official location and stated time set forth in the "Notice to Bidders." It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not he consider-4 The Bidders must have the proposal actually delivered. Each proposal shall be in a sealed envelope plainly ruarked with the word "PROPOSAL.,.," and the mine or description of"the project as designated in the 'Notice to Bidders." The envelope shall be addressed to the Purchasing Manager, City of Fort Worth Purchasing Division, P,0. Box 17027, Fort Worth. Texas 7 101 C2-2.8 WITUDRAWING PROPOSALS: Pmpo ak actuAlly filed with the Purchasing Manager cannot be withdrawn prior to the time set for operring proposals. A. request for non-cons=ideration of a proposal most be made in writing,addressed to the City Manager, and Filed with him prior to the tirm- set fir the opening of proposals. Ager all proposals not requested for noir-consideration are opened and publiely rend aloud, the proposals for which non-consideration requests have begin properly filed may, at the option of the Owner, be returned unopened. C2-2.9 TELEGRAPHICTELEGRAPIRC M DMICATION OF PROPOSALS: Any bidder may modify his. proposal by telegraphic commLmicaLion at any time prior to the Lime set for opening pmposals, provided such telegraphic 1;urnmuaication. is received by the. Purchasing Manager prior to the said proposal opening time, and provided furtlier, that the City Manager is satisfied that it written and duly authenticated confirmation of sueb telegraphic communication over the signature of the bidder was mailed prior to the proposal opening time. If such Wnfirrnatian is not received within forty-eight (48) hours after the proposal opening time, no further consideration will be given to the propose i C3-3,7 BO DS_(CITY LET PROJECTS), Refer ee Part C., General Conditions, dated November I, 1937, (City let projects) make the €o[low ing revisions: 1. Page C3-3(3); the pamgmph after paragraph 3-3.7d Other Bonds should be revised to read: In order for a surety to be acceptable to the City, the surely must (I} hold a certificate of authority kora the United States secretary of the treasury+ to qualify as.a surety ars obligations permitted or required under federal law; or (2) have obtained reinsurance for any liability in excess of 100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of Texas and is the voider of a ce11 ficato of authority from the Untied States secretary of the treasury to quafify as s-surety on obilge tlons permift6d or required under federal law. Setisfaetary proof of any such ref nsurence shill to provided to the City upon request. The City, in its sole discretion, will determine the adequacy of the proof required herein. Revised Pg. 5 10124102 2.. Pg. C3-3(5) Paragraph C3-3.11 TNSLTRANCE delete subparagraph "a. COMPENSATION INSURANCE"'. 3. Pg. 0-3( , Paragraph C3-3.11 INSURANCE delete subparagraph "g. LOCAL AGENT FOR INSURANCE AND BONDINti". L. RIGHT TO AUDIT, Pari C- General Conditions, Section C8-8 MEASUREMENT ARID PA M-E ]T, Page C8-8 (5), add the following: CE-8-14 RIGHT TO AUDIT: (a) Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this contract, have aLcess to and the rigbt to examine and photocopy any directly pertinent books, documents, papers and records of the Contractor involving transactions relating to this contract. Contractor agrees that the City shall have access during normal working hours to all necessary Contr-Emetor ffic'tlities and shall tie Provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of#his-section. The City shall give contractor reasonAle advance notice of intended audits. (b) Contractor ftVher ams to include in all its subcontracts hemundet a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after&A payment under the subcontract, have actye�;s to and the right to examine and photocnpy any directly pertinent books, documents, papers and records of such subcontractor, involving transactions to the subcontracl and further, that City shall have access during normal working hours to all subcontractor facilities, and shall be provided adequate and appropriate work space, in order to conduct audits in compliance with the provisions of this article. City shall give subcon actor reasonable advance notice of intended audits. (c) Con"ctor and subcontractor Agree to photocopy such documents aq may be req=ted by the City. The City agrees to reirnburw the Contractor for the cost of copies as follows: 1. 50 copies and under- 10 cents per page 2, More than 50 copies - 85 cents for the first page plus fifteen cent's for each page thereafi[cr M. SITE PREPARATION: The Contractor shall clear rights-of-way or casements of obstruction which must be removed to make possible proper prose-uution of the work as a part of this project construction operations. The contrac[or's attention is directed to paragraph C6-6.10 work within easements, page C5-6(4), part C - Gev.era] Conditions of the Vater Department Cmaai Contract Document and General Specifeations. Devised Pg. C 14/24102 Cleaanng and restoration shall be considered as incidental to constxvction and all costs incurred will be considered to he included in the Linear Fant price of the pipe. N. € rArrence hart C - General Conditions, Section .8 BAMCADES. WARNINGS AND WATCHMEN: 1. Wherever the word Watchmen appaars in this paograph, it shall be changed to the word flagmen. 2. In the first paragraph, lines five (5) and six( ), change the phrase take all such other precautionary measures to hike all reasonable necessary measures. 0. NfINORTI'y/ QmEN BUSMSS ENTERPRISE O PLM E:. Reference Part C (General Conditions), Section C3-3.2 Entitled 11 MINOR ITY BUSTNESS ENTE .PI ISEf O1 A1-OW ED BUSMESS ENTERPRISE COMP E" shall he deleted in its entirety and rep Iacrd with the tbilowing: Upon reque~s# Contractor agrees to provide to Owner complete and accurate information regarding actual work perfornied by a Minority Business Enterprise(Nl-J E) and/or a Woman B'usjoe,s Eramprise(WBE) on the contract and lra ment therefore. Contractor flintier agrees to p-em-At an audit andlor exarniriation of any bookers, records or files in its possession that will substantiate the actual work performed by an N 13E and/or WBF. The misrepresentation of facts (other than a negligent misrepresenta6oa) and/or die commission of fwd by the Contractor will he grounds for termination of the onntFacl and/or initiating action under appropriate federal, state or local laws or ordinances relating to false statements; further, any such misrepresentation (other than aq�gligent mi smproacniation) atidVor commi Won of fraud will result in the Conuacror being deterrmini-M to be irresponsible and barred from participating in City work :for a periad of time of not less than thea(3)yean. P. WAGE RATES: Section tri-3.13 of the General Conditions is deleted and replaced with the following: (a) The contractor shall comply with allrequirements of Chapter 2258, Texas GYove=ent Code, including the payment of not less than the rates determined by the i pity Council of the City of Fort Worth to be the prevailing wage rates in accordanoe 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 Mate of acceptance (if the wont, rnaintain records that sbo 6) tete rnarne wd uouupation of each worker employed by the contractor in the construction of the work provided for to this contract; and (ii) the actual per diem wages paid to each worker. These records shall be.open at all reason ab le hours for inspection by the City. The provisions of Section -l, L. Right to Audit(Rev. 91.30/02) pain to this inspection_ Revised Pg, 7 CY24102 (e)Tho contractor shall include in its subcontmM an&nr AWA otherwiserequire all of its gob-ucntradonq to comply with paragraphs (a) and (b).above. (d)With e :h partial payment astimatc or payroll period, whichever is less, an affidavit stating that the contractor has complied with the requirements of Chapter 2258, Texas va merit Code, 'The contractor Aall post the prevailing wages rates in a conspicuous place at tho site of the project at all times. Revised Pg. 10/24/02 -8- PART T D -- SPECIAL CONDITIONS PART T D - SPECIAL CONDITIONS 0-1 GENERAL. ................ ... . . ........ .. ... . ..... ... ..........................—............,...,..,,...,...,.......3 5-2 COORDINATION MEETING..... .... .. .. .... ... .............. ...................................................4 D!3 Q0NTRACTOR CO�IPLIAI CE WITH WORKER' I�+I COF'ENSA 1T ON LAW...................4 F-__4 COORDINATION WITH FORT WORTH WATER DEPARTMENT,.................................. 7 D- 5 CROSSING OF EXISTING DTII ITIE .......... ....................... •-------- -.,.,......................... 7 t;i EXI SLIP,i LJ TI L I T1 ES AND IMPRQVEMEnNT§ ................................................................7 D- 7 QONSTRUCTION TRAFFIC OVER PIPELINES........................—....,..,.......,....,........ ,...-. � 0- 8 ERA FEl O RQLRQL.................................................................................................... . D- 9 DETO 9 .........................................................................................................I...........- Q- 10 FXAMI ATION N O_FSIDE .. . . . ......................................•--- . - --................ .......... . ..... D- 11 ZONING DOMPLIARC--E . ................................... . ...... . .. .. .................................... 9 D- 12 WATER FOR CONSTRUCTION.. ...... ............ ..............__9 D- 13 WASTE MATERI L .,.-.-_,_.,. ---------------------____..............................9 0- 14 PROJECT CLEANUP AND FINAL ACCEPTANCE. . .. . . . .................................... 10 5---15 CONSTRUCTION SCHEDULE AND SEQUENCING OF WOR L............................... 10 jE'16 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LIN—ES........ ......__...... 10 9:-.2 BID_QiJANTITTE . .................. .........—I.......,...........,.....1....................,.. .... 11 D- 18 CUTTING OF CONCRETE ......... ..................-..............—..... ........... ....... , ..... . 11 -6719 PROJECT DESIGNATION S 16 N.........................................—....................... ..,.....,... 11 D- 20 CONCRETE SfI]E VALKAND DRIVEWAY R EPLAQ EM ENT.................................... 11 D- 21 MISCE LLANEQUS PLACEMENT OF MATEIAL ..................................................... 1 Ll- 22 CRUSHED LIMESTONE BACKFILL.......................................................................... 1 0- 23 2:27 CONCRETE—.--__6ma_...._.6—.......­............­­­.................... .......... 12 D- 24 TF E1 I I E A 7l0N,13A KFILL,.AN-D om.. T.0 ....................................... 12 bl:7:25 TRENCH PAVENTENT (RE-1-2R A OR LJ` fL1TY .......... 14 D- 26 SITE SPECIFIC TRENCH SAFETY SYSTEM COVERS ASL PRQ.LECT .............. 14 D- 27 SAN[TARY SEWER MANHOLES .--•.......................................................................— 15 D- 28 SANITARY SEVVER SERVICES 18 6- 29 REMOVAL, SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES_.............. 19 F-3-0 DETECTABLE WARNING TAPES......,.... .............................. ........................,. .. 1 b---Tl I. PE, LE-A N . .. ....................................................................................:.............. 2 0- 32- DISPOSAL OF SPQ LT LL MATERIAL................................................__................. 22 Q- 33 MECHANICS AND MATER�AL E SLIFN........................-.............................,....... 22 D- 34 SUBISTJTUTIQNS .,,.,...,., ..........................------•---­........,....................................... 2 D- 35 PRE-CONSTRUCTION TELEVISION! INSPECTION OF SANITARY SEWER........... 2 6---36 VACUU.IA TESTING OF SANITARY SEWER MANHOLES........................................ 25 D- 37 BYPASS PU .P_J O,.......................................,...........................................,.............. 26 D- 38 POST-CONSTRUCTION TELEIII L 1N PE TION OF SAN tT RY-SEWER,---..... 27 €]- 39 SAMPLES AN QUALITY QONTROL TEST IFY_Q....................................................... 28 5-40 JE M PC RARY EROS I Q N SED1MENIT, ANN WATEq POLLLJ.TJON C0NT OAR DISTURBED AREAS LESS THAN 1- ACRE-)............................... .,.,.................. 9 0-41 INGRESS AND SSIOB RUCTION OF ACCESS TO DRIVES .. . ................. 30 D-42 PROTECTION OF TREES, PLANTS AND SOIL........................................................ 30 D- 43 SITE RESTORATION ..................................... ........................—............................... 31 D- 44 9.1TY OF FORT WORTH Sj:6NQ8 D FRQQUOT LIST ............................................. 31 D- 45 TOPSOIL. SODDING, SEEDING & HVDROMULOHIN ............................................ 31 D- 46 CONFINED SPACE ENTRY PROGRAM ------—------,.,,.,•------......•................................36 D-47 SUBSTANTIAL COMPLETION INSPECTIONIFINAkL INSPECTION..---------------- ......-36 CkN E7 Al +8iTI .1V 11) iR TREE �-IERE IQl fLATI .PIED Off! THE PLAN S) ., - ... .r......... 36 D- 49 CONCRETE ENCASEMENT OF SEWED PIPE ..................................,,,,..........,......, 7 D- 50 CLAY DAA ....................9..................,.. , ..,................................................ .............. 37 D� 1 EPLORATOfI EA /ATIQNDHOLE ................................................................ 37 INSTALLATION OF WATER FACILITIES......... ......... ...................... 38 52.1 Polvvin [ Chio(ldPVC 1 ter J'rpa ......................................................................... 38 rr -1 PAIN D - SPECIAL CONDITIONS 52.2 B#ac i .. ................................................................................................................. 38 52.3 Type of Casing Pipe................................ ....................... . ..... . ........ . .. . ............. . 8 52;A pat-Loik,................................................ ............................................................. ........ 39 52.5 Connection of ExlMing Mains.......................--...... .......... ......................... .............. 39 62.6 ValveOut-ins ............................................................................................................. 39 52.7 Vater Services. ........... .. ....................................................................................... 39 52.8 -1nch Tern ovary Lerv_iceiLin_e .............................................. .. ...... ... . ........ 41 ,� n i lrz iean ;F� Writer Line ................................. .. ..................... . ......4 52.10 Work Near Pressure PIgne Boundaries............—----------------- ...... .......... ----------.......4 52,11 Water Sample fallen......................................... ..,................................................43 52.12 Ductile Iran qnd ray Iron Fittings.............................................................._...............43 D-53 SPRINKLING FOR DUST CONTROL........ . ..........................................................44 Q- 54 QgV LkTERjNG........................................................................................... 0-55 TRE _ H EXCAVATION DIV DEEP TRENC--IEB....................................................... 44 DTREE PRUNINQ....................... . . ..... ..............: .. ..................................................44 a---57 TREE REMOVAL..........................--.. . ........ • ..................................... , .....45 p- 5$ TEST HOLES............................ ...............................................................................48 D- 59 PUBLIC NOTIFICA+►TIO{V PRIOR O BEGINNING CONSTRUCTION AND NOTIFICATION OF TEMEORARY,TEMPORARY, WATER S ERV IC E INTERRUEILO DIJRII�C OSTRUCT10N ......... . ............................................................................. .. .... „4$ D- 60 TRAFFIC BUTTONS. ........................................................ . ................._. ,. . .....,.....46 C1- 61 SANITARY SEINER F_PffE DLIlAI+101J�1 ................... . .. . . . ...... ......................48 D- 62 TEMPORARY i5 t EMENT REPAIR............. ........ .............. ...................47 D- 53 CONSTRUCTION STAKES .......................................................................................47 61-1 4 EEN- MTS AND�PERMITS. .............................. ................................................... 47 5---6-5 l?R +i TRU T10N NEIOHBORI-1 j D (V1ff Tj N ........................----..............48 T6£+ WADE RATES ........................................................................... .............................. 48 f'MD 1AI_ A—ND IDI S POSAL OF AS EfEtTQS QEMENT PITT ................................... 48 STORM WATER POLLUILQN-PRE ENTION,(FQ R D I STU KB8b:Ak EAS GREATER THAN1 A('RE)...........................- .......,,................................................................-.. ALJ 0-69 COORDINATION WITH THE CITY'S REPRESENTATIVE FOR OPERATIONS OF EXISTING WATER SST_. . E(~.+lS.................................................. ............................. 51 0-70 AD1)ITIONAL SLIBMITTALS FOR QQNTI AIOT AWARD............................................... 51 D-71 EARLY WARNING SYSTEM FOR CONSTRUCIlp ............................................:...... 51 D-772 a ........ ........ POLLUTION WATCH DAYS........... ..................... ......... 5 . . D- FEE FOR TREET US EV8kIMTS AMD.ISE-IN SPE CTI0N ......................................... 5 fc O-2 -- PART D 4 SPECIAL CONDITIONS This Parl D — Special Conditions Is complimentary to Part O — General Conditions and Part C1 — Supplementary ConditlQris to Parl C of the Contmct. Anything corntoined In this Part D that Is additive to arty provision in Part C — General Conditions acid part C1 — Supplementary Conditions to Pert O of the Contract are to be road together. Any conflict between Part O — General Conditions and Part C1 -- Supplementary CQnddiocis of the Cnntract and this part D. furl D shall control. FOR: SANITARY SEWER AND WATER LINE REPLACEMENT CONTRACTS 99LL -- VARIOUS LOCATIONS FORT WORTH, TEXAS EWER PROJECT NUMBER P253-541200-606170041283 WATER PROJECT NUMBER P258-54-1200-706170041283 DOE PROJECT NDs, 2981. 2982, 2983, 29,94, 2985 D-1 GENERAL The order or precedence in case of conflicts or discrepancies between vadour, parts of the Contract Docurnents subject to khe ruling of the Engineer shall generally, but not necessarily, follow the guidelines listed below: 1. Plans 2. Contract Uocumerits . Special Conditions The following Special Condittons shall be nppl`rcable to this project under the provisions stated above. The Contractor shall be responsible for defects in this project due to faulty materials and workmanship, or both, for a period of two (2) years from date of final acceptance of this project by the City sof Fort Worth and will be required to replace al his expense any part or all of this projecl which becomes defective clave to these causes- Subject to modifications as herein contained, the Fort Worth Wafer Department's General Contract Documents and General Speclfications, with latest revlsioris, aro made a part of the General Contract Documents for this protect. The Plans, these Special Contract Documents and the rules, regulations, requirements, instructions, drawings or details referred to by manufacturers name, or Identification Include therein as specifying, referring or implying product conlrol, performance, quality, or other shall be binding upon the contractor. The specifications and drawings stall be considered cooperative; therefofe, work or materlal call8d for by one and not shown or mentioned in the other shall be accomplished or famished in a faithful manner as trough required by all. Any Contractor performing any work on Fort Worth water or sanitary sewer facilities must be pre- qualified with the Water Department to perform such work In accordance wllt} Procedures described In the c urrenl Fort Worth Nater Department GeAneral Specifications, which general specificat3ons shall govern pertormartce of a tl such work. This contrast and project, where applicable, may also be governed by the two following published specificatlons. except as modlfled by (hese paclal Provisions: 1, STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY OF FORT ~NORTH Fy PART D - SPECIAL CONDITIONS . STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH CENTRAL TEXAS Any conflict between lhese contract documents And the above 2 publicettons shall be resolved In favor of these contract documents. A copy of either of these specifiicatlons may be purchased al the office of the Transportation and Public Works Director, 1000 Tttrockmorton Street, 2nd Floor, Municipal Building. Fart Worth, Texas 78102. The specifIcations applicable to each {gay Item are indicated by the call-oul for the pay item by the designer. if not shown, then applicable published specifications In either of these documents may be followed at the discretion of the Contractor. General Provisions shall be those of the Fort Worth document rather than DMsion 9 of the North Central Texas document. Bidders shall not separate, detach or remove any portion, segment or sheets from the contract document at any time. Failure to bid or fully execute contract without retaining contract documents intact may be grounds for designating bids as "non-responsive" and rejecting bids or voiding contract as appropriate as determined by the City Engineer. INTERPRETATION AND PREPARATION OF PRDPO AL- A. DELIVERY OF PROPOSAL No proposal will be considered unless €t is delivered, accompanied by its proper Bid Security, to the Purchasing Manager or his representative at the offic€al location and orated time set forth in the "Notice t4 Bidders". it is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will riot bo consid8red. The Bidders most have the proposal actually dellvered. Each proposal shall be In a waled envelope plainly marked with the word "PROPOSAL", and the name or descripticn of the project as desicgnaled in the "Natice to Bidders"- The envelope shall be addressed to the Purchasing Manager, City of Forl Worth purchasing Division, PO Box 17027, Fart Worth, Texas 76102. B. WITHDRAWING PROPOSALS, Proposals actually filed with the Purchesrng Milnager cannot be wtthdrawn prior to lite time set for opening proposals. A request for no n-ca nsid erati on of a proposal must be made in writing, addressed to the Oily Manager, and filed with him pr€or to the tirr7e set for the opening of proposals. After all proposals riot requested for non- consideration are opened and publ€cly read aloud, the proposals for which non consideration requests have been properly filed may, at the option of the Owner, be returned unopened, C. TELEGRAPHIC MODIFICATION OF PROPOSALS; Any bidder may modify his proposal by telegraphic comm unfcaflon at any lirne prior to the tame set far opening propes aIs, provided such telegraphic eornmunioatlon is received by the Purchasing Manager prior to the said proposal opening time, and provided further, that the City Manager is satisfied that n written and duly authenticated confirmation of such tefegraphio communication over the signature of the bidder was mailed prior to the proposal opening time. If such confirmation is not received within forty-eight (48) hours after the proposal opening time, no further consideration will be given to the proposal, D-2 COORDINATION MEETING Far coordInation purposes, weekly meetings at the jab site may be required to rnainlain the project on the desired schedule. The contractor shall be present at all meetings. D-3 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION ION LAW A. Definitions: PART D - SPECIAL CONDITIONS 1_ Cer#lfication of coverage ("certificate"). A copy of a certificate of insuranr-e, a certificate of authority to self-insure Issued by the commission, or a coverage agreement (TWC -81, TWC" , TWCC-8 , c T C-84), show!ng statutory workers' ccmpensation insurance coverage for the person's or entity's employees providing services on a project, for the duratlan of the project. 2. Duratlon of khe project - includes the time from the beginning of the work on the project until the con tractor's{person's work on the project has been completed and accepted b the governmental entity, . Persons provIding services on the project ("subcontfactor�" in §408.096)- includes all persons or entitles performing ail or part of the services the contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the contractor and regardless of whether that person has employees. This includes. Without llmitatton, independent contractors, subcontractors, leasing companles, motor carriers" owner operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" Include, without limilat 0n. providing, hauling, or delivering equipment or materials, or prevIdIng labor-, transportation, or other services related to a project. "Services" does not Include activities unrelated to the project, such as fo"beverage vendors, office supply deliveries, and defivery of portable toilets. 13_ The Contractor shall provide coverage, based on proper reporting of classlftcatlon codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 441,011(44) or all ernployees of the Contractor providing services on the project, for the duratton of the project. C. The Contractor roust provide a certificate of coverage to the governmental entity prior to being awarded ilia contract. R If the coverage perlad shown on the contractor's current certificate of coverage ends during the duration of the project, the contractor must, prior to the end of the coverage period, file a now certifrrate of coverage with the governmantsi entity showing that coverage has been extended. E. The Contractor shall obi-Ain rrom each person providing services on a project, and provide the government6l entity: I. A certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file rortincates of coverage showing coverage for all persons providing services on the project, and 2. leo later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period .shown on the current eertlfioate of coverage ends during the duration of the project. E The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. G. The contractor shall notify the governmental entity in writing by cerlifled mail or personal detivery, within tar (10) days-after the eoritractor knew or should have knawn„ of any change that materially affects the provision of coverage of any person pi-evicting services on the project. rra C-5 PART D - SPECIAL CONDITIONS H. The contractor shall poll an each project site a nolice, in the text, form and manner prescribed by (he Texas Worker's Compensation Ccmrnlssion, informing all persons providing services on khe protect that they are requited to be covered, and stating how a person may verify i�;Qverage and report lack of coverage. L The contractor shall contracWally require each person with whore It contracts to provide services on a project, to: I, Provide coverage, based on proper reporting on eiaseifrcation codes and payroll amounis and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 441,0111(44) for all of its employees providing services on the project, for the duraf ion of the project. . Provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage showIng that coverage is being provided for all employees of the person prov[ding services on the project, for the duration of the project; 3. Provlde the Contractor, prior to the end of the coverage period, a now certificate of coverage showing extension of coveraga, if the coverage period shown err the currcrtit certificate of coverage ends during the duration of the project; 4. Obtain from each other person Wth whom It contracts, and provide to the Contractor; a.) A certificate of coverage, prior to the other person beginning work on the project, and b.} A new certificate of coverage showing extension of coverage, prior to the end of the coverage period. if the coverage period shown on the current cartiFicate of cavierage enols dQrincg the duration of the project. S. Retain all required certificates of coverage on Ole for the duratlon of the projer-t and for one year thereafter. G, Notify the governmental entity In writing by certified mail or personal delivery, within tan (10) days after the person knew or should have known, of any change that materially affects the provis€ori of coverage of any person providing services an the project; anCi 7. Contractually require each person wilh whom It contracts, to perforin as required by paragraphs (1)-{7}, W]th the cert€ficates of coverage to be provided to the person for wham they are prav€ding services. 8. By signing this contract or providing or causing to be provided a certificate of coverage, the contractor Is Mpresenting to the gavemmental entity that all employees of the contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based nn proper reporting of classification cedes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self- insured, with the commission's Division of Self-insurance Regulation. Providing false or misleading information may subject the contractor €o administrative, criminal, civil pen slUes or other civil actians. 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 fhte contract void If the PART T D - SPECIAL CONDITIONS contractor does not remedy the breach withiri ton days attar receipt of notIce of breach from the governmental entlty. .f, The contractor shall post a notice on each project site Informing all persons providing sepAces on the project that they are required to be covered, and staling how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's CaFnpen5alion Act or other Texas Warker's Compensation Commission rules. This notice must be panted with a title in at least 30 point told type and text In at least 19 point normal type, and shall be in both English and Spanish and any other language comnion to the worker population. The text For (he Notices shall be the following text. without any additional words or changes. "REQUIRED WORKER'S MPENSATION COVERAGE The law requires that each persort working on this site or providing services related to this construction project must be covered by workers' compwsatian insurance_ This includes persons providing, hauling, or delivering ecloipment or materials, or providing labor or transportallon or other service related to the project, regardi"s of the identity of their employer or status as an ernployee." Call the Texas Worker's Compensation Commission at (512)440-3789 to receive information on the legal requirement for coverage, to verify whether your employer hes provided the required coverages or to report an emp€oyer's failure to provide coverage". D- 4 COORDINATION WITH /FORT WORTH WATER A=PARTMENT During the construction of this project, it will be necessary tO deactivate, for a period of time, existing lines. The Contractor shalt be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. D- to CROSSING OF EXISTING UTILITIES Where a proposed water line crosses over a sanitary sewer or sanitary sower service line and/or }proposed sewer line crosses over a water line and the clear vertical distance is less than g feet garret to barrel, the sanl#ary sewer or sanitary sewer service line small be made watertight or be constructed of ductlle iron pipe_ The Engineer shall determine the required length of replacement. The material for saniiery seVVGr n74ina Wld sanitary sewer laterals shall be Class 51 Ductile Cron Pipe with polyethylene rapping- The rrtat�rial for sanitary sewer service lines shall be extra strength cast iron soil pipe with polyethylene wrapping_ Adapter fittings shall be a urethane or neoprene coupling ASTM C-425 with series 300 stainiess steel compression straps. Backfill, fittings. tie-ins and all other associated appurtenances required are deemed subsidiary work. the cost of which shall be Included in the price bid In the proposal for each bid item. D- 6 EXISTING UTILITIES AND IMPROVEMENTS Turd plans show the locafians of all known surface and subsurface structures. However, the Owfler assumes no responsIbillty far failure to show any or all of khese structures on the Pians. or to 'show them in their exact location. it Is mutually agreed that such failure shall not be considered cuff dent basis for claims for additional compensation for ext-ra work or for increasing the pay quanhities in any manner whatsoever. The Contractor shall be responsible far verifying the locations of and prol-ecting aH existing ufil€ties, service lines, or other properly exposed by his constrticlion operations_ Contractor shall make al necessary provisions (as approve i 6r arAhwili-d' key the Applicable utility .company) for the support, protection or relocation, and/or temporary relocation of all utlfity poles, gas lines, PART D - SPECIAL CONDITIONS telephone cables, utlilty services, water mains, ,�anilary sewer lines, electrical cables, drainage pipes, and aJl other utlllties and structures both above and below ground during constructian. The Contractor is liable for all damages done to such existing facilities as a result of his operations and any and all cost incurred for the protectlon and/or temporary reincalion of such faculties are deemed subsidiary work and the cost of same and shall be included in the cast bid per linear foot of pipe installed. NO ADDITIONAL COMPENSATION WILL BE ALLOWED, Where existing utilities c service Riles are cut, broken or damaged the Contractor shall replace or repair the utilities or service lines with the same type of original material and construction, or better. unless otherwise Shawn or noted on the plans, at his own cost and expense_ The Contractor shall Immedlateiy notify the Owner of the damaged utility or service lime. He shall cooperate with the Owners of all utilities to locate exisling underground facilities and notify the Engineer of any conflicts I grades and alignment. In case it is necessary to orange or move the property of any owner of a public utility, such property shall not be moved or interfered with until ordered to do so by the Engineer. The tight is 1'88erved 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 made necessary by performance of this contract. The utllity lines and conduils shown on the plans are for informalion only and are not guaranteed by the City of the Engineer to be accurate as to extent, location, and depth; they are shown on the plans as thie best information available at the bene Of cleSlgnr from the owners of the utilities involved and from evidences found an the ground. D- 7 CONSTRUCTION UCTION TRAFFIC OVER PiPELINE it Is apparent that certain construction vehicles could exceed the load bearing capacity of the pipe under shallow bury conditions. It will be the responsibility of the Codirector to protect both the new line and the existing lines from these possibly excessive loads_ The Contractor shall not, at any time, cross the existing or new pipe with a truck delivering new pipe to the site. Any damage to the existing or riew pipe will be repaired or replaced by the Contractor, at the Contractor's expense, to tho satisfaction of the City. In locattons where it is not permissibin to cross the existing or proposed pipes without additional protection the Contractor rrray oJcct to provide additional protection of the pipes so that more frequent crossings or the pipes are allowed. It stilt is, however, the respon!;lbllity of the Contractor to repair ;iny damage to the existing or proposed lines, if the damage results from any phase of his construction operation. D. 8 TRAFFIC CONTROL The contractor will be required to obtain a "Street Use Per'rrttt" prior to slading work. As part of the "Street Use Permit" a traffic control plan is required. The Contractor shall be responsible for prt viding traffic control during the construction cif this project consistent with the provisions set forth in the "Latest Edition Texas Manual on Uniform Traffic Control Devices for Streets and Highways" Issued under (lie authority of the "State of Texas l.tnitorm Act Regulating Traffic on Highways,' cedifiW as Article 0701d Vernon's Civil Statutes, pertinent sections being Section Nos. 27, 29, 3O.and 31. traffic_control }Mara shall be submitted for review to Mr. Charles R_ Burkett, Cily Tr'afflo Engineer at t (817) 871-aT70, at the pre-canstructton conference. Although work will riott i ntii the PART ❑ -- SPECIAL CONDITIONS traffic zgntror plan has been revkewnd, the Contractor's time will buqtun accordance iii tha ILme fr -Pea lablished.ln the the Notice to the Conlracrtor, The Contractor will not remove any regulatory sign, instructional sign, street name sign or other sign. which has been erected by the City. If it Is determined that a sign must be removed to penult required constrLECNOn, the Contractor shall canl.acl the Transparfatlon and Public Works Department, Signs and Markings Division, (Phone Number 871-7738) Ia remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sign wlth a temporary sign rrreeting the requirements of the above-referenced manual and such temporary sign must be instafled prior to the removal of the permanent sign. If the temporary sign is not insfaifed correctly or if it does not meet the required speclkatlonsr the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent sign can be reinstalled, the Contractor shali again contact the Signs and Markings Dlvfsion to reinstall the permanent sign and shall leave his temporary sign in place until such reinstallation is completed. Work shall not be performed on certain locations/streets during hpeak traffic periods'" as determinatlon by the City Traffic Engineer and In accordance with the applicable provision of the °City of Fort Worth Traffic Control Handbook for Construcilnn and Maintenance Wurk Areas.,' The w8t of the traffle control Is subsidiary work and the cost of same shall be Included In [he pace bid Far pipe complete in place as bid in the Proposal. and na other compensatfon will be allowed. 1349 DETOURS The contra etor shall prosecute his work in such a rna�mar as to create a minim-um of interruption to t is and pude trian facilities and to Lhe flow of vehicular and pedestrian traffic widlLin the project arta. D- 10 EXAM INATION OF SITE It shall be the, responsibility of the prospective Molder to visit the protect site and make such axamiratfam, and explorations as may be necersary to determine all condifions, which may affect construction of this project. Particular attention should be given to methods of providing ingress and egress to adjacent private and public properties, procedures for pmiecting existing lmpravemenW and disposition of all materials to be removed. Proper consideration should be given to these details during Iiia preparation of the Proposal and all unusLial condktlons, which may gJve, rise to later contingencies sholAd be brought to the atterition of the Owner prior to the submission of the Proposal. D- 11 ZONING COMPLIANCE auriig the constmctlon of this project, the Contractor shall comply with present zoning requirements of the City of Fort Worth In the use of vacant property for storage purposes. D- 12 WATER FOR CONSTRUCTION The Contractor at his Own expense will furnish water for construction. 0. 13 WASTE MATERIAL All waste material shall become the property of the Contractor and shall be disposed of by the' Contractor at locations approved by the Engineer. All material shall be disposed of in such a i -9 PART D - SPECIAL CONDITIONS manner as to present a neat appearance and to not obstruct proper drainage of to cause injury to street Improvements or to abutting property. D- 14 PROJECT CLEANUP AND FINAL ACCEPTANCE The Contractor -shall be c are that kt�e g the project site in a neat and orderly condjtion is considered an integral part of the contracted work and as such shall be wnside 1 Nubsidiaty to the appropriate bid itcuu. Clean up work shelf be done as directed by the Engineer as the work pregrr see or as ne ded. if, in the, opinion of the Engineer it is necessary, clean-up shall leo done on a daily basis. Clean up work shall include, but not be limned to: 9 Sweeping the street clean of dirt or debris ■ Storing excess material in appropriate: and urgranized manner • Keeping trash of any Kind off of residents' property If the Engineer- docs not feel That the jobsite has been kept in an orderly condition, on the next estimate payment(and all subsequent payments until campl ted) of the: appropriate bid items) will he reduced by 2 %. Final cleanup work shall be done for#his prolecl as soon as all construe lion has been corn pleted. No more than seven days shall elapse after compdetlon of con struclion before the roadway, right- of-way, or easement is cleaned up to the satisfaction of the Englneer. The Contractor shall make a final cleanup of ail parts of the work before acceptanoe by the 0ty of Fort WQdh or its representative. This cleanup shall include removal of all objectlonable rods, pieced of aspheil or concrete and other construction materials, and In generml preparing the site of the work irl an orderly manner and appearance. The City of Fort Worth Department of Englneertng shall give final acceptance of the nampleted project work. D- 15 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK Prior to executing the Contract, it shall be the fesponsibitity of the Contrattor to furnish a schedule outlining the anticipated time for each phase of construction with slnrling and completion dates, including sufficient time being allowed tor c leamip. The Contracts{ shall coat oornrrenico with'water and-lor sanitary sewer irisr�taillatiountil such ilme that [he surrey cut-sheets have burr r cety d from the.tufty Inspector. D- 16 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES The following procedures will he followed regarding the subject Itam on this contract: 1. A warning sign not less than rive inches by seven Inches, painted yellow with blade letters that are leglble at twelve feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers. holsting equipment or similar apparatus. The warning sign shall read as follows: "WARNING - UNLAWFUL TO OPERATE THIS EQUIPMENT MTHIN SIX FLEET OF HIGH VOLTAGE LINES." . Equipment that may be operated within ten feet of hi0h voltage limes shall have insulating cage-type of guard about the Doom or arm, exoepl back hoes or dippers, and insulator links on the lift hook connectl€ ns. 3. When necessary to work within six feet of high voltage eleotdo lines. natificaUan shall be given the power company (ONCORE) who will erect temporary mechanical barriers, de- onergixe the lines, or ralse or lower the lines. The work done by the power company shall FW7A-% SC-10 PART D - SPECIAL CONDITIONS not be at the expense of the pity of Fort Worth. The notifying department shall maintain an Eiccurate lag of all such cal1q to ON CORE, and shall record action taken in each case. 4. The Contractor Is required to make arrangements with trio ONCORE company for the tempQrary relocation or raising of high: voltage lines at the Contractor's sole cost and expense. 5_ No person: shall work within six feet of a high voltage lirte w1thout protecflon having been taken as outlined in Paragraph (3). D- 17 BID QUANTITIES Bid quantities of lite various Items In the proposal are for comparison only and may not reflect the actual quantl#ies, There Is no lim t to which a bid iters carp be increased or decreased, Contractor shall not be entitled to renegotiation of tAnit prices regardless of the finial measured quantities. To the extent that 4-4.3 conflicts with this provision, thl� prQvlslon ca ntrols, No claim will be considered for lost or anticipated profits basad upon differences In est€rrfated tioentities versus actual quantttles, D- 'I8 CUTTING OF CONCRETE When axistIng concrete Is rout. such curs shall be made with is concrete saw. All saucing shall be subsidiary to the unit cost of the respective item. D- 19 PROJECT DESIGNATION SIGN Project signs are required nt all locations. It shall be in accordance with the attached f=igure 30 (dated 9-18-96), The sfgns may be mounted on skids or pasts. The Engineer shall appro)re the exact locations and methods of mounting. In addition to the 4' x 8' project signs, project signs shall he attaQh8d to bafrlcades used where manhole rehabilitation or replacement is being oonductisd, Sigms Suspended from: barricading shall be placed in such a way that sighs do not Interfere with reflective paint or coloring on the befrloades, Barricade signs shall be in accordance with Figure 30. except that they shall be V-0" by 7'-9" In size. The Information box shall have the foliowIng information: For Questions on this Project Cali: (817) 871-8306 M-E 7:30 am to 4,30 p.m. or (817)871-8300 Nights and Weekends Any and all cost for the required materials, labor, and equipment necessary for the furnishing of Project Signs shall be. Wnetdered as a subsidlary cost of the project and no additional compensation will be allowed, 0- 20 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT At locations in the project where rnains are required to be placed under existing sidewalks andlor driveways, such side aiks andior driveways shall be completely replacer: for the full existing width, txetween existing construction or expansion joints with 3000 psi concrete with reinforcing uteel on a sand cushion in accordance wilh City of t=ort WDdh TFaflsportataontPublic Works Deparimi§nt Standard Specifil atians for Construction, Item 504. At locations where maims are required to be placed undi5!r existing curb and gutter, such curb and gutter shall be replacer) Lo match type and geomiEAry of the removed curb and gutter shall be �a6r���oa -11 PART D - SPECIAL CONDITIONS -- lnstailed in accordance with City of Fart Worth Public Works Department Standard Specification for QnStrUC1[Qn. Item 502. Payment foo cutting, backfill, concretes, forming rnaterlals and all other associated appurtenances required, shall be included in the cgLpare yard pdoe of the bid item for concrete sidewalk or driveway repair. D4 21 MISCELLANEOUS PLACEMENT OF MATERIAL Material Inas been allocated under various bid items in the Proposal to establish unit prices for miscellaneous placement of material_ These materials shall be used only when directed by the Engineer, depending an held conditions. Payment for misceilaneous placement of material will be made for orgy that amount of material used, messured to the nearest one-tenth unit- Payment for miscellaneous placement of manorial shell be In accordance with the General Contract Documents regardless of the actual amount used for the project. D- 22 CRUSHED LIMESTONE BACKFILL Where specified art the plans or directed by the Engineer, Crushed L.irneE; one shall be used for french backfill on this project The material shall oonform to Publlo Warks Standard Specifications for Street and Storm Crain Construction Division 2 Item 203.2 - Materials and Divlslon 2 Item 208.3 - Materials Sources. Trench backfill and compaction shall meet 1136 requirements of E2-2 Excavation and Backfill, Consiruction Specifications, General Contract Documents. Payment for crUShed lirnestone backhil in place shall be made at the unit price bid In the Proposal multiplied by the quantity of material used measured in accordance with E2-2.16 Measurement of Backfill Materials, Construction Specifications, and General Contract Document's_ D- 23 2:27 CONCRETE Transpartaflan and Public Works Deparlmnnt typical sections for Pavement and Trench Repair for Utility Cuts Figures 1 through 5 T-efer to using 2:27 Concrete ars base repair. Since this call-out includes the word "concrete", the consistent interpretation of the Transportation and Public Works Departmeni is that this ratio specifies two ( ) sacks of cement per cubic yard of concrete, D- 24 TRENCH EXCAVATION, BACKFILL, AND COMPACTION Trench excavation and beckfill under parking lots. driveways, gravel surfaced roads, within easements, and within existing or future R.O.W. shall be in accordance with Seclions EI-2 Backfill and E -2 1`xcavatlon and Backfill of the fieneraf Contract Documents and Specifications except as specified hereln. 1. TRENCH EXCAVATION: In accordance with Section E2-2 Excavatlon and Backfill, if the stated maximum trench widths are exceeded, either through accident or otherwise, and If the Eng€neer determines that the design loadings of the pipe w1lI be exceeded, the Contractor will be required to support the pipe with an improved trench bottom. The expense of suoh remedial measures shall be entirely the Ccntractoi's own. A1C trefiching operations sha11 be confined to the widlh of permanent rights-of-way, permanent easements, and afiy temporary construction easements. All'excavation shall be in strict compliance with the Trench Safety Systems Special Condition of [his document, . TRENCH BACKFILL; Trenches which lie outside of existing or future paverrrerit shall be backfilled above the top of the embedment material with Type r,C" backfill material. Excavated material used for Type "C" backfill roust be mechanically compacted unless the Contractor can furnish tha Engineer with satisfactory evidence that the P,I, of the excave ted material Is less than 10117104 -12 FART D - SPECIAL CONDITIONS 8. Such evidence shall be a test report from an independent testing laboratory and must include representatIve samples of soils in all fnvolved areas, with a map showing the location and depth of the various test holes. If excavated material is obviously granular in nature. containing little or no plastic material, the Engineer may waive the test report requirement. See E1- .3, Type "C" or "D'" Backfl11, and E2-2-11 Tranch Backfill for oddltion al requirements. When Type "C" beck-fill material ls rot sultable, at the direction of the Engineer, Type 13" backfill material shall be used. In general, M backfill material for trenches In existing paved streets shall be In accordance wIth Figure A. Band material speclfled in Figure A shall be obtained from ars approved source and shall consist of durable particles free of thin or elongated pieces, lumps of clay, soil, loam or vegetable matter and sh.aIJ meet the fallowing gradabcn: Less than 1 OQA passing the 9209 sieve P.L = 10 or fess Additiona€ly, the crushed limestone embedrrienI gra datlan specified Gn Section E1-3 Crushed Limestone for Embedment of the General Contract Documerrfs and Speclflcations shall be replaced with the following: Siege Size °lo Retained - 'f" 0-10 1/2" 40-75 318" 55-90 #4 99-I OG #8 95-190 AJI other provisions of this sectian shall' remain the same_ 3. TRENCH COMPACTION: All trench backfill shall be placed in tiffs per E2-2.9 Backfill. Trenches which lie outside existing or future pavements shall be compacted to a minlrnum of 90' Standard Practar Density (A.S.T,f11. D698) by mechanical devices specifically designed for compaction or a combination of methods subject to approval by the Engineer. Trenches which lie under existing or future pavement shell be beokfiiled per Figure A with 95% Standard proctor Dansily by rnechanicaI devices specifically desIgned for compaction or a cornbinaflon of methods subject to approval by the Engineer. Backfill materlal to be compacted as described above rrrList be Within +-4% of its opUrnuri moisture content. The top two ( ) feet of sewer IIne trenches and the top eighteen (18) inches of water fine may be ro[led fn with heavy equipment tires, prov[ded It is pfaced In lifts appropriate to the material being used i8nd the operation can be performed without damage to the installed pipe. The City, at Its own expense, will perform trench compaction tests per A_S.T-K standards on all trench backfill. Any retesting required as a result of failure to compact the backfill material to meet the standards will be a the expense of the Contractor and will be billed at the corn mercial rates as determined by the City. These sail density tests shall be performed at two ( ) foot vertical intervals beginning at a level two ( ) feet above the top of the installed pipe and continuing to the top of the completed backfill at intervals alone the trench not to exceed 300 Linear feet. The Contractor wl11 be respons1ble for praviding access and trench safety system to the level of trench backtliI to-be tested. N extra compensation wl11 he alto ed for exposing the backfill layer to be tested or providing trench safety system for tests conducted by the City. 4. M EAS ANN PAYMENT-. All material. with the 4icdspt&W Type "i3" backfill, and labor costs of excavation and backfill wi€l be included m the prico hid per Iinear foo# of watef and sewer pipe_ Type "B" backfill shaII be paid for at a.prq-bid unit pPc:e of $15.00 per c tibic yard F 012 JAW SC-13i - PART D - SPECIAL CONDITIONS D- 25 TFLENCH PAVEMENT (PERMANENT) REPAIR (E2-19) FOR UTILITY CUTS Thi: unit price bid Lm der the appropriate bid item of the proposal skull cover ell cost for providing pavern8nt repair equal to or superior In composition, thickness, etc.. to existing pavement as detailed in the Public Works Department typical sections for Pavement and Trench Repair for Utility Cuts, Figures 2000-1 through 2000-3. The results of the street cores that wera conducted on the project streets. to determine HIMA depths on existing streets, are provided in these specificatfans and contract documents. All required paving cuts shall be made with a concrete saw in a true and straight line on both sides of the trench, a minimum of twelve (1 2) inches outside the trench walls. The trench shall be backfilled and the top nine (9) inches shall be filled with required materials as shown on paving dntails, compacted and revel with the finished street surface. Th[s finished grado shall be maintained in a serviceable contrition until the paving has been replaced. All residential driveways shall be accesslble at night and over weekends, It has been determined by the Transportation and Public Works Oepartrmenl that the strlp of exlsIii ng H MAC pavement between the existing gutter anti the edge of the trench pavement repair will not hQfd up if such strap of existing pAvemen l is two (2) feel or lest in width, Therefore, at the locations in the project where the trench wall Is three (3) feet or less from the lip of the existing guitar, the Contractor shall be requiFed to remove the existing paving to such gutter. The pavement repair shall than be made from a minirM;Lpm distance of twelve (1 2) inches outside the trench wall nearest Ilia canker of the street to the gutter fine. The pavement shell be replaced within a maximum of five (5) working days, providing job placement conditions will permit repaving. If paving conditions are not suitable sof repaving, in fhe npinicn a the Owner, tine repaving shall be done at the earliest possihI,o date_ A permit must be obtained from the Department of Engineering Cvnsiruction Servicer, Seution by the Contractor in conformance with Ordinance No_ 2449 andlor 0rdilnance No. 79 2 to make utility cuts fn the street. The Department of Engineering will inspect the paring repair after conslruatlpn. This permlt requirement may be ,warred if work is being done under a Performance Bond and inspected by the Deparlment of Englneedng. Q- 26 SITE SPECIFIC TRENCH SAFETY SYSTEM (COVERS ALL PROJECTS) A. GENERAL; ThIs specificatlan covers the trench safety requirements for all trench excavations exceeding depth of five (h) feet in order to protect workers from cage-ins. The requirements of this item govern all Irenches for mains, manholes, vaults, service lines, and all other appurlanances. The design for the trench safety shall be signed and sealed by a Registered Professional Engineer licensed in Texas. The trend safety plan strap be specific for each water and/or sanitary sewer fine included in the project. B. STANDARDS: The latest version of the U-S_ Department of Labor, Occupational Safety and Hoalfh Administraliorr Standarft, 29 CFR Part 1926, Sub-Part P - Excavations, are hereby made a part of this specification and shall be the minimum governing requirements for trench safely. D. DEFINITIONS. PART D - SPECIAL CONDITIONS 1, TRENCHES - A trench is referred to as a narrow excavation made beiow the surface: of the ground in which the depth is greater than the width, whore [lie width measured at the bottom is not greaier than fifteen (fib) feet„ BENC H I N G SYSTEM - Benching maans excavating the sides of a [rench to form one or a series of horizontal level or sups, usually with vertical ar near-vertical surfaces b8tween levels. 3. SLOPING SYSTEM - Sloping means excaysling to farm sides of a trench that are incl[ned away from the excavation. 4. SHIELD SYSTEM - Shields used In trenches are generally referred to as "trench boxes. or 'trench shields". Shield means a structure that is able to wi#hs[and the forces imposed on it by ail cave-in and protect workers within [lie structure. Shields can he permanent structures or can be designed to be portable and move along as the work progresses. Shields can be ei#her {gra-manufactured or job-built in accardance with OSHA standards, b- SHORING SYSTEM - Shoring means a structure -such as a metal hydraulic, rnemchariical or limber system that supports the sides of a trench and which Is des[goed to prevent cavo-iris. Shoring systems ars genarally comprised of cross-braces, vertical rails, (upr[ghts), horizontal rails (wa[es) aodlor sheeting, D. MEASUREMENT - Trench depth is the vertical measurerhent from the trap of the existing ground to the bottom of embedrneait or bottow of excavation. The quantity of trench safety systems shall be based on tine linear foot amount of [rench depth greater tha n five (8) feet. E. PAYMENT - Payment shall be full compensation for safety system design, labor, tools, materials, equipmerit and incidentals necessary for thtie irrslailation and removal of trench safety systorns. D- 27 SANITARY SEWER MANHOLES A. GENERAL: The installation, replacement, and/or rehabilitation of s8nitary sewer manhailes wall be required as shown on the plans, andlor as desm-lbed in these Special Contract Documents In addition to ih7ose located in #i,e field and Ideritll'ied by the Engineer- X111 manholes shall be in accordance with sect lons Et-14 Materials for unitary Sew8r Manholes, Valve Vaults. Etc., and E2-14 Vault and Manhole Conslruction of the General Contract Documents and Speciff,cations, unless amended or superseded by requirements of th[s Special Condition. For new sewer line installations, the Contractor shall temporarlly plug all .Rhes at every open manhole lander oonstructivn in order to keep debris cut of the dry sewer lines. The piugs (hall not be i-emoved LInti[ the applicable manhole complete with corse section has been constructed and the hid installed to beep out debris as a result of additional construction. 1, CONCRETE COLLARS. Concrete collars will be required on all manholes specified las per Figure 121. - ATERTIOH'i' MANHOLE INSERT&INSERTWatertlght gasket manhcle inser[s shall be installed in all sanitary sewer manholes. Inserts steal[ be constructed in accordanca5 with Fort Werth Water Doparim enI Standard E100-4 and shell he fitted a nd IristaIled aCccrding to the manufacturer's recommendations. Sta[n[ess Steel rnnnhole inserts shall be required for all pipe diameters 18" and greater. -10/27 ,X SC-15 PART D - SPECIAL CONDMONS . LIFT HOLES, All lift holes shall be pNgged with a pre-cast concrete plug_ The lift hole shall be sealed on the outside of the manhole with Ram-I ek or an approved equal sealant. The lift hole shall be sealed on the inside of the manhole with quick setting cement grout. 4. FINAL RIM ELEVATIONS. Manhole rims In parkways, lawns and other improved lands shall be at 8rl elevatGah not more than one (1) nor less lhan one-half (1/2) inch above the surrounding ground. Backfill shall provide a unifof-m slope from the top of manhole testing for not less than three (3) feet each direction to existing finish grade of the ground_ "The grade of all surtares shall be checked for proper slope and grade by string lining the entire atea regarded near the manhole. Manholes in opera fields, unimproved land, or drainage courses shall be at an elevadan shown on the drawings or minimum of 8 Inches above grade, S. MANHOLE OVERS-. All licca shall have pick slots in lieu of pick helps_ Manhole frames and covers shall be McKinley. Type N, with indented top design, or equal, with pick slots. Covers shall set flush with the rirn of the frame and sha11 have na larger than 1 18-inch gap between the frarne and cover. Bearing surfaces shall be machine finished. Locking manhole lids and frames will be restricted to locailons within the 100-gear fioodplaln and areas speclllcally designated ars the plans, Certain teed Ductile Iran Manhole Lids 8nd Frames am acceptable for use where lacking W5 are specified. 8. SHALLOW CONE MANHOLES: Shallow manhole construction will be used when manhole depth is four (q) feet or less, All shallow cone manholes shall b8 guilt In accordance with f=igure 105. All shallow cone manholes shall have a oast Iron lid and frame with pick slots. NOTE: MANHOLES PER FIGURE 106 WILL NOT BE ALLOWED. 7. MANHOLE STEPS- No manhole steps are to be installed on any sanitary sewer manhole. 8_ E TER10R SIJ RFACE C OAT ING: Rxterior surfaces Qf all manholes shall be coated with two reap coats of coal tar epoxy, hoppers "Bitumastic Super Service Black" Tnemec "46- 450 Heavy Tri emccol." or equal to, a mini rnum or 14 rails dry fFlrn thickness. 9_ MANHOLE JOINT SEALING, All interior and/or exterior Joints on concrete manhole sections constructed for the City of Fort Worth Water Department. excluding only the jolnts using a trapped type performed O-ring rubber gasket shall require Bitumastic joint sealants as per Figufe _ This sealant shall be pre-formed and trowefable Bitumastic as manufactured by Kent- Seal, loam-Nek, E-Z Stick, or equal. The joint sealer shall be supplied in either extruded pipe form or suitable crass-sectlonal area or fiat-tape and shall be sized as recommended by the rn8nUFaaturer and approved by the Engineer. The joint sealer shall be protected b 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 totally flexible without shrinking, hardening, or oxidizing regardless of the length of lime It is exposed to the elements. Thn manufacturer shall furnish an affidavlt attesting to the successful use of the product as a pre-tormed flexible joint sealant on ccncrete pipe and manhole sections Ear a period of at least five years, B_ EXECUTION, JW27 t -16 PART T D - SPECIAL. CONDITIONS 1, INSTALLATION OF JOINT SEALANT: Each grade adjustment ring and manhole frame shall be sealed with the above-specified materials. All surfaces to be in contact with the joint sealant shall be thoroughly cleaned of dir(, sand, mud, or other foreign matter. The manufacturer shall apply a printer to all surfaces prior to installing the joint sealant In accordance wRh the recommendations. Th(t protective wrapper shall remain on the joint sealant until immediately prior to the placement of the pipe in the trench_ ,after removal of the protective wrapper, the joint sealant shall be kept clear~. Install frames and cover over manhoie opening with the bottom of the +fags resting on Biturnastic joint sealer. Frames and gred e rings shall rest on two (2) rows (Inside and outside) of BitumasUc Joint sealer. 2. SEALING AND/OR ADJUSTING EXISTING MANHOLES: ExcaVate (reci~angular full depth saw cut if [n pavement) adjacent to the manhole to expose the entire manhole frame and a minlmurn of 6 inches of the manhole wall keeping the sides of the trench nearly ver cal. Remove manhole frame frorn the manhole structure and observe the condition of the frame and grade rings. Any frame or grade ring that Is not suitable for use as determined by the Engineer shall be replaced. Grade rings that aro constructed of brick, black materials other than pre-cast concrete rings, or where necessary and approved by the Engineer, shall be repisced with a pre-cast flattop section. Pre-oast concrete rings, or a pre-cast concrete flattop section will be the only adjustments allowed. In brick or block- manholes, 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 unsmind, notify the Engineer prior to replacement of the grade rings and manhole frame. Existing brickwork, if damaged by the Contractor, shall be replaced at tete Dgntractor*s expense. Wire brush manhole frame and exposed manhole surfaces to remove dirt and loose debris. Coat exposed manhole surfaces with an approved bonding agent followed by an application of quick setting hydraulic cement to provide a smooth working surface. If the Inside diameter of the manhele Is too large to safely suppart new adjustment rings or frames, a flat top section shall be installed. Joint surfaces between the frames. adjustment rings, and cone sectlon shall be free of dirt, stones, debris and voids to ensure a watertight seal, Mace flexible gasket joint material along the inside and outside edge of each joint, or use troWelable material in Ileu of pre-formed gasket material. Position the butt joint of each length of joint material an apposite sides of the manhole. No steel shires, wood, stones, or any material not specifically accepted by the Engineer may be used (o obtain final surface elevation -of the manhole frame, In paved areas ar future paved areas, castings shall' be Installed by using a straight edge not less than ten (10) feet Jong so khat the top of the casting will conform to the slope and finish elevation of the paved surface. The top of the casting shah be 113 Inch below the finished elevallon. Allo ences for the compression of the Jain( material shall be made to assure a proper fin aE grade elevation. 3. EXPOSED EXTERIOR URFA E : All expesed exterior surfaces shall be coated with two mop coats of coal tar epoxy. Copper "Bitumastic Suer Service SlaGk"; Tnemec "46- 450 Heavy Tnemecal", or equal, to a minimum of 14 arils dry film thickness. 4. The exterior surface of all pre-cast seaon joints shall be thoroughly cleaned with a wire brush and then waterproofed with a 1/2-inch thick coat of trowelable bitumastic joint PARS' D - SPECIAL CONDITIONS sealant from 6-inches below to 6-inches abova the joint. The coated joint shall than be wrapped with 6 mil plant€c to protect the sealant fmm damage during backfilling, . ME SU EMENT AND PAYMENT: The price bid for new menhole Instaliatians shall Include all labor, equipment, and materials necessary for construction of the manhole including, but not limited to, joint sealing, lift hole sealing and exterlor surface coating. Payment shall not include pavement replacornent, which If required, shall be paid separately. The. price bid for reconstruction of existing manholes shall include all labor equipment and rnateriats necessary for construction of new manhole, including, but not limited to, excavation, backfill, disposal of ma[erialsr joint seating, lift sole sealing and exterior surface coating. Payment shall not Include pavement replacement, which if required, shall be paid separately. The price bid for adjusting and/or sealing of existing manholes shall include all labor, equipment and matefials necessary for adjusting and/or sealing the manhole, including but not limited to, jolnt sea ling, lift hole sealing, and exterior surface coating. Payment for concrete collars will be made per each. Payment for manhole inserts will be made per each_ D-28 SANITARY SEWER SERVICES Any reconnection, relocation, re-routes, replacement, or new sanitary sewer service shall be required as shown on the plans, ant!/or as descrIbed in these Special Contact Documents in addition to those located in the field and ident[fled by the Engineer as active sewer taps_ The -service connections shall be constructed by the Contractor ut1lizing standard factory manufactured tees_ City approved factory manufactured saddle taps may he used, but only as directed by the Engineer. The deehsion to use saddle taps as opposed to tens shall be made on a case-by-case basis. The Contractor shall be responsible for coordinating the scheduling of upping crews with building owners and the Englnear In order that the work be performed in an expeditious manner. A minimum of 24 hours advance notice shall be .green when taps will be required. Severed serv[ce connections shall be maintained as specified In section -6.15. D, SEWER SERVICE RECONNECTION, When sewer service raconnection is called for the Contractor skull vertically adjust the existing sewer service liege as required for reconnection and furnish a new tap. The fittings used for vertical adjustment shall consist of a maximum bend of 45 degrees. The tap shall be located so as to fine up with the service line and avoid any horizontal adjustment. Fot open cut applications, all sanitary sewer service lines shall be raplaced to the property or easement line, or as directed by the Engineer_ SanMry sewer services on sewers being rehabilitated using pipe enlargement methods shall be replaced to the property or easement line or as directed by the Englneer. Procedures listed belool fsor Sewer Service Replacement shall be adhered to for the installation of any sewer service line including the incidental four (4) feet of service lure which is Included in the price bid for Sanitary Sewer Taps. Payment for week such as backfrll. saddles. tees, fittings Incidental four (4) feet of service line Rnd all other associated appurtenances required shall be included in the price bid for unitary Sewer Taps, E. EWF-R SERVICE REPLACEMENT: All bullding sewer services encountered during constructlon shall be adjusted and/or raplaced by the Contractor as directed by the Engineer as required for the connection of the sewer servlQe line. if the sewer service line is in such condition or adjustment necessitates the replacement of the sewer service line, all work shall be performed by a licensed plumber. The Engineer shall determine the length of the replacement, All.sawer services shall be Instalied at a minimum of two ( ) percent slope or as IWrMa -18 PART D - SPECIAL CONDITIONS approved by the Engineer. For sktuations involving sewer service re-routing, whether on public or private property, the City shall provide line and grade for the sewer service fines as shown on the project plans_ Prior to Installing the applicable sewer main or lateral and the necessary servJce Eines, the Contractor shell verify (by tie-holing at the building clean-out) the elevations (shown on the plans) at the building clean-out and compare the data with the elevation at the proposed connection poin( on the sewer main, Jn order to ensure (hat the two (2) peroent mJnirnum slope (or or. speclfled by the Engineer) requirement is satisfied. Ekevatlans shall also be verifled at all }pend locatlons on the service re-route. Ali appllcabke sewer mains, laterals and affected service lines that are installed without pre-construction de- holing at the affected residences (to verify design elevations) shall be removed and replaced as necessary at the ontractar's expense in the event, grade conflicts are brought to light after de-holing Is conducted. All elevation Information obtained by the Contractor shall be submitted to the Inspector. The Engineer shall be immediately notified In the event that the. two ( ) percent minirnum slope is not satisfied, if the Contractor determines thai a different alignment for the re-route is more beneficial than shown on the pians, the Contractor shall ob n and submit all relevant elevation Information for the new alignment to the inspector and shell be responsible for ensuring that the two ( ) peroent minimum grate (or as approved by the Engineer) is sa[is Fied_ Prior (o becKINng, the Contractor shaJI double-Check the grade or the installed service Ilne and submit signed documentation verifying ilial the line has been installed as designed to the Engineer. The Contractor, all Its sale expense, shall be required to uncover any sewer service for which no grade verification has been submitted, All re-routes that are not installed as designed or fall to meet the Qjty code shall be reInstailed at the oritwator's expense. The Contractor shall ensure that the service line Is backfilled and compacted in accofdance with the City Rumbing Code. Connection to the existing sewer service line shall be made with appropriate adaptor fittings. The fitting shall be a urethane or neoprene coupling . .T.M. D-425 with series 300 stainless steel compression straps, The Contractor shaJI remove the exJsting clean-out and plug the abandoned sewer service lige. The contractor shall utilize schedule 44 PVC for all sanitary sewer service re-routes or reioc'alions located on private property. Furthermore, the contractor shall utilize the services of a 11censed plumber for all aervfce line work on private property. Permit(s) must be obtalned from the City of Fort Worth Development Department for all service line work on private property and all work related to the service line must be approved by a City of Fort Worth Plumbing Inspector. A copy of the plumbing permit shall be provided to the Engineer prior to beginning work on (lie sanitary sower service re-route and prooF of final acceptance by the Plumbing lnspecRar shall be provided to the Engineer upon completion of the sanl(ary sewer re-route. Payment for work and materials such as backfill, removal of existing clean-outs, plugging the abandoned sower service One. double checking the grade of the installed service line, pipe fittings, surface restoration an private property (to match existing), and all other associated work for service replacements in excess of four (4) linear feet shall be included in the linear Fact price bid far sanitary sewer-s erviGe fine replacement on privatin property or pubiic right of way. Payment for all work and material 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 andlor abandonment of existing facilities will necessarily be rewired as shown an the playas, and/or described in these Special Contmct Occuments in addition to those located in the field and identified by the Engineer. This work shall be done in accordance with Se otion -1.5 SaIvaging of Metehal and E2-2.T RernovIng Pipe, of the GeneraI Contract Docriments and Specifications, unless amended or superseded by requirements of this Special ondflion. rnrra SC-19 PART D } SPECIAL CONDITIONST A. SALVAGE OF EXISTING WATER METER AND METER BO)C; Exiatkig water meter and meter box shall be removed and returned to than Water Department warehouse by the Con[rad or in accardance with Section E2-1.5 Salvaging of Materials. B_ SALVAGE OF EXISTING WATER ME=TER AND CONCRETE VAULT LID; Existing water mater and concrete vault lid shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. Thr concrete vault shall be demolished in place to a paint not less than 18 Inches below final grade. The concrete vault shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with extsting surrounding surfacre and grade. G_ SALVAGE OF EXISTING FIRE HYDRANTS- Existing Etre hydrants shall t�e rernaVed and m4urnecl to the Water Department warehouse by the Gnmractor in accordance with Section E 2.1,5 SalvagiN of Materials. The void shall be backfilled and compacted in accordance with backfill method as specified In Section 112-2-9 Baackfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoratlon shall be compatible with existing surrounding surface and grade. 0. SALVAGE OF F- ISTf NG GATE= VALVE. Existing gate valve and valve box and lid shall be removed and returned to the Water Dap;Wment warehouse by the Contractor in accordance with Section E2-1_5 Salvaging of Materials. The void area caused by the valve removal shall be backfilied and ccrnpacted In accordance with backfill mel had as specified in Section E2-2.9 Backfill. Backflll material shall be suitable excavated alaterial approved by the Engineer_ Surface restoration shall be compatible with existing surrounding surface and grade. If the valve Is In a concrete vault, the vault shall be demolished In }dace to a point no leas than 18" below final grade, E. ABANDONMENT OF EXISTING GATE VALVE: Existing gate vaEve and box lid shall be abandoned by first closing the value to the fully closed position and demolishing the valve box in place to a paint nol less than 18 Inches below final grade. Concrete shall then be used as backfill material to match existing grade. 1^_ ABANDONMENT OF EXISTING VAULTS: Vaults to be demolished in }dace shall have top slab and lid removed and vault walls demolished to a point not less than 18" below final grade. The void area carried shall then be backfilled and compacted in accordance with backfill melhod as specified In Section E2-2,9 Backfill. Backfill material shall be suitable excavated material approved by the E=ngineer_ Surface restoration shall be compatible with the existing surrounding grade. O_ ABANDONMENT OF MANHOLES: Manholes to be abandoned Err place shall have +SIE pipes a":nter€rag or a lting the structure plugged with lean caiicrele_ Manhole top or cone section shall be removers to the lop of the cull barrel diameter section. or to point not loss than 18 inches below final grade. The structure shall then be backfilled and compacted in accordance with backfill method as 5pe ifked In Section E2-2-9 Back#ill. Backfill material may be either clean washed sand of clean, suitable excavated material approved by the Engimner, Surface restoration shall be compatible with surrounding servkc surface. Payment for work Involved in backfilling, plugging of pipe(s) and all olhor appurtealances required, shall be Included In tha appropriate bid Item - Abandon Existing Sewer Manhole. H. REMOVAL OF MANHOLES. Manholes to be removed shall have all plpes entering or exiting the structure disconnected. The complete manhole, including top or come section, all full PART D - SPECIAL CONDITIONS barrel diameter section, and base section shall be removed. The excavation shall then be backfJlled and compacted In accordance with backfill method as specifled In Section E2-2.9 Backfill, Backfill matoriaf may be with Type C backfill or Type B Backfill, as approved by the Engineer, Surface restoration stall be compatible with surrounding surface. 1. CLJ77ING AND PLUGGING EXISTING MAINS: At various locations on this project, it may be required to out, plug, and block existing water mains/services or sanitary sewer maln.0"rvicer. 1n order to abandon these lines. Cutting and plugging existing rosins and/or services shall be considered as incidental and all casts incurred will he considered to be inclined In the linear foot bid price of the p€pe, unless separate trenching Is raqulred, J. REMbVAL OF EXISTING PIPE. Where removal of the exisling pipe is reciulred, It shall be the Contractor's responsibiiify to properly dlspose of all removed pipe. All removed valves, fire hydrants and meter boxes shall be delivered to Water Department Field Operation, -Storage Pard. G. PAYMENT, Payment for all work and material Involved In sal+ragingr abandoning and/or removing existing facilllles shall be included fn the linear foot bid price of-the pipe, except as follows: separate payment will be made for removal of all fire hydrants, gate valves, 16 inch and lamer, and sanitary sewer manholes, regardless of location. Payment will be made For salvaging, abandoning and/or removing all other existing facilit€es when said facility is not being repfaced in the Same trench (i.e., when removal requires a separate trench). L ABANDONMENT OF EX1ST[NO SEVVER LINES. Where plans call for abandonment of existing sewer mains after the construction of a new sewer main, the Contractor shall be responsible for TV Inspection of 100% .of the existing sewer main to be aban doped to make a final determination that all exiskIng service connections have been relocated to the new main. Dace this detetminatlan has been {Wade, the existing main will be abandoned as indicated above In !tern 1. D- 30 DETECTABLE WARNING TAPES Detectable underground utility wamIng tapes which can be located from the surface by a pipe detector shall be Installed directly above non-metallic water and sanitary sewer pipe. The detectable tape shall be "Detect Tape" manufactured by Allen Systems. Inc. or approved equal, and' shall consist of a minimum thickness 0,35 mils solid alumfnurn foil encased in a protective Inerl plastic jacket that is Impervious to all known alkalls, acids, chemfcal reagants and solvents found In the soil. The minlmum overall thickness of the tape skull be 6.5 mils, and the width shall not be less than two Inches with a minimum unit weight of 'A pounds/1 fnchi100'. The tape shall be color coded and frnprinted with the message as follows, Type of Udlrity Cofer Code tegenc#s Water Safety Blue Cautlaril Buried Water Line Below Sewer Safety Green Caution] Buried Sewer Line Bela Installation of detectable tapes shall be per manufacturees recommendations and shall be as cJose to the grade as is pcacticaI for cptimuin protection and detectability_ Allow a min!mUrn of 18 inches betv+een the tape and the pipe, Payment for work such as backfill, bedding, blocking, detectable tapes, and all other associated appurtenances required shall be Included In the unit price bid for the appropriate bid Ilem(s). 7a'27104 SC-21 PART D-- SPECIAL CONDITIONS D- 31 PIPE CLE+ANiNG Joints shall be wiped and then Inspected For proper Installation by the inspectors_ Each Joint shall be swept daily and kept clear} during installation. A temporary night plug shall be Installed on all exposed pipe ands djrinq any period of work stoppage. D# 3 ()IPOAL OF SPOILJFILL MATERIAL Prier to the disposing of any spoilffill material, the Conti-actor shall advise the DIractor of Engineering Department. acting as the City of Port Worth's Flood Plain Aftinista-star ("Administrator"), of the location of all sites where the Contractor intands to dispose of such material. Contractor shall riot dispose of such material un it the proposed sites have been determined by the Administrator to meet the requirements of the Flood Plain Ordinances of the City of Fort Worth (Ordinar}ce No. 10056). All disposal slte5; must be approved by the Administrator to unsure that filling is not occurring wilhin a floodplain without a permit_ A, floodplain permit can be issued upon approval of necessary Engineering studies. No fill permit is required if disposal sites are not in a floodplain. Approval csf the Contractor's disposal sites shall be evidenced by a utter signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain Fill Permit authorizing fill within the flood plain. Any expensies associated with Obtaining the fill permit, including any necessary Engineering studies, shall be at the Contractor's expense. In the event that the Contractor disposes of spoilifiii material at a site without a fill permit or a letter froin the administrator approving the disposal site, upon notificatinn by the Urector of Engineeriog Department, Contractor shall remove the spoilifill material al Its expense and dispose of such materials In accordance with the Ordinanres of the City and Ihis section. 0- 33 MECHANICS AND MA ERIALN1EN'S LIEN The ontractof- shall be required to eXecutS a release of mechanics and material nien's lions Ripon receipt of payment. D- 34 SUBSTITUTIONS The speclfaoations for materlals set out the minimum standard of quality. which the City believes nece a,ry to procure a satisfactory project. No substltuiions will be permitted until the Contractor has recelved written permission of the Engineer tri make a substitution for the material, which has been specAad. Where the term "or equal", or "or appfr)ved equal" is used, it is understood ilial if a material, product, or picu�- of equipment bearing the narne so used is furnished. It will be approvable, as the particular trade name was used for (Ile purpose of establishing a standard of quality acceptable to the City. If a product of any other naarne Is proposed for use, the Engineer's approval thereof must be obtained before [Fre Conlractur procures the proposed substitute, Where the term "or equal", or "or approvi�d equal" is not used in the speclficalions, this rues not necessairHy excluda alternative items or material or equipmrynt which may accomplish the intendad purpose. However, the Contractor shall have the full mzponslbility of proving that the proposed substitution 'Sr in fact, equal, and the Engineer. as the representative of the City, shall be the sole judge of the acceplobIllty of substitutions. The provisions of this sub-secbon as rolated to "substitutions" shall be ;applicable to all sections of these specificalions. D- 35 PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER A. GENERAL Prior to the reconstruction, ALL sections of existing saalitary sewer limes to be abandoned, removed (except inhere being replaced in the same locatlon), or rehabilltated (pipe enlargement, cured-In-place pipe. fold and form pipe, stip-line. etc.), shall be cleaned, and a television Inspeolion performed to identify any active sower service lops, ether sewer laterals and their location. Work shall consist of furnlshinq alI labor, material, and equ1pman1 40127104 S - 2 PART D - SPECIAL CONDITIONS necessary for the cleaning and inspection of the sewer Eines by means of closed circuit television. Satisfactory precautions shall be taken to protect the sewer lines from damage that might be inflicted by tha improper use of cleaning equipment. 1. HIGH VELOCITY JET (HYDROCLEANINO) EQUIPMENT-. The high-velocity sewer Itne cleaning equipment shall be constructed for easy and safe operation. The equipment shall also have a selection of two or more high velocity rkozzles. The nozzles shall be capable of producing a scouring actlon from 15 to 45 degrees in all size lines designated to be cleaned. Egu1pment shalt also Include a high-velocity gun for washing and scouring manhole walls and floor. The gun shall be capable of pred u6ng bows from a tine spray to a solld stream. The equipment shall carry its own water lank, auxiliary engines, pumps, and hydraulically driven hose reel. Hydraulically Propelled Equipment shall be of a movable dares type and be constructed in such a way that a porban of the dam may be orllapsad at any time duriing the cleaning operation to prosect against floodIng of Ehe sever, The movable darn shall be equal in diameter around the outer periphery to ensure removal of grease. If sewer cleaning balls or other sgvipment, which cannot he collapsed. is used, special precautions to prevent Rooding of the sewers and public or private property shall be taken, The flow of sewage presant In the sewer lines shall be utilized to provide necessary fluid for hydraulic cleaning devices whenever possible. . CLEANING PROCEDURES. The designated sewer manholes shall be cleared using hfgh-velocity jet equipment. The equipment shall be capable of removing dirt, grease, rocks, sand, and other materials and obstructions from the sewer lines and manholas. If cleaning of an entire section cannot be successfully performed from one manhole. the equipment shall be set up on the other manhole and cleaning again attempted. If, again, successful cleaning cannot be performed or equipment fails to traverse the entire manhole sectlon, E1 will be assumed that a major blockage exists, and the cleaning effort shall he abandoned. When additional quantilles of water from fire hydrants are necessary to avoid delay In 5ormal working procedures, the grater shall be conserved and not used unnecessadly. No fire hydrant shall be obstructed in case of a firs En the area served by the hydrant. Before using any water from the City Water 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 oranges for the setup, including the water usage Gill_ All expenses shall be considered incidental to cleaning. . DEBRIS REMOVAL AND DISPOSAL, All sludge, dirt, sand, rack, grease, and other solid or semisolid material resulting from the cleaning operation shall be removed at the downstream manhole of the section being cleaned. Passing materlal from manhole section to manhole section, which could cause Ilne stoppages, accumulations of sand in wet welis, or damage pumping equipment, shalt not be permitted. 4. All solids or sernisolld resulting from the cleaning operaUans shall be remaved from the site and disposed of at a site designated by the Engineer. All materials shall be removed from the site no less often than at the end of each workday and disposed of at ric additional.cast to the City, _ UNDER NO CIRCUMSTANCE SHALL SEWAGE OR SOLIDS REMOVED THEREFROM BE DUMPED ONTO STREETS OR INTO BITCHES, CATCH BA W, STORM DRAINS OR SANITARY SEWER MANHOLES. 6. TELEVISION INSPECTION EQUIPMENT. The televlslon camera used for the Inspection shall be one specifleally designed and constructed for such inspection. Ughting for the PART D - SPECIAL CONDITIONS camera shall be suftaable to allo .a clear picture of the enilre perlphery of the pipe. The camera shall be operative in 100% humidity conditions. The carnes, televlslan monitor, and other components of the video syslom shall be capable of producing picture quality to the salisfaction of the Engineer: and if unsatisfadcry, equipment shall be removed and no payment wlli be made for an unsatisfactory Inspection. B. EXECUTION: 1. TELEVISION INSPECTION: The careers shall be moved through the line in either direction at a moderate rate, stopping when necessary to permit proper dncurrtentatien of any sewer servlca taps, In no case will the television c fnere be polled at a speed greater than 30 feet per minute. Manual winches, power winches, TV cable, and powered rewinds or other devices that do not obsin-ict the carn8ra view or Interfere with propeF documentation shall be used to move the camera through the sewer line. When manually operated winches are used to pull the television camera through the line, telephones or other suitable means of communications shall be set up between the two manholes of the section being irispect�)d to ensure good communications between members of the crew. The importance of_accurate distance measurements l emphasized. All television Inspection videotapes shall have a footage counter. Measurement for location of sewer service Laps shall ht-, abn�ve ground by means of meter device. Marking on the cable, or the Ilke, which would require Interpolation for depth of manhole, will not be allowed. Accuracy of the distance meter shall be checked by use of a walking rnoter, roll-a-tape, or other suitable devloe, and the accuracy shall be satisfactory to the Engineer, The C Ity makes no guararitee that all o the saNtary sewers to be enured are clear far the passage of a carnera. The methods used for securing passage of the camera are to he at the option of the Contractor. The cost of retrieving the Televislan camera, under all circurnstances, when It becomes lodged during inspection, shall be incidental to Television inspection. . DOCUMENTATION: Television Inspection rage: Printed location rL-oords shall be kept by the Contractor and will clearly show the location in relation la an adjace-0 manhole of each sewer service taps observed during inspection. In addition, other points of significance such as locations of unusual conditions, roots, storm sewer connections, broken pipe. presence of scale and corrosion, and offer discernible features will be recorded, and a copy of such records will be supplied to the City, PHOTOGRAPHS. Instant developing. 35 mm, or other standard-size photographs of the television piciur8 of problems shali be taken by the Contractor upon request of the Engineer, as long as sitch photographing does not Interfere with the Contractor's operations. 4. VIDEOTAPE RECORDINGS-. The purpose of tape recording shall be to supply a visual and audio record of problem areas of the lines that may bn jeplayed_ Video tape recording playback shall be at the same speed thiat it was recorded_ The television tapes shad be furnished to the City for review Immedlately upon completion of the television inspection and may be retained a maximum of 30 calendar days. Equipment shall be provided to the City by the CQr1tFart0F for review of the tapps. The Engineer will ralurn tapes to the tivnlractor upon completion of review. Tapes shill not tar , - 4 PART D - SPECIAL CONDITIONS be erased without the permission orf the Engineer. If the tapes are of such poor quality that the Engineer is unable to ev8ivate the condition, of the sewer line ur to locale service connections, the Contractor shall be requlrad to re-televise and provide a goad tape of the Ilne at no additional cast to the City. If a good tape cannot he provided of such quallty that can be reviewed by the E=ngineer, no payment for televising this portion shall be made. Also, no payment shall be made for portions of lines not televised or portions where manhofes cannot be negotiated with the televislort camera. THE TAPES SHALL, BE SUBMITTED TO THE ENGINEER PRIOR TO CONSTRUCTION FOR REVIEW AND DETERMINATION OF SACS, Upon completion of review of the tapas by the Englneer, the Contractor will be noliAed as to which sections of the sanitary sewer ani to be corrected_ The Engineer v011 return tapes to the Ccanlractor upon carnplation of review. All casts associated with this work skull be incidental to unit prices bid far items under Tefevlsian Inspection of the Proposal. C. PAYMENT OF CLEANING AND PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS, The cast for Pre-Construction Cleaning and Television Inspection of sanitary sewers shall be per linear foot of sewer actually televised. The Contractor shall provide the Engineer with tapes of a .quality that the parilcular piece of sewer can be readily evaluated as to existing sewer Gondilians and for providing appropriate means for ravl6w of the tapes by the Engineer including coAlectfOn and removal, lrafisporkation end disposal of sand and debris from the sa ers to a legal durnp site_ Television inspection shall Include necessary cleaning (hydraulic jet or mechanical cleaner) to provide vides image requIred for line analysis. The primary purpose of cleaning is for tefevislon inspection and rehabilitation, when a portion of a line is not or cannot be televised or rahabiiltated. the cleaning of that portion of line shall be incidental and no payment shall be i-nade_ The City makes no guarantee thatall of the sanitary sewers to be entered ere cleaF for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor, acid the costs must be included in the bid price for TV Inspections. The cast of retrieving the TV Camera, under all circumstances, when It becomes lodged during Inspectien, shall be incidental to TV Inspection. The item shall also include all oasts of installing and maini<aining any bypass pumping required to provide reliable, regular sewer service to the area residents. All bypass pumping shall be incidental to the, pfojoc.t. D- 36 VACUUM TESTING OF SANITARY SEWER MANHOLE D. GENERAL: This Item shalt govern tha v8cuum lesliflq of all newly construaled sanitary sewer rnanhotes. B. EXECUTION. 1. TESD" PROCEDURE: Manholes shall be vacuum tested prior to any interior grouting with all connections in place. Lift hales shall be plugged, and all drop-connections and gas sealing ccnnectlocs shall be installed prior to lesting. PART D - SPECIAL CONDITIONS The sewer lines entering the manhole shall be pJugged and braced to prevent the plugs from being drawn Into the manhole. The plugs shall be Installed in the Ifnes beyond the drop-connectlons, gas sealing connections, etc. The test head shalt be plaoed Inside the frame at the top of the manhole and Inflated in accordance with the manufacturer's recommendations. A vaci+um of ten inches of mercury (10"dig) shall be drawn and the vacuum pump will be turned off. With the valve closed, the level of vacuum shall be read after the required test lime. The required test time shall be determined from the Table below in accordance with ASTM C 1244-93: Table I MINIMUM TIME REQUIRED FOR VACUUM DROP OF 1" Ha J10"Hg -9"h1 SES Depth of BJH_ 4.8-Inch Din. 60-In 'ti Die. FT, Manhole Manhole 0 to 16' 40 sec. 52 sec. is' 45-sac. 59 sec. 20' 50 see. 65 sec. 2' S5 sec. 72 sec_ 4' 59 sec. 78 sec. ' 64 see. 65 sec. 8` 69 sec. 91 sec. X' 74 sec. 98 sec. For Each 5 sec. 6 sec. diklonol 2' 1, ACCEPTANCE: TI a manhole shall be consadored acceptable, if the drop In the level of vacuurrr is less than one-Inch of mercury (1" .H9) after the required test time. Any manhole, which fails to pass the initial lest, must be repaired by either pressure grouting through the manhole wall or dlgging to expose the exterior wall of the manhole In order to locate the leak and seal It with ars epoxy sealant. The manhole shall be retested as described above until It has successfully passed the task. Following comple#lon of a successful test, the manhole shalt be restored to its normal condition, all temporary plugs shall be removed. all braces, equipment, and debris shall be removed and disposed of in a manner satisfactory to the Engineer. . P,4Yiti.+lENT. Payment for vacuum testing of sanitary sewer manholes shn11 be pard at the contract price per each vacuum lest. This prim shall include all materlal, labor, equipment, and all Incidentais, Including all bypass pumping, required to complete the test as specified herein. D-37 BYPASS PUMPING The Contractor shall bypass the sewage around the section or sections of sewer to be rehabilitated and/or replaced. The bypass small be made by plugging existing upstreem manhole and pumping the sewage tnio a downstream manhole ar adjacernt system or other method as may be approved by the Engineer. The pump afld bypass lines shall be of adequate opacity and size to handle the flow without sewage backup occurring to I'aoiltties comnected to the sewer. Provisions shall be made at driveways and street crossings to permlt safe vehicular travel without ior2M4 SC-26 PART D - SPECIAL CONDITIONS interrupting flow in the bypass system, tender no circirnistances will the Contractor hi.-� pi�fimilted to discharge sewage into the trenches. Payment shall be incidental to rehabillitaWn or replacement of the sewer litre. D-38 POST-CO NSTRU CTION TELEVI SION I NS P EC TION OF SANITARY SEWER A. GENERAL. After construction, ALL sections of sanitary sewer lines shall have a television Inspection performed by an independent sura-Gantractor hired by the p6me Contractor. Work shell consist of furnishing all labor, material, and equipment necessary for Inspection of the sever llnes by means of closed circuit television. Satisfactory precaautlons shell be taken to protect the sewer lines from damage that might be inflicted by the Improper use of clenning equipment, B. TELEVISION INSPECTION EQUIPMENT. The television camera used for the Inspection shall be one specifically designed and constructed for such inspection. Lighting for the camera shall be operative in 100% humidity wndiflons. The camera, television monitor, and other components of the v1deo system shell be capable of producing picture quality to the satisfaction of the Engineer; and if urrsatisi<actoryT equipment shall be removed and no payment W111 be tirade for an unsatisfactory Inspection, C. EXECLITION: 1. TELEVISION INSPECTION: The camera shall be moved through the Ilne in either directlon-at a maderate rate, stopping when necessary to permit prap er documer4tatlnn of any sewer service tapas_ In no case will the television camera be pulled at a speed greater than 30 feet per minule. Manual winches, power winches, TV cable, and powered rewinds or other devices that do riot obstruct the camera view or Interfere wilh proper documentation shall be used to move the camera through the sewer line. No more than 2000 linear feet of pipe wit] be televised at one t1me for review by the Engineer. When manually operated winches are used to pull the televisian camera through the line, telephones or other sultable means of communications shall be set up between the two manholes of the section being inspected to ensure goad communications between members of the crew. DM importance of accurate distance mensurements is emp es Led. All television Inspectlon video tapes shall have a footage counter. Me suremenl for location of sewer service taps shell be above ground by means of meter device. MaarkIng ov the cable, or the like, which would require interpolation for depth of manhole, will not be allowed. Accuracy of the d1stance meter shell be checked by use of a walking meter, roll-a-telae, or other suitable device, and the accuracy shall be saftf2actory to the Engineer. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera, The methods used for securing passage of the camera are to be at the option of the Contractor. The cost or retrie-ving the Television camera, under all circumstances, when it beccmers lodged during inspection, shall be incidental to Television Inspectioh. Sanitary sewer rnalns must be laced wlth enough waler to fill all low pints. The television inspection must be done immediately following the lacing of the maln with no water flow, If sewer is active. flog must be res(deted to provide a clear image of sewer laming inspected_ orzara�r S - 7 PART [) - SPECIAL CONDITIONS 2. DOCUMENTATION. Television Inspection Lags: Printed Iocaficn records shall be kept by the Contractor and will clearly show the location in relation to an aad}ricent Manhole of each sewer service tap observed during Inspection. All television logs shall be refersnc" to stationing as showrx on the planks, A copy of these television logs will be ;supplied to the city. 3. PHOTOGRAPHS. Instant developing, 35 mm. or other standard-size phatographs of the television plsture of prot}lems shall be taken try the Contractor upon request of the Engineer, gas long as such pholographang does nat interfere with the Contractor's operaflons. 4. VIDEOTAPE RECORDINGS. The purpose of tape recording shell be-.to supply a ASusI and audio record of problem areas of the lines that may be reptayed. Video tape recording playback shall be at the same speed that It was recorded. The television tapes shall he furnished to the City for review immediately upon} completion of the television inspection and may be retained a maximum of 30 calendar days. Equipment shall be provided W the 'City by the Contractor for review of the tapes. Tapes will be retumed to the Contractor upon oarnpletion of review by the Engineer. Tapes shall not be erased without the permission of the Engineer. If the tapes are of such poor quality. at the EngIneer is unable to evaluate the caD pian of the sager line-or to locate sib Nice connections, the Contractor Ishalshalbe requi t0 reY tefevise and provide a aoad pq of the One at no adcLi ianal cast tothe i# r. If a ood tape cannot be provided of such quality that can be reviewed by the Engineer, no payment for televising this pnrtion sha#I be made. Also, no payment shall be made for portions of lines not televised or portions where manholes cannot be negotiated with the television camera, D_ PAYMENT OF POST-CONSTRUCTION TELE I tON INSPECTION OF SANITARY SEWERS. The cost for post-construction Television Inspectlun of sanitary sewers 5h2all be per linear foot of sewer televised. The Contractor shall provide the Engineer with tapes of a quality that the particular piece of sewer can he readilly evaluated as to sewer conditions and for provIding appropriate means for review of the tapes by the Engineer. Television inspection shall include necessaryy-clea3ning (hydraulic jet or mechanical cleaner) to provide video image required for lime analysis. The quantity of TV inspection shall be measured as the total length of new pipa installed. All costs associated with this work shall be included In the appropriate bid Rem - Post-Construction Television Inspection. The item shall also include all costs of installing and maintaining any bypass pumping required to provide reliable, regular sewer service to the area residents_ All bypass pumping shall be incIdental to the project. D- 39 SAMPLES AND QUALITY CONTROL TESTING A. The Contractor shall furnish, at its own expense, ceftificatians by a private laboratory for all materials proposed to be used an the project. including a mix design for any asphaltic andlor Portland cement concrete to be used, and gradation analysis for send and crushed stone to be used along with the name of the pit from which the material was taken. The contractor shall provide manufacturer's certifications for all manufactured items to be used in the project and will bear any expense related Thereto_ B. Tesis of the design concrete mix shall be made by the contractor's laboratory at feast nine days prior to the placing of concrete using the same aggregate, ce anent, and mortar which a f e {a7 - 8 PAIN D - SPECIAL CONDITIONS to be used later in the concrete. The Contractor shall provide a certified copy of the lost results to the City. Q. Quality control testing of €n-place matedal on this project will be performed by the city at its own expense. Any retesting required as a result of failure of the material tb meet project speelfications will be at the expense of the contractor and W01 be billed at cornmerdal rates as determined by the Olt . The failure of the City to make any tests of materials shall in no way relleve the contractor of its respons€bIlity to furnish materials and equipment conforming to the requirements of the contract. 0, Not less than 24 hours nottte shall be provided to the City by the Contractor for operations requiring testing. The Contractor shall provide access and trench safety system (if required) for the site to be tested. and any work effort involved is doemed to be included in the unit pr€ce for the item being tested. E. The Contractor shat€ provide a copy of the trip ticket for each load of fill material delivered to the jab site. The ticket shall specify the name of the pit supplying the fi11 material. D. 40 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL (Epg DISTURBED AREAS LESS THAN t ACRE) A. DESCRIPTION'. This Iters shall consist of temporary soil erosion sediment and water pollution control Pneasures deemed necessary by the Englneer for the 'duration of the contract. These contra€ measures shall at no time be used as a substitute for the permanent control measures unless otherwise directed by the Engineer and they sha€I not Include measures taken by the CONTRACTOR to control conditions created by his construction operations. The temporary measures shall include dikes, darns, berms, sediment basins, fiber mats, jute netting, temporary seeding, straw mulch, asphalt mulch, plastic liners, rubble 11ners, baled hey retards, dikes, slops drains and other devices. 13. CONSTRUCTION REQUIREMENTS.TS. The Engineer has the authority to define erodible earth and the authority to 11mit the surface area of erodible-earth material exposed by preparing right-of-way, clearing and grubbIng, the surface area -of erodible-earth rnateHal exposed by excavation, borrow and to direct the CONTRACTOR to provide temporary pollution-control rnessures to prevent ccntamiria t€on of adjacent streams. other water courses, lakes, ponds or ocher areas of water impoundment. Such work may involve the corislruc#ion of temporary berms, dikes, darns, sediment basins, slope drains and use of temporary mulches, mats, seeding, or other control devices or rnethods directed by the Engineer as necessary to con troI soil erosion. Temporary polluttan-control measures shall be used to prevent or correct erosion that may develop during construction pricy to Installation of permanent pollution control features, but are nal associated with permanent -control features on the project. The Engineer milll limit the area of preparing right-of-way, clear€ng and grubbing, excavation and barrow to be proportlonal to the CONTRACTOR'S capability and progress In kaeping the finish grading, rnu€ching, seeding, and other such permanent pollution-control measures current in accordance with the accepted schedule. Should seasonal conditions make such €mitations unrealistic, temporary loll-erosion-control'measures shall be performed as directed by the Engineer. 2, Waste or ftpoaal areas and construction roads shall be located and constructed in a manner that w.111 mInim€ze the amount of sediment entering streams. _ Ereouent- fordings of live streams will riot be permitted, therefore, temporary bridges or other structures shall be used wherever an appreciable number of stream crossings are necessary. Unless otherw[se approved in wrItIng by the Englneer, mechanized equipment shall not be operated in live streams. �r SC- 9 PART D - SPECIAL CONDITIONS 4. When work areas or material sources are located in or adjacent to Jive streams, ;such areas shaill be separated from the stream by a dike or other barrier to keGp sedhmnnt from entering a flowing stream. Care shall be taken during the construction and removal of such barrtf�rs to minimize the muddying of a stream. 5. All waterways shall be cleared as soon as practicable of false work, piling, debris or other obstruc lona placed during coniAruction operations that are not a part of tete fiinl$hed work. 6, The Contractor shall lake sufficient precautions to prevent pollution of streams, lakes and reservoirs wilh fuels, oils, bitumen, caiclum chlorida or other harmful materials. He shall conduct and schedUle his operations so as to avoid or minimize siltation of streams, lakes and reservoirs and to avoid irrterfererice with movement of migratory fish. C. MEASUREMENT AND PAYMENT. All work, materials and equipment necessary to provide temporary erosion contrui shall be Considered subsidiary to the con(ract and no extra pay will be given for This work. DR 41 INGRESS AND EGRESSIOB TRU TION OF ACCESS TO DRIVE The ContFactcr shall provide Ingress and ewess to fFie property being crossed by this construction and adjacent property when construction is trot in progress and at night. Drives shall be left accessible at night, on weekends. and during hoiJdaya. The Contractor shall conduct his activities to minimize obstruction of access to drives and property during the progress of cons[ruction. Notification shall be made to an owner }prior to his driveway being removed andlor rebuilt_ D- 42 PROTECTION OF TREES, PLANTS AND SOIL All property along and adjac8nt to the Contractors' operations Including lawns, yards, shrubs, trees, etc., shall be preserved or restored after completion of the work, to a condition equal to or better than existed prior to start of work. Any trees or other landscape features scarred or damaged by the Contractor's operations shall be restored or replaced at the Cor7tractor's expense. Trimming oa' pruning to facilitate the work will be permitted only by experienoed workmen in an approved manner (No Irimming or pruning without the property owners' consent). Pruned limbs of I" d[amete r or larger sha11 be thomughly treated as soon as possible with a tree wound dressing. By ordinance, the Contractor must obtain a permit from the City Forester before any work {trimming. removal, or roof pruning) can be done on trees or shrubs gmwlalg on publio property including street Righls-of- ays and designated alleys. This permit can he obtained by calling the Forestry Office at 871-5738. All tree work shail be in compharrce with pruning standards for Class II Pruning as described by the National Arborlst Association. A copy cif these startdards can be provided by calling the above number. Any damage to pL 1b ir, trees due to negligence by the Contractor shall he assessed using the current fort ul.a tar Slade Tree Evaluation as deigned by the International Society of Arboriculture. Payment for negligent dam2ge to public trees shall be made to the City of Fort Worth and may be withheld from funds due the Contractor by the City, To prevent the spread of the Oak +VIII fungus, all wounds an Live {yak and Red Oak trees shall be Jrnmediaalely 8enled using a commercial pruning paint. No separate payment vvfli be made for any of the work involved for this item and all costs incurred will be considered a subsidiary cost of the project. t oral/ -30 PAIN D - SPECIAL CONDITIONS D- 43 SITE RESTORATION The contractor shalt be responsible for restoring the site to original grade and condition after completion of his operalians subject to approval of the Enginear_ The basis for approval by the Engineer will be grade restoration to plus minus omHenth {g,1} of a Cook, 1D- 44 CITY OF FORT WORTH STAN DAR 0 PRODUCT LIST Proposed products submitted in the bid docurnerits must appear in the latest "OJty of Fort Worth Standard Product Ust, for the bid to be considered responsive. Products and processes lls#ed In the "City of Fort North Standard Product List shall be considered to meet City of Fort Worth rnTnirnum technical requirements. 0- 45 TOPSOIL, SODDING, SEEDING & HYDftOMULCHINO This item shall be performed in accordanc-e with the City of Fart North parks and Community ervI.ces DeparOnent Specifications for Topsoil, Sodding and Seed Ing. I. TOPSOIL DESCRIPTION. This item will consist of furnish[ng and placing a minimum of six (6) inches of topsoil, free from rack and foreign ,material, In all parkways and medians to the lines and grades as established by the Engineer. CONSTRUCTION METHODS-. Topsoil will be secured from borrow sources as required to supp€emenl- material secured from street excavation. All excavated materials from streets Which is suitable for topsoil will be used In the parkways, and mediarts before any topsoil is obtained from a borrow source. Tapsell material secured from s#feet excavation shell be stockpiled at locations approved by the Engineer, and at completion of grading and paving operations, topsoil shall he placed on parkway areas sd as to pravide a minimum six (6) frrches of compacted depth of topsoll parkways- 2. SODDING DESCRIPTJON: Sodding wJIJ consist of furnishing and planfing Bermuda, Buffalo or SL Augustine grass in the areas between the curbs and walks, on t6rraces, in median strJps, on embankments or cut slopes., or In such areas as designated on the Drawings and in accordance with the requirements of this Spe6fication, Rccommanded Buffalo grass varieties for sodding are Prairie and 609. MATERIALS. Sod shall consist of live and growing Bermuda, Buff"afo or St. Augustine grass secured from sources where the soil ks fertile. Sod to be placed during the dormant state of these grasses shall be alive and acceptable. Bermuda and Buffalo grass sod shall have a healthy, virile root system of dense, thickly niatted roots throughout a two ( ) inch minimum thickness of native soil attached to. the roots. Sl, Augustine grass sod shall have a healthy, virile root system of dense, thickly matted roots throughout a one (1) inch minimum thickness of native soil attached 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 aff=ect its subsistence or hardiness when transplanted, Sad to be placed between curb and walk and ori terraces shall be the same type grass as adjacent grass or existing lawn. i 1(027104 SC-31 i PART D , SPECIAL CONDITIONS Care shall be takefi at all times to retain nIive soil on the roofs of the sod during the process of excavating, hauling, and planting. Sod material shall be kept moist from the time it is dug until planted. When so directed by the Engineer, the sod existing at the source shall be watered to the extant required prior to excavating. Sod material shall be planted within three days after it is oxcavated. CONSTRUCTION METHOIDS. After the designated areas have been completed to the lines, grades, and cross-sect]Qns shown on the Drawings and as provided for In other ltem:G of the contract. sodding of the type specified shall be performed In accordance with the requirements hereinafter described. Sodding shall be either "spot" or "biock°; either Bermuda, Buffalo or St. Augusflne grass, a. Spot Sodding Furrows parallel to the curb line or s1dewe1k lines. twelve (1 ) inches on centers or to the dimensions shown on the Drawings, shall be opened on areas to be sodded. In all furrows, sod approximately three (�) inches square shall be placed on twelve (12) Inch canters at proper depth an that the top of the sod shall not be more than one-half (112) Inch below the finished grade. Holes of equivalent depth and spacing may be used Instead of ft4rrows. The soil shall be firm around each block and thea the entire sodded area shall be carefully rolled with a heavy, hand faller developing fifteen (15) to two nt -five (25) pounds per square inch compression. Nand tamping may be required on terraces. b, Block Sodding. At locations on the Drawings or where directed, sod blocks shall be carnfuily pleoed on the prepared areas. The sod shall be sox placed that the entire designated area shall be covered, and any voids left In the block sodding shall be filled with additional sad and tamped. The entire sodded area small be rolled and tamped to form a thoroughly compact solid mass_ Surfaces of block scud, which, In the opinion of the Engineer, may slide due to the height 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 earth, sufficlently close to hold the block sac firmly In place. When necessary, the sodded areas shall be smoothed after planting has been completed and shaped to conform to the cross-section previously provided and eAsting at the time sadding operations were begun. Any excess dirt from planting operations shall be spread uniformly over the adjacent areas of disposed of as directed by the Engineer so that the completed surface will present a sightly appearance. The sodded areas shall be thoroughly Ovate{ed immediately after they are planted and shall be subsegoePtly watered at such times and in a manner and quantity directed by the Engineer until completion and final acceptance of the project by the City of Fort Worth. 3. SEEDING DESCRIPTION, "Seeding" will consist of preparing ground, providing and planting seed or a mixture of seed of the kind specified along and across such areas as may be designated on the Drawings and in accordance with these Spedfications. MATERIALS: a. General. All seed used musk carry a Texas Testing Seed label showing purlty and germination, name, type.of seed, and that the seed meets all requirements of the Texas W7104, S -3 PART D - SPECIAL, CONDITIONS - Seed Law. Seed furnished shall be of the previaus season's crop and the date of analysis shown on each tag shall he within nine (9) months of time of delivery to the project. Each variety of seed shall be furnished and delivered ISG separate bags or contalners. A sample of each variety of seed shall be famished for analysts and testing when directed by the Engineer. The speci#iied seed shall equal or exceed the following percentages of Purity and germination: Common Name Purity Germination Common Bermuda Grass 95 90% Annual Rye Grass 95% 95% Tall Fescue 95% 90°l0 Western Wheatgrass 95% 90% Buffalo Grass Varieties Top Gun 95% 90% Cody 95% 90% Table 120.2.(2)a. URBAN AREA ARM-SEASON SEEDING RATE (lbs.); Pure Live Seed (PLS) Mixture f9r Clay or T€qht- SoIIs, Mixture for Sot s Dates (Eastern Sectilon (Westem Sections) (All SactE } Feb I Bermudagrass 49 Buffattograss 80 Bermudagrass 69 to Buifalograss 60 Bermudagrass 20 Suffalograss 40 May 1 Total. 100 Total{ 100 Total: 100 Table, 12I1.2.(2)b TEMPORARY COOL-SEASON SEEDING RATE: (Ih.) Pure Live Seed (PLS) _Dates (Alt Sestinas) Aug 15 Tall Fescue 50 to Western Wheatgrass 50 May 1 Annual Rye 59 Total: 104 OI STRUCTION METHODS, After Ilse designated areas have been completed to the Iirx"T graces, and cross-sections shown on the Orawings and as provided for in other Items of this Contract, seeding of the type specified shall be performed in accordance with the requirements hereinafter descfted. a. Watering. Seeded areas shall be watered as dJrected by the Engineer so as to prevent washing of the scopes or dislodgment of the seed. b. Finishing. Where applicable, the shoulders, slopes, and ditches shall be smoothed after seed bed preparation has been completed and shaped to canform to the cross-section previously provided and existing at the time planting pperations were begun. BROADCAST SEEDING: The seed or seed mixture in the quantity specified shall be uniformly distributed over the areas shown on (lie Drawings and where directed_ IF the sawing of seed Is by hand, rather Than by mechanical ma#hods, the seed shall be sown in two dlrectlons at rlght ,angles to each other. Seed and fertilizer shall be distributed at the same 10127104 - 3 i PART D - SPECIAL CONDITIONS time provided the specified uniform rate of application for both is obtained. "Finishing" as specified in Section D-45, Construction Methods, is not applicable slnne no seed bed preparation ks required. DI ED SEENNG. Sail over the area shown on the Drawings as directed to be seeded shall be loosened to a minimum depth of throe ( ) inches and all particles in the seed bed shall be reduced to less than one (1) inch in diameter or lhey shall be removed. The area shall then be finished to line and grade as specified under "Elnishing" in Section D-45, Construction Methods. The seed, or seed mixture, specIflacl shall then be planted at the rate required and the application shall be made uniformly. If the sawing of seed is by hand rather than b mechanical melhods, seed .5hall be raked or harrowed into the soil to a depth of app ro irmately one-eight (1/8) inch. The planted area shall be rolled wish a corrugated roller of the " ultipacker" type_ All falling of the slope areas shall be on the contour. AS P HALT MULCH SEEB NG- The soil over the area stfown on the Dra wings, or as dimoted la be seeded, shall be loosened to the minimum depth of three (3) Inches and all parfiules in the seed bed shall be reduced to less than one (1) Inr-h in diameter, or they shall be removed. The area shall then be finished to line and grade as specified ender "Finishing„ in Sectlon 13- 45, Constructton Methods- Water shall then be applied to the cultivated erect of the seed bed until a minimum depth of six (6) inches is thoroughly moistened. After the watering, when 1ha ground has barome sufficiently dry to be loose and pliable, the seed, or seed mixture specified, shall thea be planted at the rate required and the application shall be made uniformly. If the sowing of seed is by hand, rather than men-hank-'al methods, the se-i�d shall be sawn in two directions at right angles to each other_ Seed and ferttli?er may be dlstributed at the same time, provided the specified uniform rate of application for tooth is obtained. After planting, tyre seed small be ralked or harrowed into the sail to a depth of approximately one-quartar (114) inch. The planted surface area and giving a smooth surface without ruts or lracks. In bat en the lime compacting is completed and the asphalt is applied, the planted area shall be watered suf c-gently to assure uniform moisture from the surface to a minimum of sic (6) inches in depth. The application of asphalt shall follow the last watering as rapidly as pessVe. Asphalt shall be of the type and grade as shown on the Drawings and shall conform to the requirements of the Itern 300, "Asphaits, Oils and Ernulslons". If the type of asphalt to be used is not shown on the Drawings, or If Drawings are not Included, then MS-2 MS-2shall be used. Applications of the asphalt shall be at a rate of three-tenths (0_3) geilons per square yard. It shall be applied to the area in such a manner so that a cornptete film is obtained artd the finished surface shall bo comparatively smooth. FSE-SEEDING OF AREAS PLANTED WITH COOL SEASONS SPECIES: Areas where temporary coni season species have been planted may be replanted beginning February I with warm season species os Ilsted in Table 120.2(2)a. The re-seeding will be achieved In twee fallowing manner. The cool season species shall be mowed down to a height of one (1) inch to insure that slit-seeding equipment will be able to cut through the turf and schleve adequate soil penetration- " Slit-reeding, is achieved through the use of an implement which cuts a furrow (slit) in the soli and places the seed in the slit which is theft pressed close wilh a cult packer wheal. 7012r fp SC-34 PART D - SPECIAL. CONDITIONS 4, HYDROMULCH SEEDING- If EEDI G-If hydro mulch seeding is provided, seed mix shall hava 95% purity of Bermuda grass and have a germination rate of 90%. Conlractor shall ensure that the grass establishes. 5. CONSTRUCTION WITHIN PARK AREAS TURF RESTORATION OF PARI{ AREAS, FERTILIZER DEQ RIPTJON: "Fertilizer" will consFst of providing and distributing fer1:111-zer over such areas as are designated on the Drawings and in accordance with these Specifications. MATERIALS. All fertilizer used shall be delivered in tags or containers clearly labeled showing the analysis. The fertilizer is subject to tosting by the City of Fort Worth in accordance with the Texas Fertilizer Law, A pelleted or granulated fertilizer shall be used w4h an analysis of 16-20-0 br 15-5-8 or having the analysis shown on the Drawings_ The figures In the analysis represent the percent of rtilrogen, phosphoric acid, and potash nutrients resperfively as determined by the rnetheds of the Association of Official Agricultural herrrists. In the event It is necessary to substitute a fertilizer of a different analysis, It shall be a pelleted or granulated fertilizer with a lower concentration. Total amount of nutrients furnished and applled per acre shall equal or exceed that specified for each nutr erxt. CONSTRUCTION METHODS-. When ars itern for fertilizer is included Jn the Ora wings and proposal, pelleted or granulated fertilizer shall be applied uniformly over the area specified to be ferl.ilized and in the manner directed for (he particuior item of work. Fertilizer shall be dry and pn good physicat condition_ Fertilizer lhal is pQwdered to caked will be rejected. Distdbution of fer#lirzar as a particular [tern of work shall meet the npprnval of the Engineer_ Unless otherwise indicated on the Drawings, fertilizer shall he applied uniformly at the average rate of three hundred (300) pounds per acre for all types of "Sodding" and four hundred (4.00) pounds per acre for all types of " eeding" EA URFfv1t~NT, Top cii secured from borrow s.ources will be measured by the square yard W place on the project site. Measurement wlll be made only on topsoils secured from borrow sources. Acceptable material for ' eedlnq" will be Measured by (he linear Foot, complete in place. Acceptable material for"So dding" will be measured by the linear foot, complete In place. Acceptable material for "Fertilizer" shall be subsidiary to the price of sodding or seeding. PAYMENT, All work performers as ordered and measured shall be subsidiary to the contract unless and otherwise noted in the plans and bid documents to be paid for at the unit price bio for each item of work. Jts price shall he full cQrnpensation for excavating (except as noted below), loading, hauling, placing and furnishing all labor, equipment, tools, supplies, and incidentals necessary to complete work. All labor, equiipmenl, tools and incidentals necessary to supply, transport, stockpile and place topsoil or salvage topsoil as specified shall be included in "Seeding" or "Sodding" bid items acrd will not be paid for directly. 1912 7�04 SC-35 PART T D - SPECIAL CONDITION 'Spot sodding" or "block sodding" as the case may be, will be paid for at the contract unit price per squaro yard, complele in place. as provided in the proposal and contract. The contract unit price shall he the total compensation for furnishing and placing all sod: for all rolling and l.omplrng; For all watering; for disposal of all surplus materials, and for all rnaterials, labor. equipment. tools and incidentals necessary to complete the work, all in accord:4nrle with the Drawings and these Specifications. The work performed and materials furnished and measured as provided under "Measurement" shall be paid for at the unit price for "Seeding", or "Sodding", of the 1ppe specified, as the case may be, which price shall each be full compensation For furnishing all materials and for performing all cperatFons necessary to complete the work accepted as follows: Fertilizer material and application will not be measured or paid for directly, but is considered subsidiary to Sodding and Swding. D-46 CONFINED SPADE ENTRY PROGRAM It shall be the responsibility of the contractor to Implement and maintain a variable "CONFINED SPACE ENTRY PROGRAM" which must meet OSHA requirements for all its employees and subcontractors at all times during Construction. All active sewer manholes, regardless of depth, are defined by OSHA. as "permll required confined spaces"_ Cantractars shall summit an acceptable "CONFINED SPACE ENTRY PROGRAM"RAM" for all applicable manholes and rMintain an active .rale For (hese manholes. The cost of complying + i(h this prcgfiani shall be 'subsidiary to the pay items involving work in ,confined spaces. D- 47 SUBSTANTIAL COMPLETION INSPECTIONIf=INAL INSPECTION 7, Prior kc the final inspection being conducted for t PART D - S PE C IAL CONDITI ONS 2_ Any and all trees located within the equipment operating area at each work site shall, at the direction of the Engineer, be protected by erecting a "snow fence" along the drip lire or edge of the tree root system between tree and the construction area. 3. Contractor stall inspect each work site in advance arid arrange to have any tree limbs pruned that might be damaged by equipment operations. The Eogin er shall be notified at least 24 hours prior to any tree trlmrning work. No trJrr ming work will he permitted within prjvata�property without wdften permission of the Owner. 4. clothing shall be stored over the tra a root system within the drip line area of any tree. S. Before excavation (off the roadway) i(hin the drip line area of any tree, the earth shall be sawcut for a minimum depth of 2 feet- 6. At designated locations shown on the drawings, the "short tunnel" method using Class 51 D.I_ pipe oshaa11 be utlltzsd. 7. Except In areas where clearing Is allowed, lit trees up to 8" in diameter damaged during construction shall be removed and replaccsd with the ;some type and d1ameter tree at the contractor's expense. 8_ Contractor shalt employ a qualified landscaper For all the work required for (ree care to ensure utilization of the best agricultural practices ar�d procedures. 9. Short tunneling shall consist of power augaring or hand excavation. The tunnel rliarnoter shall not be larger than 1-1l2 times the outside pope diameter_ uloids rermairning after pipe Instailation shall be pressure grouted, D-49 CONCRETE ENCASEMENT OF SEWER PIPE Concrete encasement of sewers shall be paid For at the Contract Unit Pflce per linear foot of concrete encaasryment as measured in place along the centerline of the pipe for each pipe diameti�r indicated, The Contract Unit Price shall include all costs associated with Installation and reinforcaWment of the concrete encasement. D. 50 CLAY DAM Clay dam construction shall be performed In accordance with the Wastewater Clay Dam Construction, figure In the Drawings in these $pecificaflons, at l000tlons indicatod on the Drawing* or as directed by the City. Clay dams shall be keyed into undisturbed soil to maid an Impervious harrier to reduce groundwater percolation through (he pipeline trench. Construction material shall consist of oornpacted bentonite clay or 2:27 concrete. Payment for Work such as forming, placing and finishing shall be subsidiary to the price bid for pipe installation. D- 51 EXPLORATORY EXCAVATION (D-HOLE) The Contractor shall be resporisi6lo for verifying the locations of al exisling uliiities prior to construction. In accordance with item Dom. At locations Identified on the drawings, contractor shall conduct an exploratory excavation ([l-Heie), to locate and verify tha location a nd elevetlon of the existing underground utility where it may he In potential confllct with a proopQsed facility alignment. The exploratory excavation shall be conducted prior to construction of the entire project only aft to cations dene led ori the plans or as directed by the engineer, Contractor shalI` submit a report of findings (including surveyed eleVations of existing confJiowfing utilities) to the City prJoar to the starq of construction of tho entire project. If the contractor determines an existing utility is in fr SC-37 PAIN D - SPECIAL CONDITIONS_ carifllct with the proposed facility, the contractor shall contact the engineer immediately for appropriate design modifications. The contractor shall make the necessary mpalrs at [lie exploratory excavation (D-Hole) to obtain a safe and proper driving surface to ensure the safety of the general public and to meet the approval of the City inspector. The contractor shall be liable for any and all damages incurred due to the exploratory excavation (D-Hole). Payment shall no( be made for verification of existing utilities per item 0-6, Payment f0f exploratory excavation (D-Hole), at locations Mentilied on the plans or as directed by the Englneer, shall Include full cornpemmlion for all materials, excavation, surface restoration, field surveys, and all Incidentals necessary to cornplate the work, shall be the unit price bid_ No payment shall be rade for exploratory ex cavatton(s) conducted after construction has begun, D- 52 INSTALLATION OF WATER FACILITHES 52.1 Polyvinyl Chloride (PVC) Water Pipe POLYVINYL YL Chloride Plastic Water Pipe and Fillings on this Project shall bFz! [n accordance with the material standard contained in the General ontract Documents_ Payment for work such as backfill, bedding, blocking, detectable (spas and all other associated appurtenant required, shall be included In the IInearfoot price bid of the appropriate BID ITEM((). 52.2 Blocking Concrete bloc](IM on this Prv)eut will necessarily be required as Shown on the flans and shall be Installed In accordance with the General Contract Documeni.s, All valves shall have concrete blocking provided for supporting. No separate payment wlII be made for any of the work Involver For the itern and all costs Incurred will be cons€dered to be included in the linear foal bid 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 bored or tunneled section shall be AVVWA C-200 Fabricated Electdcally Welded Steel Water Pipe, and shall conform to the provisions of E1-15, E1-5 and E1-9 in Material Specifications of General Contract Documents and pecirications for Water Department Projects. The steel casing pipe shall be supplied as follows: For the Inside and outside of casing p€pe. Baal-tar protective coaling in accordance with the requirements of Sec. 2.2 and related sections in AWI+VA -203, Touch-up after field welds shall provide coating equal to those specifod above. G. MInImurn thickness for casing pipe used shall be 0.375 Inch. Stainless Steel Casing Spacers (centering style) such as manuFaclured by Cascnde Waterworks Manufacturing Company or an approved equal shall be used on all non- concrete pipes when Installed in casing_ Installation shall be as recommvided by the Manufacturer. 2. EVILER: Boring used on this projoct shall be In accordance with lFle material standard E1-15 and Construction standard E2-11 5 as per Flq. 110 of the General Contract Documents. 3. PAYMENT.- Payment for all materials, labor, egijipment, excavation. concrete grout, backfill, anti incidental work shall be Included in the unll price bid per font. r 7ro4 SC-38 PART D - SPECIAL CONDITIONS 52.4 Tie-iris The Contrac(or shall he responsible for making tie-Ins to the existing water mains. It.shail b3 the responsibility of the Contrnctor to verify the exact location and elevation of tha existing line tie-ins. And any differences in locations -and elevation Of existing fine tie-in$ between the contract drawings and what may be encountered in the held shelf be considered as incidental to construction_ The cost of making tie-iris to existing water or sanitary sewer mains shall be included in the Iinear foot bid price of the pipe. 52.5 Connection of Existing Mains The Contractor shell determine the exact location, elevation, configuration and angulation .of existing water or sanitary sewer lines prior to manufacturing of the connecting piece. Any differences In iacatfons, elevation, configuration, and or angulation of existing lines between the contract drawings and what may be encountered in the said work shall be considered as incidental to construction. Where It is requfred to shut down existing mains in order to make proposed connections, such down time skull he coordinated with the Engfrreer, and ail efforts shall be made to keep this down time to a minimum. In case of shutting dawn an eAsting mein, the Contractor shall notify the Manager, Construction Services, Phone 871-7813, at least 48-htours prior to the required shut down time. The ontractoi's attention is dircoted to Paragraph C5•.5.15 INTERRUPTION OF SERVICE, Page C5-5(5), PARI' 0 - GENERAL CONDITIONS OF THE WATER DEPARTMENT GENERAL CONTRACT DOCUMENTS AND GENERAL SPECIFICATIONS. The Contractor shall notify tine customer both personally and in wrlting as to the location, time, and schedule of the service Interruption. The cost of removing any existing concrete blocking shalf be included in the cost of connection. Untess bid separately all cost incurred shall be included in the linear foot price bid for the appropriate pipe size. 52.6 Varve CuWns It may be necessary to cut-In gate valves to isolate the water main from which the extension and/or replacement is to be connected. This may require closing valves in other fines and putting consumers out of service for that period of time necessary to out in the now valve; the work must be expediter) to the utmost and all such cut-ins must be coordinated with the engineer in-charge of inspection. All consumers shall' be individually advised prior to the shut eui and advised of the approximate length of time they may he without service. Payment for work such as backfill, bedding, fittings, blacking and slf other associated appurtenants required, shall be included In the price of the appropriate bid (terns. 52.7 Water Services The relocation, replacement, or raconnection of water services will be haquired as shown on the plans, andlor as described In these Special Contract Documenis In addition to those located In Ilia field and identifled by the Englneer. All service's shall be constructed by tete contractor utilizing approved factory manufactured tap saddles (when requited) and corporation stopst type K copper water tubing, curt stops with lock wings, motor boxes. and if required approved manufactured service branches. All materials used shall be as specified In the Materi�ii Standards (E 1- 17 & E1-18) contained in the General Contract Documents. All water services to be replaced shall be installed at a tpinimum depth of 36 inches below final grade. 10127M4 C-39 DART 0 - SPECIAL CONDITIONS -- All existing 314-inch water service livres which are to be replaced shall he replaced with I- inch Type K copper, 1-Inch diarneter tap saddle when required, and 1-Inch ocrporation from the n)ain, lino to the metef- box ACI services which are to be replaced or relocated shall be installed with the service main tap and service line being In line with the service meter unless otherwise directed by the Engineer. A minimum of 24 hours advance notice shall be given when service interruption will be req UIred as specified in Section C5-5.1 1NTERRUPTI ON OF S ERV ICE. All water service meters shall be removed, tagged, and collected by the contractor for pickup by the Water Department for reconditionIntg or replacerneni. After installation of the water service in the proposed location avid receipt of a rooterfrom the project inspeotm- the contractor shall install the mater. The meter box shall be reset as necessary to be flush with existing ground or as otherwise directed by the Engineer. All such work on the outlet side of the servlci meter stroll be perfof-med by a licensed plumber, 7. WA,rF-R SERVICE REPLACEMENTS, Water service replacement or relocation is required When (h8 existing serjice is lead or is too shallow to avoid breakage during street reconstruction. The contractor shall replace the existing service line with Type K copper from the rnaln to the meter. curb stop with lock wings, and corporation stop. Payment for all work and materials such as backfill,-fittings, type K copper tubing, curb stop with lock wings, service line adjustment, and any relocation of up to 12-inches from center line existing riveter location to center line proposed meter location shall be included in the Linear Foot price bid for Copper Service Line from Alain t0 We (5) feet behind Mater. Any vartical adjustment of customer service line within the 5 feat area shall be subsidlary to (lie service Installatlon. Payment for all wont and materi2a15 such as tap saddle (if required), curporation stops. and fittings shall be Included in the price bid for Service Taps to Main. 1. WATER SERVICE RECONNECTION- Water service reconnection is required when the existing service is copper and at adequate depth to avold breakage during street reconstruction, The contractor shall adjust the exisiing water service line as rewired for reconnection and furnish a new tap with corporatlon stop. The contractor will be pall for one (1) Service Tap to Main for each service reconnected plus for any copper service line used in excess of five ( ) feet from Main to five (a) feet behind the Meier, 2, WATER SERVICE METER AND METER BOX RELOCATIONS. When the feplacem8nt and relocation of a water service and meter box is required and (lie location of the meter and meter box is moved mare than "Ive (12) inches, as measured from the center line of the existing meter 10 location to the center line of the proposed meter locallon, separate payment will be allowed for the relocation of service meter and meter box. Centerline is defined by a line extended from the service tap through the mater. Only relocation$ made perpendicular to this canterline will be {paid for separately- relocations made along the centerline will be paid of in feel of coppea- service line. When relocation of service meter and meter box is required, payment for all wont and materials such as backfill, fittings, five (5) feet of lype K Copper service and all materials, labor, and equipment used by and for the lluensed plumber shall be included in the price vara SC- 0 PART a - SPECIAL CONDITIONS bid for the service meter relocation. All other costs will be included In other appropriate Jaid Item(s).. This ftem wits also be used to pay for all service meter and meter box relocations as rewired by the Engineer when the service ilne is not being replaced. Adjustment of only the meter #pax and customer service tine within 5 feet distance behind the meter wilJ not justify separate payment at any lime_ Locations with multiple service branches will be paid for as one service meter and meter box relocetaon. 4. NEW SERVICE; When new services are required the contractor shall install tap saddle (when required), corporatian stop, type K copper service line, curb stop with look wings, and meter box. Reinforced plastic meter boxes with cast iron lid shall be provided for all 2 inch water meters or smaller. The reinforced plastic water meter bones shall comply with section E1-18A — Reinforced Plastic Water Meter Boxes. Payment for all work and materials such as backfill, fittings, type K upper tubing, and curb stop wlth locks wings shall be Included in the Linear Fool prig bid for Service Line from iviain to Meter five (5) feat bshlnd the meter, Payment for all work and materials such as tap saddle, corporation stops, and fittings shall be included In the prlce bid for ServIce Taps to Mains. Payment for all work and rnate6als such as furnishing and setting new meter box shall be included in the price bid for furnish-arid set ++tater box, 1. MULTIPLE SERVICE BRANCHES. When multiple service branches are required the contractor shall rurnish approved factory manufactured branches. Payment for multiple service branches v4dit Include. famishing and installing the mui#Iple service branch only and all other cast wi11 be included in other appropriate bid item(s). 2. MULTIPLE STREET SERVICE LINES TO SINGLE SERVICE METER. Any multiple service lines with taps servicing a single service maler encountered daring construction shall be repiaced with one service Iine-thaI. is applicable for the size of the existing service meter and approved by the Englneer. Payment shall be made at the unit bid price in the approp•i2te bid itew(s). 2.B -Inch Temporary Service Llne A. The 2-Inch temporary service maln and 8l4-inch service Imes serail be Installed to provide temporary writer service to all buildings that will necessarily be required to have severed water service during said wort. The contractor stall b'e responsible for coordinating the schedule of the temporary service connections and permanent service reconnections with the building owners and the Engineer In order that the work be performed in an expeditious manner. Severed water .service must be reconnected within 2 hours of discontinuance of service. A -Inch tapping saddle and -inch corporation stop or 2-inch gate valve with an appropriate fire hydrant adapter fitting shall be required at tete temporary service point of connection to the City water supply. The -inch temporary service ++rain and 3W4-inch service limes shall be instatled in accordance to the atlached figures 1, 2 and 3. 2" temporary service line shall be cleaned and sterilized by using chlorine gas or chlorinated lime (HTH) prior to Installation. SC-4111 PART D - SPECIAL CONDITIONS The out-of-service meter-s shall be rerrroved, tagged and collected by the Contractor for delivery to the Waley Department Dieter Shop for reconditioning or replacemei7t. Upon restoring permanent service, the Contractor shall re-install thio rnetors at the correct location. The meter box shall txe reset as necessary to be flush with the existing ground OF as otherwise directed by the Engineer_ The temporary service layout shall have a minimum auellable flow rate of 5 GPM at a dynamic pressure of 35 PSI per service tap. This criteria shall be used by the Contractor to determine the length of tamporary service allowed, number of service taps and number of feed points. When the temporary service is required for more than one location the -inch temporary service pipes, 314-inch service lutes and the -inch meter shall be moved to the next Successive project location. Payment for work such as fittings, 314-Inch servlcay Gres, asphalt, barricades, all service conneclions, removal of temporary services and all other assoeiatied appurtenants required, Shall be included in the appropriate bid iters, 8_ in order to accurately measure the amount of water used during construction. the Contractor will install a fire hydrant meter for all temporary service lines. Water used during construction for IiushIng new mains thal cannot be metered from a hydrant will be estimated as accurately as possible. At [he pre-construction conference the contractor will advise the inspector of the number of meters that will be needed along with the locations where they will be used. The Inspector will deliver the hydrant meters to the locations. After installatfon, the contractor will take full responsibility for the McW's until such time as the contractor returns those krreters to the inspector_ Any damage to [lie rnoters will be (he sole responsibility of the contractor, The Water Department Moter Shop will evaluate the oonditian of the meters upon return and if repairs are needed the contractor will receive an invoice for those repairs. The issued meter is for this specific project and location only. Any water that the conlractor may meed for personal use will require a separate hydrant meter obtained by the Contractor, at Ike cost, from the Water Department. 52.9 Purging and Sterilization of Water Lines Before being placed Into service all newly constructed water liars shall be purged and sterlllzed in accordance with 112-24 ❑f the General Caritracl Documents andpecifiic:ations except as modified herein, The Citi will 'provide- all water for INITIAL cleaning and sterilization of water ilnes. All materials for construction of the project, including appropriately sized "pipe cleaning pigs", chlorine gas or chlorinated lime (HTH) shall be rurnished by the Contractor. Chlorinated lime (HTII) shall be used in sufficient quantities to provide a chlorine reMdual of fifty (50) PP . The residual of free chlorine shall be measured after 24 hours and stall not be less than 10 parts per million of free chladne. hlodnaled wataf shall be disposed of in the sanitary sever system. Should a sanitary sewer not be available, chlorinated water shell be "de-chlorinated" prior to disposal. The line may not be placed In service until two successive sets of samples, taken 24 Fours apart, have met tha established standards of purity. KiFging and sterllization of the water lines shall be considered as incidental to the prajecl and all costs incurred will be considered to be included in the llnear foot bid price of the pipe. 52.10 VVork Naar Pressure Plane Boundaries rufua -42 PART D - SPECIAL CONDITIONS Contractor shall take note that the water line to he replaced under this.contract may cross or may be [n close proxinilLy to an existing pressure plane boundary. Care shall be taken to ensure all "pressure plane" V01ves installed are installed aclused and no cross connections are rnade between pressure planes 52.11 Water Sample Station GENERAL., All water sampling station installaatlans will be per attached Figure 34 or as required in Inrge water me ter vaults'as per Figure 33 unless otherwise directed by the Engineer, The appropriate water sampling station will he furnished to the Contractor free of uhaarge; however, the Contractor will be required to pick yap thks item at the Field Operations Warehouse. PAYMENT FOR FIGURE 34 INSTALLATIONS: Payment for all work and materials necessary for the installation of (he 3/4-inch type K capper service line will be shall be Included in the price bid for copper Service Line from Main to Meter. Payment for all work and materlals necessafy for the Installation tap saddle (If required), corporation stops, and fittings shall be included in the price bid for Service Taps to Iain. Payment fof alJ 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 sarnpiing station shall be included In the price bid for Water Sample Stations. PAYMENT FOR F[GURE 33 INSTALLATIONS, Paaymerit for all work and materials necessary for the Installatlon tap saddle, gate valve, and fittings shall be included in the price bid for Service Taps to.MaaIn. Payment for all work and materials necessary for the insiallaliorI of the sampling station, mod1f3caation- to the vault, fittings, and aIJ type K copper service llne which ars required to provide a complete and functional water sarnplIng station shall be Included in (lie price bid for Water Sample Stations. .12 Ductile Iron and Gray Iron Fittings Reference Part E2 Construction Spec fiavaafions, Section E2-7 Installing Cast Iron pipe, fittings, and Specials, Sulo section 172-7.11 Dant Iron AttJngs; F2-7.11 DUCTILE4RON AND GRAY-IRON FITTINGS: AIJ ductile-iron and gray-iron frttings shall be fumished with cement mortar lining as slated In Section E1-7. The price bid per ton of filfings shall be payment in felt for all fittings, joint accessories, polyethylene wrapping, horizontal concrete blocking, vertI anal tie-down concret�-blocking, and concrete cradle necessary for construction as designed. All duc€fele-Iran and grey-iron fittings, valves and specials shall be wfappecl wIth polyethylene wrapping conforming to Material Specification El-13 and Construction Specifica l-Ion E2-13. Wrapping shall precede horizontal concrete blocking, vertical tie- down concrete blocking, and concrete cradle. Payment for the polyethylene wrapping, horizontal concrete blocking, vertical ti"a n concrete blocking, and concrete cradle shall be [ncluded in bid items for vales and fittings and no other payrmenis will be allowed. i r -43 PART D -- SPECIAL CONDITIONS D- 53 SPRINKLING FOR DUST CONTROL. All applGcabie provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall apply. However, no direct payment will be made fct this itarii and it shall be considered to this contract. D- 54 DEWATERING The Contractor shall be responsible for determinfng the method of dewatering operation for the water or sewage flows from the exJsting maims and ground water. The Contractor shall be responsible for damage of arty mature resulting from the dewatering operations. The DISCHARGE from any dewatering operation shall be conducted as approved by the Engineer. GFOund water shall not be discharged into sanitary sewers. Dewatering shall be considered as incidental to a construction and all costs Incurred will be considered to be Included In the project price. D� 55 TRENCH EXCAVATION ON DEEP TRENCHES Contractor to prevent aTiy water flowing Into open trench during construction. Contractor shall not leave excavated trench open overnight. Contractor shall fill any trench the same day of excavation. leo extra payment shall be allowed For this special condition_ D- 56 TREE PRUNING A. REFEREN ES-1 National Arborist As soclaIion's "Pruning S tandairds far Shade Trees". B, ROOT PRUNING EWPMENT fi_ Vibratory Knife 2. Varmeer V-15 ORC Root Pruner C. NATURAL RESOURCES PROTI=CTI N FENCE 3_ Steel 'T" ;-- Fear stakes. f feet long. 4. Smooth Horse-Wire. 14-1/2 gauge (medium gauge) or 12 gauge (heavy gauge). 5. Surveyor's Plastic Flagging: "Tundra" weight. International nuarescent orange or red calor. fi_ Combination Fence-. Commercially manuractured combination soil separator fabric on wire mesh backing as shown on the Drawings, D. ROOT PRUNING 7. Survey and stake location of M-QI pruning trenches ac shown an drawings. 8. Using the approved specified equipment, make a cut a minimum of 36 Inches deep in order to minimize damage to the undisturbed root zone. 9. Backfill and compact the trench immediately after trenching. +a 127104 -44 PART D - SPECIAL CONDITIONS 1Q. Place a -foot wide by 4-inch deep cover of hutch over (he trench as required by the Engineer_ 11. Within 24 hours, prune flush with ground and backfill any exposed roots due to construction activity. Cover with wood chips of mulch In order to equalize soil temperature and minimize water loss due to evaporation. 12. Limit any grading work within conservatlon areas to 3-inch maximum out or fill, with no roots over 1-inQh diameter baling cut unless cut by land or cut by specified methods, equfpmerri and protection. E. MULCHING:ING: Apply -Inches to 4-Inches of wood chips from trimming or clearing operalion on areas designated by the Engineer, F. Tree Pruning shall b-e considered subsidiary to the project contract price, D- 57 TREE REMOVAL Trees to be removed shall be removed using applicable methods, Including stump and root gall removal, loading, hauling and dumping. Extra caution shall be taken to not -disrupt exist Ing utilities both overhead and buried. The Contractor shall immediately repair or replace any darnage to utilities and private property including, but not limited to, water and sewer services, pavement, fences, waits, sprinkler system piping, etc., at no cost to the Owner. All costs for tree removal, inctuding temporary service costs. shall be considered subsidiaary to the praj ect contract price and no additional payment will be allowed. D- fib FEST HOLES The matter of subsurface exploration to ascertain the mature of the Solis, including the amount of rock, if any, through which this pipeflne installation is to be rinade Is the responsibility of any and all prospective bidders, and any bidder on this project shelf ;submit his bid under this condition. Whether prospective bidders perform this subsurface exploration jointly or Independently, and helher they make saaoh determination by the use of test holes or other means. shall be left to the discretion of such prospectIve bidders, If test borings halve been matte and ara provided for bidder's Inrormastion, at the locations shown on the lags of borings in the appendix of this specification. It is expressly declared that neither the City, nor the Engineer guarantees the accuracy for the €nformetlon or that the material encountered In excavallons Is the same, either in character, location, or elevation, as shown on the boring logs. II shall be the responslblllty of- the bidder to make such subsurface investigations, as he deems necessary to determine the nature of the material to be excavated. The Contractor assumes all responsfbflfty for interpretation of these regards and for making and maintaining the required a cavatlon and of doing other work affected by the geology of the site. The cost of all rock removal and other associated appurtenances. If required, shall be included In the linear foot bid price of the pipe. D- 59 PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION AND NOTIPI A"I"I0N OF TE M PORARY WATER S ERVIC E INTE RRUPTI 0N DURING CONSTRUCTION Prijor to beginnfrng construction on any block In the project, the contractor shall, on a block by block basis, prepare and dellver as notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice shall be prepared as follows: I W27104 �-�b PART D ; SPECIAL CONDITIONS The notification notice or flyer shall be posted saven (7) days prior to beginning any consiruction activity on each buck In the project area. The flyer shalt be prepared on the antractof's letterhead and skull include the following Informatlon; Blame of Project, DOE No., Scope of Projeot (La, type of construction activity), actual construction duration within the black, the name of the contractor's foreman and his phone number, the name of the City's Inspector end his phone number and the City's after-hours phone number. A sample of the "pre-construction notlGcaition' flyer is atlached. The wntractor shall submit a schedule showing the construction slarl and finish time for each black of the project to the inspector. In addition. a copy of the flyer shall be delivered to 11he City Inspector for his review prior IQ being distributed_ The contractor will not be allowed to begin construction on any block until the flyer is delivered to all residents of the block. In the evens. It becomes necessary to tempornrily shut [down water service to residents or businesses during construction, the contractor shall prepare and deliver a notice or flyer of file pending interruption to the front door of each affected re*ident. The notice shall be prepared as follows- The notification or flyer shall be posted twenty-four ( 4) prior to the temporary interruption. The flyer shall be prepared on the contractor's letterhead and shall include the following informau0n; Name of the project, DOE number, the date of the interruption of service, the period the interruption will take place, the name.' of the contractor's foreman and his phone number and khe name of the City's Inspector and his phone number. A sample of the temporary water service interruption notification Is eltached. copy of the temporary Interruption notification rhall be delivered to the inspector for his mview prior to being distributed. The contractor shall Tial be permitted to proceed with interruption of water service until the Layer has been delivered to all effected residents and businesses. Electronic versions of the sample flyers cari be obtained from the t onstructlon office at (917) 871-8306. All work involved with the notifloation flyers shall be considered subsidiary to the contract price and no additional compensation shall be made. Ori 60 TRAFFIC BUTTONS The removal and replacement of traffic buttons is the rasponsihHIty of the contractor and shall be cons€dered a subsidiary item. In the evens that the contractor prefers icor the Signa Is, Sigma anti Markings Division (SSMD) of the Tran s portation/Pu b kc Works Dep ertmonI. to install the markings, the contractor snail vont,act SSMD at (817) 871-8770 and shall reimburse S MD for all costs incurred, both labor and mate ria i_ No additional cornpansatton shall be made to Ilse contractor for this reimbursement. D- 61 SANITARY SEWER SERVICE CLf=ANDUT.S Whenever a sanitary sewer service line is installed or replaced, the Contractor shall Install a two- wap se vice cleanout as shown in the attached detail. CleanOW5 are to be installed out of high traffic areas such as driveways, streets, sidewalks, etc. whenever passlble. When it Is not possible, the cleanout stack and mp shall be cast iron. Payment for all work and materials necessary for the instollatlon of the two-way service cleanout which are required to provide a complete and functional sanitary sewer cleanout shah be included in the price bid for Sanitary Sewer Servica QeEmouts. PART D - SPECIAL CONDITIONS D-62 TEMPORARY PAVEMENT REPAIR The Contractor shall provide a terrnporary pavement repair imrm4ately after trench backfill and compaction using a minimum of -Endres of hot mix asphalt over a r'ninirnum of 6-inches of compacted flex base. The existing asphalt shall be saw cut to provide a utriform edge and the entire width and length of the temporary repair shall be rolled with a steef asphalt roller to provide smooth rideablllty on the street as well as provide a smooth transition between the existing pavement and the temporary repair. Cost of saw cutting shall be subsidiary to the temporary pavement repair pay item. The contractor shall be responr51ble for maintaining the temporary pavement untli the paving contractor has mobilized. The paving contractor shall assume maintenance responsibility upon such moblilzation. No addltlonal cornpensatton shall be made for maintaining the temporary pavement. D--63 CONSTRUCTION STAKES The City. thrrough ills Surveyor or agent. will provide to the Contractor con struction« stakes or other customary method of rnarkcings as may be farand consistent with professlenaI practicm, establishing lire and grades for- roadway and utility construction, anti centerlines and benchmarks for bridgework. These stakes shalt be set sufficiently in advance to avoid delay whenever Practical, One set of stakes ahal r be set for all utility construction (water, sanitary sewer, drainage etc.). and one set of excavation/vr stabilization stakes, and one set of stakes for curb and gutterlor paving. It shall be the sole responsibility of the Contractor to preserve, maintain, transfer, etc., all stakes furnished until Gompletion of the construction phase of the project for which they were Furnished. If the City or its agent determines that a sufficient number of stakes or markings provided by the City, have been lost, destroyed, or d1sturbed. to prevent the proper proser-ution and control of the work conlrac�ted for In the Contract Documents, It shall be the Contractor's responsibility. at the Contractor's sole expense, to have such stakes replaced by an individual registered by the Texas Board of professional i-and Surveyor as a Registered Land Surveyor. No cialms for delay due to lacks of replacement of ccnstruction stakes will be accepted, and time will continue to be charged in-accordance withr the Contract Documents. D- 64 EASEMENTS AND PE-RMIT The performance of this contract requires certain lemporary constructlon, right-of-entry agreements, and/or permlls to perform work on private property. The City has attempted to obtain the tempofary construction and/or right-of-entry agreements for properties where constfuctton activity is necessary an City owned facilities, such as sewer Ilnes or manholes, For locations where-the City was unable to obtain the essemen t or rig ht-of-entry, iI shall be the Contractor's resporrsUlity to abb§ln the agreement prior to beginning work an subject property. This shall be subsidiary to the contract. The agreements, which the City has obtained, are available to the Contractor for revfew by contacting. the plans desk at We Department of Engineering, City of Fort Worth. Also, it shall be the responsibillty of the Contractor to obtain w4ten permission from property owners to perform such work as cleanout repair and sewer seNice replacement on private property. Contractor shall adhere to all requirements of Paragraph C6-6.10 of the General contract Documen(s_ TheContractor's attentlon Is directed to the agreement terms along with any special conditions that may have been imposed on these agreernchts, by the property owners. The easements and/or private property shall be cleaned up after use and restored to its original wndition or better. In event additional work mann its requkred by the Contractor, it shall be the rVrD4 -47 PFT D - SPECIAL CONDITIONS Contractor's responsibility to obtain written permission from the property owners involved for the use of additional property required. fro addMon aI payment will be allowed fof this Item. The City has obtained the necessary docurnentatian for railroad and/or highw2y permits required for construction of this project, The Contractor sheli be responsible for compiying with all provisions of such permits, including obtaining the requislte insurance, and sbail pay any and all costs associated with cr required by the perrrmit(s), It is the Contractor's responsibillty to provide the required flagmen and/or provide payment to the appropriate railroad/agency for all flagmen &Fing construction in rallroad/agency fight-of-way..For railroad permits, arty and all costs associated wish compliance with the permits} including payment far fingrnen sha11 be subsidiary to the laid Item price{or boring under the raklroad. No additional payment will be aItowed for this !tern. D- 65 PRE-CONSTRUCTION NEIGHBORHOOD MEETING After the pre-consirucilon conference has been held but before construcllon is allowed to begin on this project a public meeting will be held at a location to be determined by the Engineer. The contractor, inspector, and protect manager shall meet with all affected residents arid present the projected Schedule, Including construction start date, and answer any construction related questions. Every effort will be made to schedulE3 [he neighborhood meeting within the two weeps fol low+ng the pre-co nstniction conference but in no case will construction be allowed to beg iln until this meeting is held. D- fib WAGE BATES The labor classifications and minimum wage rates set forth herein have been prWetermined by the City Council of the City of f=or! Worth. Texas, in nccordance with steititory requirernenis, as being Che prevailing dassifCcalions and rates thal shall govern on all work perfinrrned by the onlractor or any SubwntractQr on the site of the project covered by these Conlracl Docurneniq. In no event shall less than the fallowing rates of wages be paid. (Attached) D- 67 REMOVAL AND DISPOSAL OF ASBESTOS CEMENT PIPE A, It is the intent of the C lty of fort Wodh to comply with the requirements of the Asbestos National rtmiSsions Standards For FlazardotEs Air Pollutants (NE� HAS) found at 40 GFR Bari 61, Subpart M. This specification will establish procedures to be used by all Excavators in the removal and disposal of asbestn% cement pips in Compliance with NE HAR Nolhing in this specificeiion shall be conatrued to void any provision of a contract or other law, ordinance, regEElation or policy whose requirements are more stringent. 8. ACP is defined under NE H P as a Category 11, non-frlabie materlal in ils intact slate but which may became friable upon removal, demolition and/or disposal. Consequently, if the removal/ disposal process renders the ACF' friable, it is regulated under the disposal requlraments of dU OFR 61.150. A NESFIAP notif♦oalion must be filed with the Texas Department of HeMlh_ The nolification must he filen al least tan days prior to removal of the materlal. If It remains in its non - Nable state, as defined by the NE HAP, it can bre disposed as a conventional ConstWctlan waste. The Environmental Proter flan Agency (EPA.) defines Mable as material, when dry, which rT ray bL, crumbled, pulverized or reduced.to powder by hand pressures, The Generator of the hazardous material is responsible for the identification and proper handling, transportation, and disposal of the material. Therefore, it is the policy of the City PART D - SPECIAL CONDITIONS of Fort ~North that the Excavator is the Generator regardless of whether the pipe is frfabie or not, D. U is the intent of the Cily of Fort Worth that all ACP shall be removed in such careful and prudent manner that it remains Intact and does not become friable. The Excavator is responsible to employ those means, Fnethods, techniques and sequences to ensure this result. E. Compliance with all aspects of worker safety and health regulations fnoluding but not limited to the OSHA Asbestos Standard is the responsibility of the Excavator_ The City of Fort Worth assumes no responsibility for compliance programs, which are the responsibility of the Excavator. (Copy of forms attached) F. The removal and disposal of ACP shal'I bc--- rwb-,�idiary to the cost of hist'ailing the neva pipes unless otherwise: stater) or' irxdiceled can 1�e project plans or.centract. docurnents. D-68 STORM WATE=R P E-t_UT1DN PREVENTION (F0R-D1STPFZBE0 AREAS GREATER THAN I ACRE) .PER 4( t : As defined by Texas Commission on Envaronmental Quality {T EG}) regulations, a Texas Pollutant discharge Elimination System (TI'DES) General Constructlon Permit is required for all construction activJties that resuIt in the disturbance of ane to five acres (Sm a11 Ccnstruction Activity) or five or more acres of total land (Large Construc€ion Activity), The contractor is defined as an "aperatortl by state regulations and is required to obtain a permit. Information concerning the permit can be abtained through the Internet at http;/lwww.inrsc,state,ix.U-.Ipermittincglwater permlwwperm/aonstruct.htmL Soil stablilzation and structural practices have been selecfed and designed in accordance with North Central Texas Council of Governments Hest Management Practices and Erosion Control Manual ror Constructlorl Activities (19MP Manual). This manual can be obtained through the Internet. ak www.dfwstormwater.comlrunoff.htmil. Not ail of the structural controls discussed in the GULP Manual will necessarily apply to this project_ Best Management Practices are construction management techniques that, if properly u(Ifized, can mil nimize the need for physical contfols and possible reduce costs. The melhods of control sha11 result In minimum sediment retention of not lass than 70%. NOTICE QF I NTENT (N00, If the project will result in a total land disturbance equal to or greater than 5 acres, the contractor shall sign at the pre-construction meeting a 7TCEQ Notice of Intent (NOI) form prepa+'ed by the engineer, lt:aerves as a notificatkon to the T ECH of construction actJvi(� as well as a commitment khat the wntractor understands the requirements of the permit for storm water discharges from construction activities and that measures will be taken to implement and maintain storm water pollution prevention at the site. The ( shall be submitted to the TOEQ at least 48 hours prior to the contractor moving on site and shall Include the required $100 application tea_ The NOI shall be mailed to: Texas Commission on Environmental Quality Storm Water& Gen oral Permits Team; MC-228 P.O. Box 13087 Austin, TX 78791-3087 A copy of the NOI shall be sent to: City of Fort Worth Department of EnvIronmentaf Managemeril 10r27104 SC-49 PAF T D Y SPECIAL CONDITIONS Oo IVILK Freeway Fart WortJ'i, TX 76119 NOTICE OF TERMINATION (N OT , For a€1 sites that qualify as Large Can struction Activity, the wntractor shall sign, prior to final payment, a TC EQ Notice of Termination (NOT} form prepared by the engineer. It serves as a notfue that the Site is no longer subject to ffie requirement of the permit. The NOT should be ma[led to: Texas Commission on Environmental Quality Stora Water & General Permits Team; MC-2-26 P.Q. Box 1 087 Austin, TX 78711-3087 TORR.WATER POLLUT[ON PREVENTION PLAN (SW PPK A document consisting of an erosion-control arra toxic waste management plan and a narrative defining sfte parameters and techniques to be employed to reduce the release of sediment and pollution from the constructbn site. Five of the project PPP's ars available for vlewing at the plans desk of the Department of Engineering. The selected Contractor shall be provided with three copies of the S1 PPP after award of cantract, along with unbounded copies of aJl forms to be submitted to the Texas Commission an Environmental Quality. LARGE CON STRUCTION ACTIV ITY -.DtSIUR BED AREA-EQUAL TO OR GREATER THAN 5 ACRES. A Notice of Intent (NO[) form shall be completed and submitted to the TDEQ including paymernt of the TDEQ required fee_ A SWPPP that rneets all TDEQ requirements prepared by the Enginear shall be prepared and Implemented at least 48.hours before the corn men rmenE of construction activilles. The SWPPP shall tre Incorporated into In the conlract documents. The contractor shad submit a schedule ror implementation of the SWPPP. Deviations from the plan must he submitted to the enginm for approval, The SW PPP is riot wanted to meet ail the conditlons of the permit since the ectual construction activities may vary from those anticipated during the preparation of the SWPPP. Modifications may be required to fully conform to the requirements of the Permit. The contractor must keep a copy of the most current SVVPPP at the construction site. Any alterations to the BWPPP proposed by the contractor must be prepared and submtttedd by the ccntractor to the enginear for review and approval. A Notice of Termination (RIOT) farm shall be submitted within 30 days after fins I stabitizalion has been achieved on all portions of the site that is the responsibility of the permittee, or, When anothar permitted operator assumes control over all areas of the site that have not been finally stabilized. SMALL ON TRUCTION ACTIVITY - DISTURBED AREA EQUAL TO OR GRE6TER TH6b! DNR ACRE BUT LESS THAN FIVE ACRE - SubmIssion of a N01 form Is riot required. However, a TCEQ Site notice form must be completed and posted at the site. A copy of the completed Site Notice must be sent to the City of Fort Warth Department of Environmental Management at the address IJsted above. A SWPPP. prepared as described above, shall he Implemented at least 48 hours before the commencement of construction activities, The BWPPP must include descriptions of control measures necessary-to prevent and contral soil erosion, sedlmenta(ion and water pollution and will be included in the contract dodumenLs, The contra€ measures Sha II be installed and maintained throughout the constructinn to assure effective end C.onlinuous water pollution control. The controls may Include, but not be limited to, slit fences, straw bale dikes, rock berms, diverslon dues. interceptor swains, sediment traps and basins, pipe slope drain, inlet protection, stabliized construction entrances, seeding, sodding, mulching, loll retention blankets, c other structural' or non-structural stoma water poi tutlon controls, The method of control small result in.a rn rnimum sed irmenI reten lion c 70 as d8Griad by the NCTCQO "S Man Ua1." Deviations from the proposed control measures must be submitted to the engineer for approval. r7 C-50 PART D - SPECIAL CONDITIONS PAYMENT FOR SWPFP IMPLEMENTATJOJt_ Payminrtt shall be matte per lump sum as shown on the prop osaI as full corn pensation for aJ"I items con toined In the projecI SWPPP. FOR DISTURBED AREAS LESS THAN I ACRE, SPECIAL CONDITION Q - 40 SMALL BE APPLICABLE. D-fig COORDINATION WITH THE CITY'S REPRESENTATIVE FOR OPERATIONS OF EXISTING WATER SYSTEMS It Is the Ccntractar's responsibility to 000rdinate any event that will req ulra connecting to or the operation of an existing City water Ifne system with the City's representative, The Contractor may obtain a hydrant water meter from the Water Department for use during the life of named project_ In the went the Contractor requires that a water varve on an existing live systern be tumed off and cin to accommodate the construcilon of the project. the Contractor must coordinate this activity through the appropriate City representative, The Contractor shall not operate water Ilne valves a existing water system, Fal hure to comply wtii render the Contractor in violation of Texas Penal Cade Title 7, Chapter 28.0.3 (Criminal Misch f) and the Contractor will be prosecuted to the full extent of the law. In addition, the Contractor wJH assume all IIahNlfles and respons Ibill ties as a resulI. of these actions. D-78 ADDITIONAL SUBMITTALS FOR CONTRACT AWARD The City reserves the right to require any pre-qualified contractor who is the apparent low Bidder(s) for a project to submit such additional Information as the City, in sole discretion may require, including but nol limited to manpower and equipment records, Information about key personnel to be assigned to the project, and construction schedule, to assist the City in evalualing and assessing the ability of the apparent taw bidder(s) to deliv4�r a quality product and successi'uily complete projects for the amount bid within the stipulated time frame, Base upon the City's assessment of the submitted Information, d recommendation regarding the award of a contract will be made to the City Council, Failure la subrn.lt the additional information if requested many be grounds for rejecting the apparent law blddQr as non-responsive. Affected contractors will be notified in writing of a recornmendatlon to the City Council. D-71 EARLY WARNING SYSTEM FOR CONSTRUCTION Time is of the essence in the completion of this contract In order to insure that the contractor is responsive when notified of unsatisfactory performance and/or of failure to maintain the contract schedule, the following process shall be applicable: The work pr cess ars all construction projecla will be closely monitored. On a bi-monthly basis the percentage of work completed wail be compared to the percentage of lime charged to the coniract. If the amount of work performed by the contractor is less than the percentage of time allowed by 0% or more (example, 10 of the work completed in 30"/n of the stated contract time as may he amended by change order), the fallowing proactive measures will be taken: Jl A letter will be rmaited to the contractor by certified mail. return recaipt requested demanding that, w1th.1n 10 days from the date that the letter is received, it provide sufflclent equipment, materials and Jaber to ensure comp ietton of the work wlthin the contract time. In [lie event the contractor receives such a letter, the contractor shall provide to the City an updated schedule showing Prow the project will be completed within the contract time. PART D - SPECIAL CONDITIONS 2. The Project Manager and the Directors of the Department of Engineering, Water Department, and Depadment of Transportation and Public forks will be made aware of the situation. If necessary, the City Manager's Office and the appropriate city council members may also be informed_ 3. Any notice that may, in the City's soie discretion. be required to be provided to interested individuals will dEstrilbuted by the Engineering Department's Public Information Officer. 4. Up-Dn recelpt of the contractor's response, the appropriate City departments and directors will be notified. The Erig inee ring Department's Public Informatic n Officer will, If necessary, then forward updated notices to the interested individuals_ 5. If the contractor fails to provide an acceptable schedule or falls ko perforin satisfactorily a second time prior to the completion of the contract, the bonding company will be notified appropdalely. ID-72 AIR POLLUTION WATCH DAYS The Contractor shall be requirad to observe the fallowing guidelines relating to working on City cc nstruction sties on days designated-as "AIR POLLUTION WATCH DAYS", Typically, the OZONE SEASON, wEthin the Metroplex area, runs from May 1, through OCTOBER 31, with 6-00 a.m. - 10:00 a.m. being critical BECAUSE EMISSIONS FROM THIS TWE PERIOD HAVE ENOUGH TIME TO BAKE IN THE HOT ATMOSPHERE THAT LEAO TO EARLY AFTERNOON OZONE FORMATION. . The Texas Commission on Environmental Quality (TCEO). In coordination vvlth the National Weather SeMce, will issue the Air Pollotion Veatch by 3,00 p.m. on the afternoon prior to the WATCH day. On designated Air Pollution Watch Days, the Contractor shrill bear the, responsibility of being aware that such days have been designated Air Pollution Watch Days and as such shell not begin work until 10;00 a.m. whenever construction phasing requires the use of motorized equipment for periods in excess of I #your. Ho ever, the CoilIra ctor may begin work prior to 10.00 a.m. if use of motorized equipment is less iliari 1 lie ur, c if equipment is new acrd certified by EPA as "Low Emitting", or equipment burns Ultra Low Sulfur Diesel (UL D), diesel ornuIsilons, or aiternative fuels such es CN G, If the antractor is unable to perform continuous work for a period of at least seven hours between the hours of 7;OO a.m. - 6:00 p.m., on a designated Air Pollution Watch Day, that day will be considered as a weather day and added onto the allowable weather Mays of a given month- 0-73 FEE FOR STREET USE PERMITS AND RE-INSPECTIONS A fee for street use permits is in effect. In addition, a separate fee for re-inspectbris for parkway construction, such as driveways, sidewalks, etc., will be required. The fees are as follows; 1. The street permit fee isX0,60 per penult with payment dire al the tirne of permit application. 2. A re-Inspection fee of $25.00 will be assessed when work for which an inspection cralled for is incomplete, Payment is due prior to titin City performing re-inspection. PaymenI by the contractor for all street use permits and re-inspections shall be considered subsidiary to the contract cost and no additional compensation shall be made. (7744SC-52 PART D - SPECIAL CONDITIONS (To be printed on Contractor's Letterhead) Date: DOE No: 3176 PROM CT NAME.Mai u CIC4B Sanitary Sewer Draiaage Area Dart 15 NAPSCO LOCATION. 76.X.. LImmOF CONST.. West of 9"' Avenue along FWVVR between Rosedale and Oleander Estimated Duration of Comstruc#ion nn yatir Street : <XX>days i yr THIS IS TO -INFORM YOU THAT UNDER CONTRACT WITH THE' CITY OF FORT WORTH, OUR COMDPANY WDLL EHAB LITATE SEWER LINES ON OR AROUND YOUR PI OPE RTY. CONSTRUCTION WtLL BEGIN APPROXIMATELY SEVEN DA'SC. ' FROM TIRT, DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OT-RE R JSSUE, PLEASE CALL: r. <C ONTRA cr OR'S SUP FI N' NDENT> AT 'ELEPHONE, No.> O Mr. <cm INSPE T0R> AT <TELEPHONE !'w O> AS'T'ER 4:30 PM OR ON WEEKENDS, PLEASE CALL 871-7970 pL EA SE KEEP THIS FL Y 'R H,4 ND I WMEN YO U CA LL. PART T D - SPECIAL CONDITIONS CITY OF FORT T WORTH HIGHWAY CONSTRUCTION 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 $10.16 Concrete Flnisher Helper (Paving) $9.70 Concrete f=inisher-Structures $13.44 Flagger $7.00 Form Builder-Structures $13.44 Form Setter-Paving & Curbs $10,25 Form Setter-Structures $9.75 Laborer-Common $7.64 Laborer-Utility $8.64 Mechanic $13.25 servicer $10.13 Pipe Layer $7,36 Pipe Layer Helper $6.76 Asphalt Distributor Operator $11.45 Asphalt Paving Machine Operator $11.09 Concrele Paving Saver $10,53 Crane, Clarnshell, Backhoe, Derrick, Dr4i)line, Shovel (< 1 112 $10.00 ) Crane, Clamshefir BarkhOer Derrick, Dragline, Shovel (> 1 V $11.52 CY) Front End Loader(2 112 CY & less) $9,94 Front End Loader.(over 2 112 QY) $0,32 Milling Machlr~e Operator $8,00 fxer $11,00 Motor Grader Operalor (Fine Grade) $12.31 Motor Grader Operator $13.75 Pavement Marking Machine $11.00 Roller, Stool Wheel Plant-Mlx Pavements $9.88 F oiler, Steel Wheel Other FlatwheeI or Tamping $12.12 Rolfer, Pneurnatic, Self-Propellor! Scraper $8.02 Traveling Mixer $10.00 Reinforcing Steel Satter (Paving) $9,75 Truck Driver-Single Axle (Light) $8.00 Truck Driver-Tartdern Axle Serpi-Trailer $10.22 Truck Driver-Lowboy/Float $10.54 Truck Driver-Transit Mix $10.63 Truck Driver-Winch $9.80 r1aJ O-55 FORT WORTH Doe. DOE NO. XXXX Pro)oct llama: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DIE TO UTMI PROVEMENTS IN YOUR NEIC HBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON _BETWEEN THE HOURS OF AND IF YOU IrAVE Q UE TIO NS A B 0 U T THIN HUT-0U T, PLEASE CALL: MR. AT (CONTRACTORS SPPERINTENDE T) (TELEPHONE NUMBER) OR MR. AT - — ( ITY INSPECTOR) ('TELEPHONE NUMBER) THIS INCON IEN ENCE WILL BE AS SHORT AS POSSIBLE. THANK YOV, CO 'TRATOR PART D - SPECIAL CONDITIONS F TEXAS DEPARTIA5NT OF N EALTH DEMOLITION t RENOVATION N071FI ATION FORM NOTE:GIRCLE ITEMS THAT ARE AMCNOE"D ° T 1) H NOTIFfCA4TIOW M 1) Abommiin;Compactor: Till Urenree Number I Akdvo,%5;_ City: Stale; C OfFlau Phlna Numbar;{ ,IDD slid Prone f+Iurl%bef= a Site Suparrv4or: TDH Licurmn Number. U Mo Superv'Aor, TDH Lkmr.5P.Number< s Tra�ncd OtrSl *NE;SHAP jn4i*Wr4r Cerilift.aiIon Data; DOM011110r;Comraetcw: —___Off[r&Phone HumLurf rl Addrm. City, I y Z) Project Canzrdfanl a:Operelor.� TDH Liranse Number- W,Wlfnii mole": Iwikgr afafP: ip;�Qtflce P11,0no Ni.I W.If I T A 3) 1rsclltty Owner: H Altani.lark P Mait+ngAddrnx: A 01W. _ SUN, 7_Ip; Qwmtr Phew Num4cd ) �_ "No(w,Tho Invaica far the no rif atlnrr lao will"sort to khe awneralirra harldIrlg aricl1ha W.1ilaff a dr1re"Inrthp Irwaka will bil lubrainad from tiler Inlputl:4*n th,f Ia p avrded in this a awlan. 4) 041r9ripilon W Facillky Nrafre: PhyaECal AxIdre".- Coulllyf Dlty= Iry: F qty f'xlori6 Frulrlll�br _ -. __-- pacillty Centaot.PaMrr; DeecrlpiIan of Arealftopm Number; A prior U150, _ F:ulura Uaa: F Age of BulldingtFtaViliy. lrrrnlper al'Fluom SdKw(I[- t$); ' YES u No G 5) Type of Work: I I DRM011tlon C RonvMtIon(Abatamem) ! An CaneoJldaltd T WC1k.wIR tie during: ! Day ❑ EvanIng in N14411 - Phramd PraJad L) fl@k1CC+�of work Sdriodulw 6} f>k Ibis a Public Ru fding? ; YES (t NO Fcclaral PzlelIIty?_YES _NO InduMdal Sita?t1 YES I r NO HESHAP-0tilyFacility? n YE ri NO 1913irIldlogWavAlityOcaupled7 :1 YES '1 ND I. T) Nuf PwIlion-Ty+pe CHECK ONLY ONE i9riBirt4l(1a VVoPkln Uaya1 - Canroliador ;-Amundrnant 1-i Erne fgancylOrdared i If III Is it all am onLkrianL vwmr-fr amEmdmgnl num hot Is thLD?.(Eiicloso copy of arho lnal andlor furl amvraiment) I If an emergency.WND ald you U9 w1th 01 TOH7_ Emerc�errGy�: Date and Hour of Emotr�anty(HHif4 WG-I 1YY)• li O rr�pllq,h or 1140 audOan,aftexpowlO evallI ana#>tpIht'rtll,on of ow tvo i]vorlt caused vasaN cprldlrions ar WomId csuse ealuiRrnFjnl dmmag a(cwrputWe.mi thinery.e 7 S) Ottwiplion of pmrRdure5�to ba followed In 1hr-,dwCok th of u,lcxpoctacd a cboslcr.is found of prev:qusly Aon-frranle y azb L-Moz mo reflol becomes%crun11AQd.pulw$,i�r.ar r0dur~Ai d In powlp&-: E 5) Was 13n Askmsloit s{;rvey perrO .tr cs2 -I YES ' NO Dole; _ �_ [ _T0H Irrspeolor Urwis4 No. b Armlylfcal Melliad i7 PLM f.3 TEM it Aanlrmail TCH Laboratory License Nom N (RF TA1FIPA(pvbk.bulidfng)pru(evig: an asaumptiun rrl l;sl l e me(je by a TDD Utent"iai> ) tu} Oma pkn orfftnned aefrtclion or n2nnvallarl%vmk,tWa of rnea areal,and rnetllod(s) *Iso used;- 11) d;f1) Dasefip qan a#work praclba &grad a l�]Ir"rr;la O0{l Iro1S IO by ULCU W p(OW rl Milim!'W€of aw5 eSIOS W th$ rig rnolliorrirenwrllan.,- rc1, a -57 PART D - SPECIAL CONDITIONS 12} ALL a f3oftt�±c IIL=rt: io; :he fbAa rlrig tabr-muaxb■aompletad, IF f1O A.0 REW03 PRESENT C14LCK# ERS_ Approadrnow amourit of Check vnh of meoauremant A�be�ius-Containing�u8�rug 14lnla�nl 101sb�sbD� PIpd3 Suri!awe Aaiga Ln Le Sa SO Cu Ba rA RACM to ha femavcd RACM remioved ltltplf0y'02UI7 1 flt 1-_N;AAk WMO ad Exterkw Ca!gm I rraa-friahtn mm owed �I I nun-010e NOT ramovod Interior Canwy A nbr> tri2bE$tumoumd E WNL nr CatRqn II M rno+p ++ I RACM Ort-FacUlty Com olent %) Wa-go 7ranportef Wine- TDD dna Nambet:. Acwtom, rwi y Slate: Zip _ C:omllaclPer^son;. PhwwNuart4wr, f S U) Winte D%TMa!SILO hlam9. Axldfilw 01k: Start Yip: T&epho",' TNM,, CParmaNtimber 161 For strualurally WOOLInd 1Wlilkle.allath a copy W dam arttlnn dtd,-r$--td WmVy Gavemrnewal Oft9oitl rsotoa w; Norm, _ Rcilotratiort h?�: 7l'14: D-2 If;at,irdrt(MhrUl3pNY) f !_ Date order to bu4r%{tulr MMM 1 1 i6j °.Medalled 130e4 0 AAtstoa AbAtematri! (MWDEV") Stara: f f Ctamplate- f f 177 SmWvlMd Dufax D litlonNArinval'i3n(MLVDpn"rj goat. f 1 r-amoetu_, i * Note:11 ih r Stan dart oM Ihl a anulle aLlon tan tint Sao uml.thv 11tH Rugl.vnal or LoLal Program adllco Mus t ba canmaLAd by phage p riur I o the u t dale. Failure to do so is s violaunji in petorpwnea co TANPJLr 5actton 29¢.61. I hereby 4Arildy ftl Wl Infam-mt i hmwo ilfo+ ODd IS aamnk=MpWWt mW faun to krm h pst of my knowtedrje. t iQCk uY4aC:ge that I am reSponsl No for all aspads oI ihla«noiJnwoun form.IncludkwL but not Hrn4 ng.oontent and submission da bn6 Thu mwirrmm pomdl-y Is 10.QOG per duy per vWatlo& _ f � �(Signglure of BBL IdJprg OFunerl C?M'WgTPF (Pilowd ium) (124LSI — (Tcreptiurta) a Diblagated 1w"Ittal ilGonlracior) {_ {Fax W+�tr'.hpr� Alm E�TOS NO11FIf;AT(ON SECTION TOXIC SUBS-rANCrtS r~OWROL DIVISION T AS DEPARTMENT OF HEALTH 'F%6=3 aro fiat acaopl4cf' PO 13ox 1 MJ3 0171KC2 Aa'o roof octLlp(CU' AUSTIN,TX 78714.35rA PIS, 512-WA-WO.O. 1-000-M-5546 Femm A PH4!%daled 0712MZ ftpkmMs TON(Dom d4rod 0711=1.For FssWanca ur cwnp fkg herrn,00 1 572.55.19 ll?42T1VO4 =58 � .. -9- PART T DA - ADDITIO AL SPECIAL CONDITIONS PAIN' DA - ADDITIONAL SPECIAL CONDITIONS -Q&I AWARD OF CONTRACT FOR PROJECTS WITH MULTIPLE UNITS........................ QA--2 PIPE4kfi E REHABILITATION CURED-IN-PLACE PIPE ..............................0MITTED QA�3 PIPE ENLARGEMENT SYSTEM..................... . ......... . . . . , .......... . .. ,011+i=D DAA FgLD.AND FORM PPIa.......F.......................................................................OMITTED DA-6 SLIPLINING..................................................................................................OMITTED PP& PISINSTAL--LED BY OTHER THAN OPEN OUT................................ .......ONUTT13D ISA-T TYPE OF CASING PIPE...............................................................................OhMED DA-8 SERVICE LINE POINT..REPAIR-}CLE=A►NOUT REEx IR..............................CUED ISA- PRQTF TI E MANHOLE COATING FOIA CORROSION PROTECTION ........ .......- DA-18 MANHOLE REHABILITATION.....,................... ...........................................ONITTED DA-fit SURFACE.PREPARATION FOR MANHOLE REHABILITATION................OMMED DA-1 INTERIOR MAN HOLE COATINQ -MI C ROSILI ATE MORTAR SYSTEMA .OIC =D ISA-13 INTERIOR MANHOLE COATING , QUADE.XSYSTEM--...,--........... . ...OMITTED DA-14 INTERIOR MANHOLE COATING - SPRAY WALL SYSTEM...........I..........................$ A-45 INTERIOR MANHOLE COATING . RA EN LINING SYSTEM.................................. 10 6A-16 INTERIOR MA N HO LE CQATING. PERMACA T SYSTEM WITH EPgjD L hER OMITTED DA-17 INTERIOR MANHOLE CO C O G-SEAL-SY TEM..................—.OMITTED DA-18 RIGID IBMANHOLE LINERS ...................................................OMITTED A-7 PVC LINED CONCRETE WALL RECONSTRUCTION.................................OMMED DA-20 PRESSURE GROUTING.......... . .. . .. ........................................................OI�.+IIT`T DA-2 1lACUUIW TESTING OF REHABILITATED MANHOLES ... .......................-OMITTED DA-22 FIBERGLASS MANHOLES. ......... ... .......................... ..................... . .......OMITTED DA43 LO_C_ATION AND EXPOSURE OF M ANHOLE=S AN WATER VALVES .....OM17T ED DA-24 REPLACEMENT OF CONCRETE CURE AND GUTTER.............................DI1+11<"I"TED DA-25 REPLACEMENT OF 6" CONCRETE DRIVEWAYS.....................................OMI'I'TIED DA-26 REPLACEMENT OF H.M.A.C. PAVEMENT AND RASE .............................OIvli'I"I'EI3 DA-27-2T GRADED CRUSHED STONES ........................ . ISA-28 WEQGE MILLING 2" TO 0" DEPTH 5.0' VIII}E............................................0fvff'I TED DA-29 BUTT , O�- ILL1^D............. —................. , ............., . ... , ...........OI+iITTED DA-30 2" H.M.A,C. SURFACE COURSE (TYPE "D" M1M ....—..............................0mITTED DA-31 REPLACEMENT OF 7" CONCRETE ALLEY GUTTER.............................OM1 T"1`ED DA-3-3 NEW 7" CONCRM VALLEY G ...................................................OM TIED DA-33 NEIN Wo STANDARD Wil EEL.CHAIR RAMP..... ... .. . . ... ..... ...... ... ... .....0lv OMITTED DA-'J4 8" PAVEMENT PULVERIZAT10 ................................................................OA+fI'I'T' D DA-36 ftEENF RCED CONCRETE PAVEMENT OR BASE (UTILITY CU'E'1...........OM11TED QA 6 RAISED PAVEMENT MARKERS.................................................................OMITTED DA-3 POTENTIALLY PETROLEUM CONT MIINATED MATERIAL HAND L1N .OMITTED DA-38 LOA 01NG TRANSPORTATION. ANO DI SPO SAL OF CONTAM INA►TED SOIL O IT BD DA-39 ROCK RIPRAP -GROUT- FILTER FABRIC...............................................OMITTED DA-4 CONCRETERIPFtAP....................................................................................C7 I=ED 136:41 QNCRETE CYLINDER PIPE; AND FITTINGS............................................OMI D D1E CONCRETE PIPE FITTINGS AND SPEC IALB DA43 UNCLASSIFIED STREET EXCAVATiON.....—.......................................... ..OMITTED 13A-44 6" PERFORATED PIPE SUBDRAIN............................................................OMI'T'TED DA45 REPLACEMENT OF 4" CO CRETE SIDE LKS ...................--....—......O TI MD DA 6 RECOMMENDED SEQUENCE OF CONN`RUCTION.................................OMITTED -11102AW ASC-1 PART DA - ADDITIONAL SPECIAL CONDITIONS DAA7 PAVEIY ENT.REPAIR IN PARKING ARF-A............... ...... ............. ....... ......bmi-1-1 DA48 EASEMENTS AND PERMIT ......................................................................OA41T= DA-49 HIGHWAY REQUIREMENTS.................................. . ........ ... ... . . ...... . ..QMPmD DAi [QNCRETE ENCASEMENT................................................................... ................. is DA-51 CONNECTION TO EXISTING STRUCTURES .......................••----,...............0-W1 ED DA-52 TURBO METER WITH VAULT-AN D BYPASS INSTALLATION..:.............:.D iIT' m 1.3 �a3 OPEN FIRE UNE INSTALL- TioNS ............................................................QlVJ=D DA&# 1! ATEI SAMPLE-ST .Tl0 ,....._...,.........::.....................................................:.:.......16 QA-55 CURB ON CONCRETE PAVEMENT............................................................0mlTT_-D DA-66 SHOP DRA ANGIII.................................... . ............................... ... . .........o1Villr rm 67A 57 COST F EIo4ltD0VhIIV ...................................................................................OMITTED DA-S8 STANDARD STREET SPECIFICATIONS H.M.A,C. OVERLAY...,..............:OIvYI�'i'ED 5A_-5-9 H.M.A.C, MORE THAN 9 INCHES DEEP.....................................................O T=D DA-60 ASPHALT OMEYVAY REPAI ............................................ ToP_.sol .................................................... ... .. ... „ , , , . „ ... , ..... „ .... � DA-62 WATER METER AND METER BO RELOCATIO • A- • • • J JUS E T...oMlTTD DA-63 BID QUANTITIES ......................................................................... ....._......::.:014iTT7'EI) DA-64 WORK IN HIGH WAY FRIGHT OF WAY ........ ,, .. ...... .. . ........ . .... ... .. .. .OMIT ED DA-65 CRUSHED LINEE TONE FLEXR BASE ..................................................... om][ D D 4-GIS OPTION TO RE#SEW....................................... ... ......... . ........... . ......... . .omjTT .. DA-67 NON-EXCLUSIVE CONTRACT........................ ................................. . ,. ,.,ONIrrm 13A-fi8 CONCRETE VALLEY GUTTER ..................................................................:OI1+i1'ITFD DA-69 TRAFFIC BUTTONS ....................................................................................D?ATIII*W DA-70 PAVEMENT STRIPING ................................................................................D fI'MD # -7 HAA-C, TESTING PROCEDURE .............................................................D1vS1'TTED DA-72 SPECIFICATION REFERENCES ....... .. ... ... ............... ................._..... ., . ,,., . ...17 54-43 RELOCATION OF SPRINM,ER SYSTEM BACK-FLOW PFIEVENTERICONTROL VALVE AND BOX............ . „ ..... ........ ...................... .............. ................DII+I FrrED DA-7 RESILIENT-SEATED GATE VALVES..........................................................OM1'17ED DA-75 EMERGENCY SITUATION, JOH MOVE4N .......................................... .,,.,..�I�iTI'IT�D DA-7 1 `/V" & " COPPER SERiACIES................................................................................17 DA-77 SCOPE OF WORK (UTIL. CUT}...................................................................om= ED DA-78 CONTRACTOR'S_RE PONSIBiLTY (UTIL„ CI,IT�..........................:...........:O ITj`SI3 EA-79-7I CONTRACT TIME (Ufi1L. CLIT)............. ......................................... ...........Di4iTI t`�D ESA-80 REQUIR.ED QRE1W PERSQNNEL & EQUIPMENT (UTIL.. ............OMITTED DA-81 TIME ALLOYED FOR UTILITY CUT'S ILML. CUMT....................................011+1iTT BD DA-I LIQUIDATED DAMAGES (UTIL, CUT).........................................................0W-FrED DSA-83 PAVING REPAID EGG S (UTIL. �I.IT�......:..........:.........:...........................:DT1+�I'I"CI�T� DA-94 TR;~NIGH 6A I{FILL (UTIL... CUTI..:.............................................................DA+fjl7 DA45 CLEAN-UP IUTI L. CUTS.. . ... ... .......................:....... ,,,.,., .. , .,. .. . ..... , ,,:O TI"FT3D DA-86 PROPERTY ACCESS IUJIL. CUTfI...............:..............................................OWTTE%D $ $ SUBMI$SION OF BIDS (UTI L. CUTS ........................... OA-86 STANDARD BASE REf!AJR FOR UNITI jtjTTL,OI.IT}.................................OMITTED DA-$ CQNCRETE BASE REPAIR FOR (UNIT II & UNIT III 1UTIL. CUT!............... WI'IED DA-90 2" TO 9" H.M.A_.C._PAV_ ME NT (UTIL..CUT)................... ............ .......QMTrTI3 QA-99 AD—JUST WATIER VALVE BOXES. MANHOLES, AND VAULTS Ium_ CuTI OMITTED DA-92 MAINTENANCE BON (UTI L. CU ...................................: ........................omiTCED 1 f4 ASC- DART DA - ADDITIONAL SPECIAL CONDITIONS N DA-93 13RICK PAVEMENT (UTIL. 1,ITI .................................................................Olvirr`I D DA,94 LIME STABILIZED SUBGRADE (UTIL. C U'1' ..................... ................. . .0ivIIT D rEMENT STABILIZED SIBGRAD E (UTIL. DUT1 .......................................O. I'B'M DA-96 REPAIR OF STORM DRAW STRUCTURES (UTIL.IL. UT)..........................O MED DA-97 "QUICK-SET" CONCRETE ((TIL. CUT)......................................................OI�rTIT�EI� 6A.98 UTILITY ADJUSTMENT (UTIL. CUT)............................................. .............OMITTED DA-99 STANDARD CONCRETF_ SI DEWALK AN13 WHET-LCHAIR RAMPS (UTIL. CUT) OMITTED DA-180 LIMITS OF CONCRETE PAVEMENT Rr4PAIR (UTIL. CUI] .......................OMITTED DA-101 CONCRETE CURB AND GUTTER (UTIL. CUT)..........................................OMr I`ED DA-t02 PAYMENT lUTIL,. CUT] ...............................................................................O1ViI'I` ED DA�'103 DEHOLES (MISC. CT.)..............................................................................O =ED DA-1 A CONSTRUCTION LIMITATIONS MISC. EXT.)....................... ......... .........O iITTED DA-105 PRESSURE CLEANING AND TESTING (MISO. 9 TJ.....................__......OW17FD DA-406 BID QUANTITIES MISC. EXT.1............................ ... .. . ... ... ..................dO MT=D DA-10 LIFE OF C_ON_ TRACT TM.I_ C._E]_CT.�. ................... ............... ..... DA 108 FLOINABLE FILL (MISC. ...................................................... „omurm PA.10Q BRICK FA1 ---T I�ERA�R SMI = I�EPL.1 ..............................................OMI I'TED DA-110 DETERMI NAT]ON ANIS INITIATION OF WORK (MISC. RIEFL. .................OMITTED DA-111 WORK ORDE13 COMPLETION TIME MISC. REPL. .................................dOMMED D -11 MOVE IN CHARGES (Mle0ti IrtE��.1...........................................................C}E ��`TI�1� fi7 IIQJECT SIN (MlSO. ftEPl.,]........... ................................................DNI� D "�` DA.JJj LIQUIDATED DAMAGES (MISC. REPL. ............................... ...%.,,... .. .. ...C] .E17ED Dl1-115 TRENCH SAFETY SYSTEM DESIGN (MISC. REEL. .......QMITTrD DA-11 FIELD OFFICE.............................................................................................OMITTED DA-117 TRAFFIC CONTRoL 1'LAIV.........................................................................ON111I`m DA-418 C0019DINATION QF VORK WITH CONTRACTOR FOR OTHER UNITS—OMITTED i I i fllAa A - PAIN DA - ADDITIONAL SPECIAL CONDITIONS PAIN ISA # ADDITIONAL SPECIAL CONDITIONS DA-1 AWARD OF CONTRACT FOR PROJECTS WITH MULTIPLE UNITS The Ctty reserves the right to abandon without obligation to the contractor, any part of the project, or the entire project, at any time before the c6ntractor begins any constrgction work authodzed by the City. Award, if made, shall he to the lowest responsible bidder. The following shall apply fai- contract documents with multiple units of work. Each unit represents a separate project, each with an individual MfW8E speciCcation and proposal seclton, The proposal sections are arranged to allow prospective bidders to submit bids on one unit, some of the units, nr all of the units. Award of corilract(s), if made. shall be to the lowest responsible binder For each individual unit. If a contractor Is the low bidder on two units or more, a single set of contract documents cornsistirng of all applicable units will be created and one single award of contract shall be made, The Contractor shall comply vwith the City's M/WBE Ordinance for the applicable unit ar combination of units and shall submit monthly MIWBE reports for the applicable unit or combInatton of units, Const-ruction time on all units will run conourrandy. For situatlans involving approved cantracts with multiple units, the total allowable construction completion time period for all the units shall be the same as the unit with the longest construction 11me period. DA-2 PIPELINE REHABiLITA,TION CURED-iN-PLACE PIPE OMITTED DA-3 PiPE ENLARGEMENT SYSTEM OMITTED DA-4 FOLD AND FORM PIPE OMITTED DA-5 SLIPLINING OMITTED DA-G PIPE INSTALLED BY OTHER T14AN OPEN CUT OMIT EO DA-1 TYPE OF CASINO PIPE OMITTED DA-8 SERVICE LINE POINT REPAIR I CLEANOUT REPAIR OMITTED DA-9 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION A. GENERAL, 1. Scope: This section governs all work, materials and testing required for the application of Interior protective coating. Structures designated to received interior coating are listed an the construction drawings. The structures are to be costed, Including interior wall, top and bench surfaces. Protective coatifig for corrasion 1 116M4 ASC-5 PART DA - ADDITIONAL SPECIAL CONDITIONS protection shall meet the requirements of thin Speciricstiort (arid items DA-14 and DA-15) and the Manul`acturers reccmmendatic ns and specifications. 2. Descdpflon: The Contractor shall be rasponsible for the furnishing of all labor, supervision. materials. equipment, and testing required for the completion of protective coating of structums in 0000rdarnce with manufacturer's recommendations. 0_ Manufacturers Recommendal.ions, Materials and procedures utilized for the lining process shall be in strict accordance with manufacturer's recommendations. 4. Corrosion Protection. Corrosion protection may be required on all structures where high turbulence or high H2S content is expected, 8_ MATERIALS: 1. Scope. This section governs the materials required for completion of protective coating of designated structures. _ Prolective Coating: The protective coating shall be a propFietary twc cornponent, 100 percent solids, rigid polyurethane system designated as Spray Wall as rnanufactured by Sprayroq, Inc. or a two-part epoxy resin system using 1 001A solids based epoxy hinder with Fibmus and flake fullers, Is manufactured by Raven Lining systems and designated as Raven 405. 3, Specialty Cement (If required for leveling or filling): The specialty cement-based coating material shatl be either Quade Qui-1s as manufactured by Quadex. Inc_ or Refiner MSP as manufactured by Standard Cement Matedels, 4. Matedal Identification: The protective coating material sprayed onto the surface of the structure stall be a urethane or epoxy resin System formulated for the application to a sanitery sewer environment. The spray system shell exhibit the minimum physical properties as follows-. Property Standard Long Term Value Tensile Strength AS b.638 5,000 psi Fkexural Stress ASTM D-790 10,000 psi Flexural Modulus ATM D-790 550.004 psi 5. Mixing and Handling: Mixing and Handling of specialty cement material and protective coating material, which may be toxic under certain conditions shall be in accordance w1th the recommendations of the manufacturer and in such a manner as to minimize ha;ard to personnel. It is the responsibility of the Conlractor to pmvide appropriate protective mean ms to ensure that materials are under control at all times and are not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer, Only personnel thoroughly famlliar with the handling of the coating material shall perform the spray coating operations and coating instaliationo. Q. EXECUTION. 11102IN ASC-6 PART D - ADDITIONAL SPECIAL CONDITIONS 1. General: Protective coating shall not be installed until [lie structure is complete and in place- 2. Prellminary Repairs: a. All foreign ma#erials shall be removed from the interior of the structure using high prorasure water spray (3500 psi to 4000 psi at spray tip). b_ All unsealed lifling holes, unsealed step hoios, and voids larger than approximately orae-half {112} tach in thickness shall be filled with patching compound as recommended by the material suppNer for this application. C. After aJI repairs have b"n completed, remove all loose material, 3. Protective Coating,- a. oating,a. The protective coating shall be applied to the structure front the bottom of the frame to the bench. down to the top of the trough. The top of the structure shall also be coated. b- The protective coating shell be installed in accordance with the manufacturer's recor-nmandations and the Following procedure. 1) The surface shall be thoroughly cleaned of all foreign materials and matter. Plane covers over the invert to prevent extraneous mated al from entering [lie sewers. 3) ff required for filling or leveling, apply specialty cement product to provide a smooth surface for the c:oaslinq material. 4) Spray the urethane or epoxy onto the structure wall and benchltrough to a minimum uniform thickness of 125 rails (0.125 inches). Thickness to be veriftable through the use of melhada acceptable to the Englrieer. After the walls are coated, the wooden bench covers shall be removed. 5) The final application shall have a minimurn of three (3) hours cure time or be set hard to the touch, before being subjected to active flow, 6) No applications shail be made to frozen surfaces or if freezing is expected to occur inside the stnicture within 24 hours after appilrailon., 4. Testing of Rehabilitated Manholes: Testing of rehabilitated manholes for watertightness shag be performed by the Contractor after operations are wunplete in accordance wlth the Section D-36 - VACUUM TESTING Of SANITARY SEWER MANHOLES. PART DA - ADDITIONAL SPECIAL CONDITIONS D, MEASUREMENT AND PAYMENT-. Payment shall be based on the Contract Unit Price Bid per vertical foot, measured from the bottom of the frame to the top of the bench_ The onlract Unit Price shell be payment In full for performing the work and for furnishing afl labor, supervision, materials, equipment and material testing required to complete the work. Pressure grouting, if necessary to stop active infiltration prior to application of the protective coating, shall be included in the above unit price, Grouting of the pJpa seals, beach and trough, and lower portion of a particular structure, if requlmd by the Engineer, shall be paid for separately, as specified in Section DSA-10, MANHOLE REHABILITATION. DA-14 MANHOLE REHAkR1LITATION []Mf f-r L-JD DA-'1I SURFACE PREPARATION FOR MANHOLE REHABILITATION OSI7TED DA-12 INTERIOR MANHOLE COATING - MiCROSILIDAETE MORTAR SYSTEM OMITTED DA-13 INTERIOR MANHOLE COATING - QUADEX SYSTEM OMITTED DA44 INTERIOR MAN14OLE COATING t SPRAY WALL SYSTEM A, GENERAL 1, Scope This section governs all work, materials and testing required for the application of Interior manhole coating. Manholes designated for lnter or coating are listed on the Manhole Rehabilitation Schedule, lnt�rinr manhole coating shall rneet the requirements of this Section or of SmIllon DA 12. DA-13, ISA-15, ISA-15 ar DA-17. . Description The Contractor shall be responsible for the fumishing of all labor, supervision, materials, equipment, and testing required for the completion of interior coating of manholes In accordance with the Contract Documents. 3. anufacluror's Recommendahons Matefia;s, mixture ratios, and procedures utilized for the coating process shall be in accordance with man ufa cturees recommendations. 4. Manholes Manholes to be coaled are of brick, block, or cone le construction. AlI manholes shall have a minimum of oner-hal f{112} inch specia€ty cement-lased coating matadal (Quade QM-#s or Refiner HASP) sprayer! or Irowelted on coaling over the original interior surface, B, MATERIAL fa Atm-8 PART DA - ADDITIONAL SPECIAL CONDITIONS 1. Scope This section governs the rrraterWs required for completion of intefiof coating of manholes, . Interior Coating The interior coating small be a proprietary two component. 10o percent solids, rigid polyurethane system designated as Spray Wa11 as manufactured by Sprayroq, Inc. 3. Specialty Cement The specially cement-based coating material shall he either Quadex QM-'Es as manufactured by Quadlex, Inc. or l eftner Itir'#SF1 as manufactured by Standard Dement Materials_ 4, Material Identification The interior manhole coating material sprayed onto the surface of the manhole shall be a urethane resin system formulated for the applIca.tion to a sanitary sewer environment. The spray system shaill'exhibit the physical properties as failows: l�rop§Tty at9rLdqA kong Term Value Tensile Strength ASTM D-638 5,000 psi Flexural Stress ATM D-790 10,000 pal Flexural Modulus ATM D-790 550,O00 psi 5. Mixing and Handllrng Mixing and handling of specialty cernent material and interior coating material. which may be toric 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 protectkve measures to ensure that materials are under control at all times and are not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the E ngIneer. Only petsoonal thoroughly familiar with the handling of the coating material shall perforin the spray coatIng operations and coating Installations. EXECUTION 1. General Manhole coating shall not be Installed until sealing of manhole frame and grads adjustments. or partial manhole replacement when required for the manhole per the !Manhole Rehabilitation Schedule, is complete. . Temperature t raoa ASC-9 PART DA » ADDITIONAL SPECJAL CONDITIONS Normal interior coating operation shalt be performed at temperatures of 40OF or greater. No appliraliott shall be made when freezing is expected within 24 hours. 3. Interior Manhole Coating e. The Inferior wating shall be applied to the manhole from the bottom of the frame to the bench. down to the top of the tough, b_ The interior coating shall be installed in acoordsnce with the manufacturer's recarnrnenda6ans and the follo*fng procedure, t) The surface shall be ftroughly cleaned of all foreign materiels and matter. CleanIng shall be accomplished by using high pressure "ter spray (minimum 3500 psi at spray tip), cleaning with muriatio acid, degreaser, or other solvents as needed in order to remove any film or residue on the surface. 2) Place covers over the invert to prevent extraneous materW from entering the sewers. 3) Apply a minimum of one-half (11 ) inch specialty cement product (Qualex Q -ls or Kellner MSP) smooth surface for the urethane coating material. 4) Spray the urethane onto the manhole wall and banchltrough with a minirnum thick tress of 125 rails (0.125 inches), Thickness to be verifiable through the use of methods acceptable to the Engin r- 5) Coat trough area with specialty cement product (Quadex QM-1s or Reliner MSP). 1_ Testing of Rehabilitated Manholes a. Vesting of rehabiiltated Manholes for Waterfighbiess shall be performed by the Contractor after operations are complete in accomlanoe with Section DA- 1, D_ MEAS URt=MENT AMD PAYMENT Payment shall be based on the Contract Unit Price per vaidloal foot, measured from the bottom of the frame to the top of the bench. The Contract Unit Price shall be payment in full for perforTning the work and for furnishing all labor, supervision, materials, equipment and material testing required to complete the works. Grouting, if necessary, shall be included in the above unit price. Grouting of the pipe seals, bench and trough. and lower portion of a pedicular manhole% if required by Manhole Rehabilitation Worts Schedule or required to be done by the Engineer, shall be paid for separately at the Contract Unit Price. DA-15 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM A. GENERAL 1, Scope I rl03'04 AS G-10 PART DA - ADDITIONAL SPECIAL CONDITIONS This section governs all work, me.terials and testing required for the appficatlan of interior manhole coating. Manholes designated for interior coating are listed of the Manhole Rehabilita don Schedule. listed in. Section I. Interior manhole coating shall meet Ilse requimmants of this Section, c of Section DA-12, DA-13, DA-14, DA-15 or DA-17. Description The Contractor shall he responsible for the Furnishing of all labor, supervision, materials, equipment, and lestIng required for the completion of lnterlor coating of manholes in accordance with the Contract Documents. . NlanufactureeEs Recommendations Matedals, rnixtum ratios, and procedures ulElized for the coaling process shall be in accordance Mlh manufaoturees recommendations. 4. Manholes Manholes to bre coated are of brick, block, or concrele constwc#ion. All manholes shall have a minimurn of one-half (11 ) specialty cement-based coating material (Qualex 010-Is or eiini�r MSP) sprayed or trowelled on coating over [tie original interior surface_ B. MATERIALS 1, Scope This section governs the materlais required for completlorG of interior ooating of rnanholes. Interior Coaling Raven Ulm High-Build epoxy Coating, a two-part epoxy resin system using 100% solids based epoxy bfnder with fibrous and flake fillers, is manufactured by Raver Lining systems and designa,tud as Raven 405. I Specialty Ceimnt The specially cement-based coaling maledal shall he either Quadex QM-1s as manufactured by Quadex, Inc, or Relinef MSP as manufactured by Standard Cerneril materiais. 4. Material Identification Contractors will completely identify the types of grout, mortar, sealant, andlof rook control chemicals proposed and provkde case histories of successful use or defend the choice of grouting materials based on chemical and physical properties, ease of application. and expected performance. These grouting materials shall be compatible with Raven 405 interior coating_ The contractor shall be responsible for � �� ASC-111 - - PART DA - ADDITIONAL. SPECIAL CONDITIONS getting approval From Raven Lining systerns and/or the grout manufacturers for the use of these grouting materials. 5. Mkx[ng and Handling MIxfng and handing of interior coating, which may be tonic onder certain conditions shall be in accordance with the recommendations of the manufacturer and In such a manner as to min[mize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective rnea.sums to ensure chat matehals are under control at all times and are not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Coating shall be performed only by certified applicators approved by the manufacturers. _ EXECUTION 1, General Manhole coating shall not be performed until sealing of manhole from frame and grade adjustments, partial. manhole replacement, manhole groutIng or sewer replacernerWrepairs are complete. . Temperatures Normal interior coating operation shall he performed at temperatures of 40"IT or greater. No application shall be made when freezing is expected within 24 hours. 3, interior Manhole Coating a. Manholes scheduled for Interior coating are shown on the Manhole Rehabilitation Schedule. The Interior coating shall he applied to the manhole from the bottorn of the manhole frame to the bench{trough, including the benctViroLkgh. b, The interior coaling shall he installed in accordance with the manufacturer's recommendatlons and the following procedure. 1 The surface preparation shall comply with the requirements of Section DA-11. SURFA E PREPARATION FOR MANHOLE RESTORATION. ) Apply a minimum of one--half {112} incl? specialty cement-based product (Qualex QM-is or Rellner M P) srnoolh surf-ace for the urethane wabng material. 3) The surface prior to appl[cation may be damp but shall not have noticeable firm water droplets seeping or running water_ Material shall be spray applied per manufacturer's recommendations with a minimUrn thickness of 125 mils (0.125 inch), 4) After the Yval{s are coated, the wooden bench covers shall be rernoved and the bench sprayed to the same average and minlmurn thickness as required for the walIs. oa ASC-1 2 PART D # ADDITi NAL SPECIAL. CONDITIONS b) The fnal application shall have a minimum of three ( ) hours cure time or be sat hard to the touch, before being subjected to actilve flow. 6) No applications shall be made to frozen surfaces or if freezing is expected to occur In side the manhole within 24 hours after application. 4. Testing of Rehabilitated Manholes a. ,Ater the epoxy liner has sat (hard to touch). all visible pinholes skull be repalred, Repairs shall be made by lightly abrading the surface and brushing the lining material over the area. All Misters and evidence of uneven cover *hail be repalred according to the manufacturer's recommendations. Spot check of coating thickness may be made by Owner's Representative, and the contractor shall repair these areas as required, at no additional cost to the Owner. b. Tesl[ng of rehabilitated manholes for watortigh"ss shall be performed by the Contractor after operations are complete fn accardance with Section DA- 21 —VACUUM TESTING OF REHABILITATED MANHOLES. D. MEASUREMENT AND PAYMENT Payment shall be based on the Contract Unit Price per vertical foot. measured from the bottom of the frame to the top of the beach. The Coniract Unit Price shall be payment in full for performing the work and for furnishing all labor, supervision. materials, equipment all testing necessary to complete the work. Payment for rgroutin.g of pipe seals, bench and trough and manhole walls shall be based on the Contract Unit Price for each msnhale actually grouted, DA-16 INTERIOR MANHOLE COATING. PERMAGA T SYSTEM WITH EPDXY LINER OfV MEO DA-17 INTERIOR MANHOLE COATING-STRONG-SEAL-SYSTEM OMITTED DA-19 RIGID FIBERGLASS MANHOLE LINERS OMITTED DA-19 PVC LIMED CONCRETE WALL RECONSTRUCTION ONIITTED DA-20 PRESSURE GROUTING OMI'I'T=D DA-21 VACUUM TESTING OF REHABILITATED MANHOLES OMITTF-D �� aro ASC-13 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-22 FIBERGLASS MANHOLES OMITTED DA-23 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES OMITTED DA-24 REPLACEMENT OF CONCRETE CURB AND GUTTER OMITTED DA-26 REPLACEMENT OF 6" CONCRETE DRIVEWAYS OMITTED DA-26 REPLACEMENT OF H.M.A.D. PAVEMENT AND BASE OMITTED DA-27 GRADED CRUSHED STONES OMITTED DA-28 WEDGE MILLING 2" TO 0" DEPTH 5.4' WIDE OMITTEO DA-29 BUTT JOINTS - IMtIIL,L51) OMITTED 0A-30 2" 14.M-A_ . SURFACE COURSE (TYPE "D" MIX) OMITTED DA-31 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER OMITTI~D DA-32 NEW 7" CONCRETE VALLEY GUTTER OMITTED DA-33 NEW 4" STANDARD WHEELCHAIR RAMP OMITTED DA-34 8" PAVEMENT PULVERIZATION OMITTED DA-36 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY OUT) OMITTED DA�36 RAISED PAVEMENT MARKERS OMITTED DA-37 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING ' OMITTED DA-38 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL OMITTED 41102104 ASG-14 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-59 ROCK I IIPRAP - GROUT - FILTER FABRIC OMITTED DA-40 CONCRETE RIPRAP MIT7ED DA-41 CONCRETE CYLINDER PIPE AND FITTINGS DYFED DA-42 CONCRETE PIPE FITTINGS ANDPF-OIALS OMITTED DA-43 UNCLASSIFIED STREET EXCAVATION 001 ITTED DA-44 6" PERFORATED PIPE SUBDRAIN OMITTED DA-45 REPLACEMENT OF 4" CONCRETE SIDEWALKS OMITTED DA,46 RECOMMENDED SEQUENCE OF CONSTRUCTION OMF TFD DA-47 PAVEMENT REPAIR IN PARKING IND AREA OMITTED DA-48 EASEMENTS AND PERMIT OMITTED ISA-49 HIGHWAY REQUIREMENTS OMITTED DA-50 CONCRETE ENCASEMENT Concrete encasement shag be glass E (1500 psl) concrete and for sever line encasements shall conform to FIg. 113; for water line encasements it small conform do Fig, 20 of the General Contract Documents. Requirements for such encasement are specified in Sections El-20 and E2-20 of the General Contract Documents, Payment for work such as Forming, placing, and finishing Including all labor. toots. equipment and material necessary to complete the work shall be included in the linear toot price bid for Concrete Encasement. DA-51 CONNECTION TO EXISTING TRUCTURE OMITTED DA-52 TURBO METER WITH VAULT AND BYPASS INSTALLATION OMITTED (11021011 ASC-1 PART DA - ADDITIONAL SPECTRAL CONDITIONS DA-53 OPEN FIDE LINE INSTALLATIONS OMITTED DA-54 WATER SAMPLE STATION GENERAL: All water sampting stattan installattons will be per attached Figure 34 or as required in lafge water meter vaults as per Figure 33 unless otherwise directed by the Engineer. Tk7e appropriate water sampling station witl be Furnished to the Contractor free of charge: however, the Contractor will be required to pick up this Item at the Heid Operations WaMho use. PAYMENT FOR FIGURE 34 INSTALLATIONS: Paymant for all work and materials necessary for the Installation of the 3J4-inch Lype K copper service line will he shall be Included in the price did for copper Service Line from Main to Meter. Payment for all WQFk and materials necessary for the Installation tap saddle (if required), corpor-ation stops, and fittings shall be included in the price hid for Servim Taps to Main. Payment for all work and matedals necessary for the installatlon of the sampling station, concrete support black, 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 be Included in the price bid for the water main, PAYMENT FOR FIGURE 33 INSTALLATIONS. Payment for all worts and materials necessary for the installation tap saddle, gate valve, and fittings shall be included in the price bld for Service Taps to Main. Payment for all work and materials necessary for the installation of the sampling station, modification to the vault, fittings, and all type K moppet service line which are required to provide a complete and functional water sampling station shall be Included in the price bid for Water Sample Stations, DA-55 CURB ON CONCRETE PAVEMENT OMiTTED DA-56 SHOP DRAWINGS MiTTED ESA-57 COST BREAKDOWN OMITTED DA-58 STANDARD STREET SPECIFICATIONS H.M.A.C. OVERLAY OMri-TED DA-59 IA.M.A.C. MORE THAN 9 INCHES DEEP OMITTED DA-60 ASPHALT DRIVEWAY REPAIR OMITTED 1 I/Oz/V4 ASC-16 PAIN DA - ADDITIONAL SPECIAL CONDITIONS OA-61 TOP SOIL ONIF TE0 DA-62 WATER METER AND METER BOX RELOCATION AND ADJUSTMENT OMITTED DA3 BID QUANTITIES OMITTED DA-64 WORK IN HIGHWAY RIGHT OF WAY OMITTED 0A-65 CRUSHED LIMESTONE (FLEX-BASE) OMITTED DA-66 OPTION TO RENEW OMITTED DA-67 NON-EXCLUSIVE CONTRACT OMITTED DA-68 CONCRETE VALLEY GUTTER OMITTED DA-69 TRAFFIC BUTTONS OMITTED DA-70 PAVEMENT STRIPING OMITTED DA-71 H.M.A. , TESTING PROCEDURES OMITTED €}A-72 SPECIFICATION REFERENCES When reference is made in these speci#icalions to a particular ASTM, AVVVVA, ANSI or other specification, It shall be oriderstood that the latest revision of such specification, prior to the date of these genemI specifications or revisions thereof, shall apply. DA-73 RELOCATION OF SPRINKLER SYSTEM BACK-FLOW PREVENTERI ONTROL VALVE AND BOX OMITTED IDA-74 RESILIENT-SEATED GATE VALVE OMITTED DA-75 EMERGENCY SITUATtON, JOB MORE-IN OMITTED DA-76 1 '/;2" & 2" COPPED SERVICES I rwi-?a ASC-17 PART DA - ADDITIONAL SPECIAL CONDITIONS The following Is ars addendum to E1-17, Copper Water Service Lines and Copper Alloy Couplings: Ail fittings used for 1 rt" and " water servi s lines shall be compression fittings of the Lype produced with an internal "gripper ring" as manufactured by the Ford Meter Box Go., Inc., Mueller Company, or approved equat. Approved equal products shell submit shop drawings and manufacturer's catalog inforrnalion for approval. Contractor shall make all cuts to the copper tubing with a copper hibing cutter tool specifically designed for this purposia in order to provide a clean, square cut. The use of hacksaws or any other I;ype of cutter will not be allowed. Prior to installing the compnesSion fittings, the copper tubing will be made round by the use of a "rounding tube" specifically made for that purpose, Payment for all work and materials associated with 1 14 " and " cuppor services shall be Included in the price of the appropriate bid item. DA-77 SCOPE OF WORK (UTIL. CUT) D m ITTED DA-78 CONTRACTOR'S RE PONSIBIL.TY (UTIL. CUT) OMITTED ISA-79 CONTRACT TIME (UTIL. CUT) OM1TTED DA-80 REQUIRED CREW PERSONNEL & EQUIPMENT (UTIL.. CUT) OMITTED DA-81 TIME ALLOWED FOR IJTILiTY CLOTS (UTIL. CUT) OMIT-TED DA-82 LIOWDATED DAMAGES (LITIL. CUT) OMITTED DA-83 PAVING REPAIR EDGES (UTIL. CUT) OMITTED DA-84 TRENCH BACKFILL. (UTIL. CUT) ON11 TTE D DA-85 LEAN-UP (UTIL. CUT) OMIT-TED DA-86 PROPERTY ACCESS (UTIL. CUT) OMITTED DA-87 SUBMISSION OF BIDS (UTIL. UT) OMITTED DA-88 STANDARD BAST~ REPAIR FOR UNIT I (UTIL.. CUT) �rozoa ASC-18 PITT DA - ADDITIONAL SPECIAL CONDITIONS OMITTED DAk-89 CONCRETE BASE REPAIR FOR UNIT II & UNIT III (UTIL. CUT) OMITTED DA-90 " TO 9 H.M.A.C. PAVEMENT (UTIL. CUT) OMITTED DA-91 ADJUST WATER VALVE BOXES, MANHOLES, AND VAULTS (UTIL. CUT} OMITTED DA-92 MAINTENANCE BOND (UTIL. CUT) WITTED DA-93 BRICK PAVEMENT (UTIL. CUT) OMITTED DA-94 LIME STABILIZED SUBGRADE (UTIL. CUT) OMITTED DA-95 CEMENT STABILIZED SUBGRAkDE (UTIL. CUT) OMITTED DA-96 REPAIR OF STORM DRAINI STRUCTURES (UTIL. CIT) OMITTED DA-97 ''QUICK-SET" CONCRETE (UTIL. CUT) OMITTED DA-99 STANDARD CONCRETE SIDEWALK AND WHEELCHAIR IR RAMPS (UTIL. CUT) OMITTED DA-100 LIMITS OF CONCRETE PAVEMENT REPAIR (LITIL. CUTJ OMITTED DA-101 CONCRETE CURB AND GUTTER (UTIL. CUT) OMITTED DA-102 PAYMENT (UTIL. IIT) OMITTED DA-103 DEHOLES (MISC. EXT.) OMITTED DA-104 CONSTRUCTION LIMITATIONS (MISC. EXT.) OMIT-TED DA-105 PRESSURE CLEANING AND TESTING (MISC. EXT.) OMITTED DA-106 BID QUANTIFIES {MISC. EXT.) OSA ITTED I traaAq)el ASC-19 --- PART T DA - ADDITIONAL SPECIAL CONDITIONS DA-107 LIFE OF CONTRACT IMISG, EXT) SIA i3TED DA-108 FLOWABLE FILL (MISC. ERCT.) OMITTED DA-109 BRICK PAVEMENT REPAIR (MISC. REPL.) OMITTED DA-110 DETERMINATION SAND INITIATION OF WORK (MISC. REPL..) OMITTED DA-111 WORK ODDER COMPLETION TIME (MISC. REPL,) OMITTED DA-1 12 MOVE IN OHARG6 (MISC. REPL.) OMITTED DA-113 PROJECT SIGNS (MISC. REPL.) OMITTED DA-114 LIQUIDATED DAMAGES (MISC. REPL.) OM ITT ED DA-115 TRENCH SAFETY SYSTEM DESIGN (MISC. REPL.) OMITTED DA416 FIELD OFFICE OMITTED DA-117 TRAFFIC CONTROL PLAN OMITTED DA418 COORDINATION OF WORK WITH CONTRACTOR FOR OTHER UNITS OMITTED I to ASC-20 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. 2981,2982,2983,2984,2985 and City of Fort Worth Project Number P253-606170041283/P258- 706170041283 i Conatser Construction TX LP CONTRACT By: Title 5r-IaAr Z cr .2 04 G ate 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 Conatser Construction TX,LP the purpose and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE thisZday of,f4,tZ .2006. [1� Notary P lic in d fef the State of Texas i ,.•t, o; SYDNEY JONES Notary Public,State of Texas s. i My Commission Expires �4`� May 09,2010 r flflllt" 4 I I f _AC_ORa, CERTIFICATE OF LIABILITY INSURANCE 08/31/2006) PRODUCER ($17)457-6700 FAX (817)457-7246 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION THE SWEENEY COMPANY ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 1121 E. Loo 8Z0 South HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Loop ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P 0 Box 8720 Fort Worth, TX 76124-0720 INSURERS AFFORDING COVERAGE NAIC# INSURED Conatser Construction TX, LP INSURERA: Bituminous Casualty Corp + IX P.O.Box 15448 INSURERB: Bituminous Fire & Marine Ins Co A+ IX Fort Worth, TX 76119 INSURER Q INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD-L TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATIONLTR INSR LIMITS GENERAL LIABILITY CLP 3 231 053 08/01/2006 08/01/2007 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTEDPRFMISF�(F. $ 100,000 CLAIMS MADE [X]OCCUR MED EXP{Any one person) $ 51000 A X CONTRACTUAL, XCU PERSONAL&ADV INJURY $ 1,000,000 X INDEP CONTRACTORS GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ 2,000,000 POLICYFX PRO JECT LOC AUTOMOBILE LIABILITY CAP 3 506 658 08/01/2006 0$/01/2007 COMBINED SINGLE LIMIT X ANY AUTO (Ea accident) $ 11000,000 X ALL OWNED AUTOS BODILY INJURY $ B X SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY $ X NON-OWNFD AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN FR ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY CUP 2 576 762 08/01/2006 08/01/2007 EACH OCCURRENCE $ 5,000,000 X OCCUR CLAIMS MADE UMBRELLA AGGREGATE $ 51000,000 A $ DEDUCTIBLE $ X RETENTION $ 10,00 $ WORKERS COMPENSATION AND WC 3 231 052 08/01/2006 08/01/2007 X I WC STATU- I JOTH- MRY EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $ 1,000,000 A ANY PROPRIETOR/PARTNERIEXECUTIVE OFFICERIMEMBER EXCLUDED? ET.DISEASE-EA EMPLOYE I= $ 1,000,000 If under SPECIAL Pes,descrROVIS ONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS ANITARY SEWER AND WATER LINE REPLACEMENT TO SERVE CONTRACT 99L.L - VARIOUS LOCATIONS N THE CITY OF FT WORTH. CERT HOLDER NAMED ADLN INSURED EXCEPT ON WORKERS COMP WITH COMMERCIAL IAB BEING PRIMARY & NON-CONTRIBUTORY WITH WAIVER OF SUBROGATION ALL POLICIES AS REQUIRED BY RITTEN CONTRACT. 30 DAY CANC NOTICE AMENDED TO 10 DAY FOR NON-PAY OF PREMIUM CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL I XYJ X)MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, CITY OF FORT WORTH XXB � XXK� XXD6�GX ?fr16L4a6�kXA6LiIKIX9CXX 1000 THRQCKMORTON ST Xsl6Xi �€dC�43(aX�GX& KrX X&�(i�& l€�71XXXXXXXXX FORT WORTH, TX 76102 AUTIM bREPR S NTATIVE . 25(2001108) OACOR ORPORATION 1988 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 endorsoment(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. ACORD 25(2009/08) 1 CERTIFICATE OF INSURANCE TO: CITY OF FORT WORTH Date: NAME OF PROJECT: Water and Sanitary Sewer Replacement Contract 99LL(City Project No.00412} PROJECT NUMBER: P253-106170041283/P258-706170041283 IS TO CERTIFY THAT: Conatser Construction TX,LP ' is,at the date of this certificate,Insured by this Company with respect to the business operations hereinafter described,for the type of insurance and accordance with provisions of the standard policies used by this Company,and further hereinafter described. Exceptions to standard policy noted on reverse side hereof. TYPE OF INSURANCE Policy Effective Expires Limits of Liability Worker's Compensation Comprehensive General Bodily Injury: # Liability Insurance(Public Ea.Occurrence: $ Liability) Property Damage: Ea.Occurrence: $ Blasting Ea.Occurrence: $ Collapse of Building or structures adjacent to Ea.Occurrence: $ excavations Damage to Underground Utilities Ea.Occurrence: $ Builder's Risk Comprehensive Bodily Injury: Automobile Liability Ea.Person: $ Ea.Occurrence: $ Property Damage: Ea.Occurrence:$ Bodily Injury: Contractual Liability Ea.Occurrence: $ Property Damage: Ea.Occurrence: $ Other Locations covered: Description of operations covered: The above policies either in the body thereof or by appropriate endorsement provided that they may not be changed or canceled by the insurer in less than five(5)days after the insured has received written notice of such change/or cancellation. Where applicable local laws or regulations require more than five(5)days actual notice of change or cancellation to be t assured,the above policies contain such special requirements,either in the body thereof or by appropriate endorsement thereto attached. The City,its officers,employees and servants shall be endorsed as an additional insured on Contractor's insurance policies 1 excepting employer's liability insurance coverage under Contractor's worker's compensation insurance policy. Agency _ Insurance Co.: 1 Fort Worth Agent By Address Title i Bond No: S350799 i t PERFORMANCE BOND THE STATE OF TEXAS § KNOW ALL BY THESE PRESENTS: 1 COUNTY OF TARRANT § Employers Mutual Casualty Company and That we (1) Conatser Construction TX, LP as Principal herein, and(2)Union lnsuxance Company of 1;'r0vidence 1 a corporation organized under the laws of the State of(3) Towa , 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: Nine Hundred Eiehty-eight Thousand Seven Hundred Ninety-nine and 80/100....................................I................. Dollars($988,799.80)for the payment of which sum we bind ourselves,our heirs,executors,administrators, successors and assigns,jointly and severally,firmly by these present. AUG 2 9 2006 1 WHEREAS,Principal has entered into a certain written contract with the Obligee dated the of 2006 a copy of which is hereto attached and made a part hereof for all purposes,for the construction of- Water and Sanitary Sewer Replacement Contract 99LL Cit Project No. 00412) NOW 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 this obligation shall be void;otherwise,to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of such statute,to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have executed this instrument. SIGNED AND SEALED this day of ,2006. i 1 1 I i ATTEST: f Conatser Construction TX,LP it (Principal) Secretary PRiNCIP BY Mark Pa s Vice p��szden of (SEAL) Title:Conatsen'agement Goup, nc., GP PO Box 15448 Fort Worth.TX 76119 F 1 Witn ss as toin pal Employers Mutual Casualty Company and Union Insurance CoRrpany of Providence Surety B . Name: Glenna S. Davis j ATTEST: (Attorney-in-fact) I Address: P. 0. Box 712 Secretary _Des Moines, Iowa 50303 1 AL) Telephone Number: (515) 280-2689 Witness as to urety 1 Carolyn Maples 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 be attached to Bond by the Attorney-in-Fact. i The date of the bond shall not be prior to date of Contract. k 1 2 ] Bond No: S350799 PAYMENT BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: y COUNTY OF TARRANT § T EhVloyers Mutual tt e� f Pr Construction TX LP Principal herein, and�ua��� Company and Ins a corporation orgamz c�existing un er the laws of the State of(3) Towa , 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 Nine Hundred Ei ht -ei ht Thousand Seven Hundred Ninety-nine and 80/100.................... .....Dollars ($988,799.80) 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 1 presents: AW, ori 7n, )r WHEREAS,the Principal has entered into a certain written contract with the Obligee dated the day of 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 99LL(City Project No.00412) 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. 1 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 day of ,2006. t k 1 i l 1 L C f Conatser Constructi n T ATTEST: PRINCIPAL j BY: (Principal)Secretary Name: Mark Pappas Vice President of Conatser Management Title: Group, Inc., GP 3 (SEAL) PO Box 15448 Fort Worth,TX 76119 I Wiftie's<as to P c' al } Employers Mutual Casualty Company and IUniono nce SU ATTEST: B . i Name: Glenna S. Davis Secretary Attorney in Fact t (SEAL) Address: P. 0. Box 712 Q ._. _ Des Moines, Iowa. 50303 Witness as to urety Carolyn Maples Telephone Number: (515) 280-2689 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 be attached to Bond by the Attorney-in-Fact. The date of bond shall not be prior to date of Contract. 1 A { f i Bond No: S350799 and S350800 i MAINTENANCE BOND THE STATE OF TEXAS COUNTY OF TARRANT § KNOW ALL MEN BY THESE PRESENTS: Ernploy rs Mutual Casualt C � and That Conatser Construction TX, LP(Contractor), as principal, and Union nsurance Company,ofi r vMete corporation organized under the laws of the State of Iowa , (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 Nine Hundred Eighty-eight Thousand s Seven Hundred Ninety-nine and 80/100......................................Dollars($988,799.80) 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. i 1 This obligation is conditioned,however;that, WHEREAS,said Contractor has entered into a written Contract with the City of Fort Worth,dated the day of 2006copy of which is hereto attached and made a part hereof,the performance of the following described public improvements: Water and Sanitary Sewer Replacement Contract 99LL(City Proiect No. 004121 I the same being referred to herein and in said contract as the Work and being designated as project P253- i 606170041283/P258-706170041283and 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, 1 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 r WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term of Two(2)Years;and, i i 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 i necessary;and, 1 ' 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 j deemed an original,this day of �A.D. 2006. ATTEST: (SEAL) Conatser Construction TX,LP ontracto By: - Secretary e. Mark Pappa Title: Vice President of Conatser Management Group, Inc., GP { ATTEST: Employers Mutual Casualty Company and (SEAL) Union Insurance Capppny of Providence Surety B Secretary Name: Glenna S. Davis Title: Attonieyr—in Fart P. 0. Box 712 Des Moines, Iowa 50303 Address 1 S1 J I rill 11T CZ A ... �, AFEMC Insurance Cxmpanies No.. 0 Ill Box 712 . Des Mair as. IA 503111)3.OT�7. . 687G3 CERTIFIATE F AUTF ORITY INDIVIDUAL ATTORNEY-IN-FAIT KNOW ALL MEN BY THESE PRESENTS, that: I. Ernplayefa f luluat Casualty Cam{rany,an lawn Corpginslpn 5 Di la Fera Insufanre Company,a No lh Dakolfl Corporation 2. EMCASCO Insuranco Corniomw,nn town Corparnlian S. EMC Property&Casually company.an Iowa Corporation 3. Union Insurance.. ornpafry€xl Prvvltkrnce,an Iowa Corporntivn 7. Hamlltaft VilliT fal fnsuranoe Company,an Iowa Cofpuralion 4. rklinais��ICASC. #neuran�a Cprnitar��,�n.�gwn�pr{rru�rl ion " �rereirril rider tr.•5r .efultk as"Qornl};riy'Enid onlh�0'gly-as"t,:umli i.'a= !"arhdoes,Ix'1hmet !cSE;fllfi,r'1a;rfl,Jcortitihag and ErppOinl' CATHY VINSON,VICKIF A. FOSS. M.DELARANO,-JACK R- BARBER, GLENNA S- DAVIS, INDIVIDUALLY. FORT WORTH,TEXAS.......... nrF 1nm and Jawlul alfomey-41-I l 01ki 1,jA pmtr land atdl i;nafmroo lu Ap.tont, and axCt,ift As Lswlut bands,w%der-Amas. Brit ehher obiiqlm�ary instrunwME of a sirrlkar neltire as ft�!�'.'•, „„ IN AN AMOUNT NOT EXCEEDING.—TEN MILLION t)OLLAR .......................................... J arra tp binu uati.ii C!arnp�l}.A[Wrol at_, Iu?ly afid It):tNt leklf€nr all,it Bmli inopul bila wets slgnlS;1 Icy tM Ill 5014orized-,uflicars rel each nuch Cwnaany.artd am of the of�adld titla+xtap-pilipunnt 10 d-s Gutharlty tserefJ}giv :a hasl rail m and r1lUmed -Die:tulhurdy llersiby granled shall ill ---Aol tl. l tinlcl xnalml.reviOd AUTHORITY FOR POWER OF ATTORNEY ThIc-power•ul•Aftrr �9.made rind extWuts pi+fBu lnt.la tnd Icy ine sejtlrotlty,fil the follotar" reanlutlan rrl-the Boards nt [.lre.plons of each of the Cnmpank!s at a ' reguM�lyr stlfieduled'rlting�!�� rrpanytluiy Ilod#is�dftr.'Ifl iti i,y9s;l; .:. RESUVEG;Tito Pre8idw ima Clil aeol iHitcgr,arty Ylce Paeskdeq,the TfAasure.i ead lho Sec4il pr Err..iVk era Mul�al G2euatty C+ampRny I haus pawor And auilrflly to (t) aWpa t.0Ill rr+eys rn-fa. -astQ:�r�khlari�e tl€om'it) exeruli3 an behall of earfa,�anspar� ar►rS tiEtar» IhB a0l 0 tfre'Ca+ "T%y tf i l.�, k Mds ai-od uindeft*n9s,fac+s l,*Los.vinkrras af�1rtd ihl[y s ids flhof'wrl'a6ullgat ryin the nafufe 146ir of,srrsl.� )la reml .ntrrxrroy m rns nul soy tJr[re'and+�wke the poww and authodly grMin to trim or Dior.Aiidrn0t,]n-fack sNIN heua pov 0a d Al sub W to ka turrlaPd Mniflsl Iha power-Gfrwi.1 4v imil I*lhean, toll and dluqMer on b'ehall 4f.lho Cvrrupany�;and to Ono the seal of Zhu Carnpany thtiretff;bonds and urrdertt klog, recogwarr•=.ts, cnnlracts U indarnn�y and pthar,wsli'ooNpaiory.Irt thN r%fiA 1hr�rgo nqd V+ narit exilli l bw mly. `a#iome iii incl Rill-ih-f1AI ani kn.Njl raepml Nil upon 1f a Company, cl�rlerica'oa4'as rp Ef€e ili[n4y 1 nny r .-._ �ttotfroy al 0000 Ii i ►�raeh made by am oflarr r of F_rsp I f+klalu l f;a uaJty ttr any.sh$ll fudfy ens IN all reslreels WmRt upp ll C^My. Tfte laecimai= 'i!R0%nkT4y r+praduL*d,signei e W Rill rrffitni, W4 4:l made h iofbro'tar Mioaf er, w0ravef al upon a c of ilied cam a:arty pewee-of•t€tfurnoy of the '.cirrperry,slhgll bw velld lw�d ofr!ding ill TM CrimMnY 0h!ha sa€r!e%rcEi mid affect as!hough rnrtnualry afted, IN WITN&-S$WtfERC-I l:,liho C p l s llawt3 ranssd HT,Be UTSMl w!re sIgnid for each by!heft affieers pis oirwn Rrid lhla Cv Saah;10 N 4r&,deed this 141#1 dAy 0' -jul - M }IfJ} Spals ' y1,,•fir'+-+ L ,4,5,iii�iii„+'.+ � *':ik,,.iii,i' '++r .� �W44� Italleyti � I J ifrty J.Filydalay .• ,Hrs{ 4• �{Crit' } y t [1k'f+'Orr 1314+E' r .5 A t., el rY ����.,:, r'* i+y�y �r� I 'IF;I'.I�-i;l J�SslSlanl�F'CC $ y . `'si FYT U,}}S r• :_j•r.54 F�1n ?•, � -�.5-.�}y}hll. r+ of Cornpw31tly 1'VillG nTw aW- o } { SEAL 00lriis;�.4tha any al JVF1q 006 aolil mea Nplafy Public in sne,jor the Stale of Iowa. r;DnJy'eA€mafad BlG Ke[My and de1frey Eq, 9irttslaiy,woo-;LrAusny by ma duly PWbrn-old�9y IFf�i lhehr arta,afid are known to fn, to he-1he Ckl.;�frrtaii, Presiderri, vrc4.%Ct�airrnan and GHQ �nd4f A�i�airrt Sevatary. m5p3a"y, of • -_ �k I- SLAL _ 4t oacht of Tfia CionViir le6 abpMff; ffial. 16, eSwe effik!d to tNs Irtstrumcd are Lige Beak of said ,• ''. . ' f coWraliwil Ikea!said Inalrul l was zol@ and$ea.�ed on bed of each Of M. Campances by aull Of I1oV repp. wa'$oad£ W-I.Ir rs; aihd that IhQ-1; i 6fuce G. Kelley arta •�F.rr+r,+ I.i i k -' J$ff nay S -Briislsy,as aurh-oft rare, ackno'wlMn'Tho Emecul n' a#wId in0ruirl to be tho Wormy end tWod of ash(A this Gun1 ias. futy tir}msnlsti�iufr upires N! I �"' �•r PAT RICIA�i. INf�IC}liT • 'e l Cnmmkein t#umiier At ;r rAy co ra Esp y, cyt ry f'Vb11G ul an;l fLrr Uri €rrie of tnw-a ' ' CERTIFICATE I.shy-a L'Ftixer1auli,Vl-- PFep4erdd!hr<Gorrparri2l�f, cadiry that Ilio lumgDIriQ ruS6l41316n'vf thio' Boards of Di rle tors by.it of tlra Q)nrp s, antl' rs Puuver 0Ai �:r i6me r .I -s l lOrr June 14r 2006 _ oh hall of alk 1 nsorl.WilAk- Hass, hut- f�elabano, ,tach R. Barber, henna S. []avis :< x art trop and r_xsrftw and are s;iw irs IUN lrfor ani efleo Jn T�stim6rtOl Neva sl he f►ry fr'dfr y:-j trff+xtztl ihb Jksimike xvaJ vt irach!U?6r.riny 615 u-1 uI _ -----— x - —� - lfica=PraertLetrlk r. . Pit . . s - • . . . . : � .:• 1 'F IMPORTANT NOTICE TO OBTAIN INFORMATION OR MAKE A COMPLAINT: You may contact Employers Mutual Casualty Company, Union Insurance of F Providence, and/or EMCASCO Insurance Company for information or to make a complaint at: S i Employers IUlutual Casualty Company Attn: Surety Claims P.O. Box 712 Des Moines, IA 50303 (515) 280-2689 (515) 280-• 994 Fax i You may contact the Texas Department of Insurance to obtain information on companies, coverages,, rights or complaints at; s Texas Department of Insurance P.O. Box 149104 Austin, TX 78714-9104 i k (800) 252-3439 i r ATTACH THIS NOTICE TO YOUR BOND. This notice is for information only and does not (become a part or a condition of the attached document and is given to comply with Section 2253-048, Government Code, and Section 53.202, Property Code, effective September 1, 2001, i 7209 i i1 1 7 PART G-CONTRACT THE STATE OF TEXAS § 5 COUNTY OF TARRANT § f THIS CONTRACT, made and entered into the day of , 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 Conatser Construction TX, LPthe City of Fort Worth County of TARRANT and State of TEXAS, Party of the Second Part,hereinafter termed"CONTRACTOR". 3 i WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the Party 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: Water and Sanitary Sewer Replacement Contract 99LL(City Project No.00412) s And all extra work connected therewith, under the terms as stated in the Contract Documents, and at his(their) own i 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 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. 1 1 l E E a I F The Contractor hereby agrees to commence work within ten (10)days after the date written notice to do so j shall have been given to him, and to substantially complete same within the time stated in the proposal. a 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. IN WITNESS WHEREOF,the Parties to these presents have executed this Contract in 8 counterparts in the year and say first above written. City of Fort Worth,Texas Owner ATTEST: ' Party of the F' s BY: Mar'A.. tt,Assistant City Manager City Secretar 1 r- 1 _ (Seal) Cor:tr ct thorization WITNESSES: Late Conatser Construction TX,LP f s PO Box 15448 Fort Worth,TX 76119 y Contractor By. e: �a/iC aer;Jcrc�, !cr- r�, Pn2" APPROVED: A roved as to FTrm.an Legality: A.Douglas Rademaker,P.E. Director Asst. Ci Atto ey Department of Engineering f t f -16- SEWER AND WATER DETAILS k 4 s � p K �- �\ L L 4 V) Cl- rL N C is cn 7 -0tn r- F- flk 1 _ O o < w { G7 r p c F-- f--.. L F-n l ■ ru +_ tea? `n L 4-1f- -- TQ d Q Q C v] tp } , — t 0k-J d c o c v a of tn Q U��tO z3[ O a ,a ED Ln 44,! u7 t. U�£ 7U }�}LQ}.�G -_ca- �FC`>.—an�^s' �•.m-�.- •ccrot am amh- zYm vaUu 4-J0 L a•Cc i o 4-J 1-- f!-- ° o w a, o " mrn ovLli —i *- �.� �..... <C tn -U 0 u_ m N w m e i c di I � W L U �- L II! 4d p .17 L I6 41 fu c u w in ro a TZ (�,� 4J N I— j ..r'r fi�iy I Ill 41 it LijQ Ct -Q cu Ia C W r'o ID '0i-.t L Q) m t...� LL % 9a uj LLJ f ob- ao k - 1� f - E`�i•�i.- t 1 Y. �.�.q� vn4*vk."`0..4v}"`s�r����:- .i._..:�.{1:`..-..-:,-4�':::�v;iy�?....-_','c�:Y�_;� �'crµY:�;•� . - _R��..`^ :.. :;;S;i".�i :.:7 r.h-C --�.f-t- �"tn.-.rro-L_i": _ -....:a-s.. �::� ..:`.-.•y-..�v...:7r "-�-�.-. .. ���.'h�C�.. ._1.\:.:T' ._....._•. .•..:.._�liZ�_:.... _..-........-.�...�....... _..{i,�v...-. - 1Surface Material - •4a ;.� r . • .'�-- •' f•:l L'''1i.///1.i •✓•'��•.d,•'•_�• '�'•L/sj•, U' -��•'L7`� /]� J. -,s rt-D °;CYC ' .�.'_'aj f`s' •`';6�d+r E iS;L/?. _ OcO o o'' a �. �: 1 Roadway Base � - I I If Valve Operating -Nut is More Than 3' Below Pave- J j meet Surface -• provide r- EExtension Stem To 1 ' Below _1 E McKinley iron and Steel CO. , Pavement Surface: i No. YB$ three piece valve box or equal . I - Detail Pertains to All Cate Valve Cate Valve Sizes 4" Thru 12" - - Torque bolts prior to backfill . V LIP li Ma i n_! TYPICA L GATE VALVE -AND BOX, ETS ION STEM DET L }� FIGURE E l-[OMaterlal 1-1. 78 E 2-10 Construction —•�•---rrt�,r -- r77t7ril�..�:. :R.AS^en•�--'-, i .y.;t es✓S7t'Tu�.9P rrf'.,: •1 --a-. Have Gate ya l ve t ' ` Existing or Propos Curb Bottom Rest Concrete Blocking a r Concrete Blocking L _ _j Fire Hydrant Main . _� Exercise care to avoid a '• Plugging Drain Hole With Concrete Existing or Proposed Curb Fir: Hyera-it to Pavement or Other Surface be Set Plumb Trench 121-611 Base Parkway . -. Extension Barrer and sL^ . Stem for Extra Bury Depth if Necessary Gate Valve Minimum C.F. Gravel 6" Fire Hydrant Proportionally Anchoring Coup- Lead Around Base ling for Connec- 'dr9 i tion off of Cart- main ' crete Pip* '"O, � - D i amete r and Larger .Q <,•y; Concrete Blocking - Concrete Rest: 12" x 1211x6" Bury Depth: (T) 3`-6" for Cast Iron Pipe Varies (2) -.'-(1" for A-C Pipe Ref. Figure 6 STAND - An RAN", A - i, E1-12 Mai E2-12 Const F ... ,. .... .i �ai,- 3c 3 t- -�.^g'�?>1.;;1�' a..-s"}=::Y".�;,r:.u...r- a- 5:�,.:'� ux � ni-:w..r.:.:�Z::�R t-., nyx—. - •rs.-...- r:r., T •p,,--. _,•r� :-Yfi.'ti ,ter,* w.4f.=dRT"'r�j'�- .'=T.6;^iFd4=T.,"-' 4. 1:'sf5�^To.T'; �r�-tom .9�;a.:dS21'KFa:+Yr+:��'+A'i.'. 7+:`� - M7Ff-Y' x�-M ;-.•+Ip;-�.-. P.S. F. soil bearing value. A. N `Plug Tee 1500# Concrete �0 as .:c ar.7;;.= �••`y� tip. ..�'�,��`;• r, nd i IIE1# 1500,x` Concrete i HORIZONTAL B L ,%p 1.NUIS TA B L. *Dimension ` V May Vary 1f Necessary To Provide Bearing Against Undisturbed Trench Wall pipe x-= 1 I - 151 220 3Q' 45° 906 Tee & Plug g Sure Dim.. +n- n• ax• Mina Max. Min. Max. Min. Max Ft. cl,gli rl Ir a I�C11 Area U 1 . tr il . Area vol . �� �� r a 1 411 1 .qQ .8 ,05 *9S .90 .05 .95 .9Q .05 .91 .82 ,Q5 1 . 16 .5 .05 611 - 1 .5 1 .go .8 .05 o .05 1 .05 1 . 10 .05: 1 .Z3 1 .9q .05 3 . 19 1 .4l .05 811 1 .5 .90 .8 .05 -95 . 0 .05 1 .41 2.00 .05 1 .86 3.47 . 1 1 .57 2.4 . 1 10f1 1 .5 .qO .8 -.05 1 .26 1 .60 .05 1 .79 3.20 . 1 2. 18 5.b2 .2 } .99 3.9 . 15 1211 1 . 1 . 10 1 .2 ,0 , 1 .48 2. 0 . 1 2. 14 4.5D .2 2.83 5.00 .3 2.38 5.65 .2 1611 -2 1 .41 2.Q . 1 2.00 4.00 . 1 2-83. 8.00 .4 'I-[-. 10 .6 3. 16 10.0 .5 2011 2 1 . 3. 10 .2 2.54 6.20 .3 3.52 12.40. .-6 4. Q .oD 1. 151 .9415-55 --75 2411 2 2. 14 4.5o .25 3.0D .00 .5 4.25 8.10 5 5.65 32,0D 1.85k4Z . 60 1. 05 3011 2.5 2.66 7.10 .55 .3.78 .20 1 .0 5.30 2$.20 1 ,75 7.05 4 ,.80 3.4 5,332. } 61' 2.5 - 10.00 . 4, 0 za4Q 1 :4 6. b a80 2,6 8.50 7 z.DQ 5. 1 1 .00 2.95. 4211 2 11.2 .2 69.Oo 75 48t` 3 4. 8 i8-. 3 0 1.6 6.00 OD 2.9 8.48 ZOO 5.4 1 1 1 . }4 126. 10.4 0 50.0 316.15 .00 .5 .o0 6.70 4500 7.oo q.4o 88. 0 10.0D 13.007 1620 l 6.Od 10.7 115 Do 12.00 NOTES: Minimum areas shown are in square feet. Volumes shown are: in cubic. yards. Vertical dimensions of- all block bearing areas shall be identical to the horizontal dimension shown. T1% R r, - . ==} L ;..: � 1-•i-78 ® I -1 - 20 Material ! E E-2--20 construction 1.,-, :.. .. v t -_; serYp'L'r, 'xsx+s=_ - _ ;rnsV: xn`mvr.,RiF ',i,= S7. tum - �i -„x:arzhs z,ut . NOTE: Trench width: I . Pipe 24'' i .d. and. smaller = 24" or 4` o;d. + l2" whichever is greaten. Z. Pipe largor than 24+, = o.d. of pipe arta, f x"`.`+­5'iy 3. Cradle shall extend a min. of, b" bEyond` each side of pipe. 160# Concreeib! � Bell Bell Bend +:.�• i.r�i.�.4��",S.,ti,.f;� 4i:'; S.�• d:�?':.cy � ' }' � r I T 5q©il r f RUBBER GASKET JOINT Tye: ' M.J. " E'1.J. bend ,``rlY.:vy L+• 6"' ' m Main '' .•^�p f�jC yR .s dqQ" -x=1f ,, `ra• 'k � rf•� �� f3' 'I ----- 1500# Concrete 7//�Ir -y'�],. 3 4t• i ��"•� _ .nom... Typ MECHANICAL JOINT Main Bell-Bell Bend •.C?n fit'y ,r��ti;, rwex 'L:y ice;;` .+',�'"�� }.. ry.•.l2sti........ j +fir: :.att:.?+s,. `.sf�.t, r'f�:.•-Hµ�•,tir�•�{v�''%.:`•`' - 1.500N Concrete Typ_ Keep a min. of 1-1--014- BELL AND SPIGOT JOINT Note: When cradle is clearance between shown or specified conc. and -joints .or' 'for installation Fbolts on C..1 . Pipe. on concrete pipe. r in excess of 11-0" the full joint as detailed. CRAlength of the pi lie r L' or fitting shall be cradled. I - � � - �1-1-�$ 1= 1-20 ,Materials E 2-20 Constructfon W F! I - 8xisting surfzce Sackcfill as specified �I 6" miry. dimension. 6" max, for pay purposes when hid per cubic yard. . 2 '61' min. dimension. Max. for pay purposes .shall F be 6" on main 241, and smaller, A[, on mains 30" and larger, when bid per cubic yard. 03 . 4--l- min. d mens- ion. 41F max. for pay purposes when bid per cubic yard. Class "E" 1500## concrete. Concrete encasement shall stop 1 ' either side of joint,, and when- '' encas6ng concrete pressure pipe, ful-1 lengths of _pipe shall be encased, -joints excluded. �ti kCR"' ETE ENCASENIENT DETAIL = E 1-7 Material -ti E 2m7 Construct ion + ���':C M�4:°.TF`.'.sis5:::4.�r:� �'S.:z•.'Y.;._ zs��.a- y4 :i•.wi`:+'i ry't:S'r....`H:.� _ _ _ _ — 4•.`�:L•: t-:iia. ♦�:. " qry-. �,- i`tj:�`�l..i'e t fi:.- tia4� a.lT:':y.^-: tis .>Y':' :.y-.. -,c`Y-.. :�?,�,i,u :t",' M1. :-.aa'--=' ,-..�..y "�`'.•: .L�;�w�. �., �ri Wit:.-n-,.;�.:rM , " !"D:rsw 7-.,.4x�+�:^*.:'�i�4C:ti'���4.�'��2aw"�( h�`:�h;:'�':�':F'>� :�C. �'�a'wr,�•�E:tt�`.?��d,3'�'s?�"I�;?:�.n: ...�s .,...-._ r;_'- 3/4" Sampling Tap ! � zua�e wive 2" Short Nipple I 2" Tee' Z After Sterilization Remove Piping o , and Install Plug Backf i l l - - 211 Coup] i ng to be plugged w/2" C. 1. Plug after sampling NOTE: chlorination blowoff 41' and Larger Water Line :: and sample point for :�• deadend water piping. Contractor is to kt ":< <} :„' . 'S• - furnish ai 1 labor- and materials. Material Embedment--;7r will. be removed and _ .. Plug after Sampling retained by the Con- tractor after satis- factory ;samples have - been obtained. it—Backf i I I 1,� - •�.•` L' •♦�'• y. + •i. .' elriw.-�Y•�1 '_r`~ _ mer C/' ' t << :4• a r, "t; oncrete B locki --� ;•• �.a'. Per Fig. 9. 3Re- and Sria T'l-er Water- t7he � i j f 7 J r• ••kl �� .r � � r♦ � ��” yr •i .1, 't" -� ••fir � :�- Embedment STANDIftARD DETAIL . I PLUG LIIOrr AND ,SAM _Lai POINT FR - _ i ` 1-1-78 E 2-24 Construction Spec. NOTES: . 0611 biind flange tapped 2" with 2" brass plug. Q 125# pattern blind flange dr 11 ted and tapped for 6" blind flange. 6"-bl ind flange attached `' with bronze bolts. Gaskets shall be full faced f as otherwise required in E 2-4. Q Lift-i ng lugs shall be .provided in quantities 4 f sufficient to loft and handle the. flange as a balanced load'. T Attach the 125# pattern blind flange with steel 3 bolts and bronze nuts then cover with cement grout after installation. F 125# pattern flange,' unless required otherwise. l Flanges and blind flanges to be designed to withstand pressure rating of pipe. f Wye branch to be one size larger than, but tapered to standard run normal diameter unless j . otherwise specified. Standard run diameter. r 5 i 450. F . h ' 4 T - LE- I F3Lf E7 DETAIL i' Material Spacificatio,). E 1-4 Construction Specificatio•- E 2-4 i{m I 6E2.8y` l ml a j$ C)ei1'4,,ih1'L ,x{�S'i ADD. L V X11 I i v. � .9'C.' - •xq+cx.��„��.ya,x f , _2.cw.,.y h l When a fire hydrant is located at end of Mains 6" and 8" in diameter, wye may be omitted f Contractor -will make a reasonable effort to prevent back-flow of purged water (See E2--24) r _ EXTEND PIPE RISER ABOVE GROUND LEVEL I iTol l y-P 1 gh' CAP 'A•FTER DITCH HAS SEEN DEWATERED- C - r <11 . 11nttall MJ Wye at terminal end of main 2. Closure on.A-C pipe will require "Ring--Tight" _ i to plain end adapter in addition to MJ Wye 3. SI ock Wye S.tre i ght run end pl erg . 4. After cleaning with "Polly-�Pig" install branch end plug-. i LL AN pn %.,R 1`1401"14 -- Lut"OPED SYSTEM F " AND ANDER sF„ w FU El-7 Material EZ-7 Construction �'�"^'-; "rx� �,?'J-aJ �*7!rt'. l�;t:,`-`i�����1;;"-: r�;=�::k`�;'?`'LK;�;�"l.ng;-4TrnYti�::A:H���">��,�`;�ti�;;.��'F;; �1'•sti�`��ir`. . 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' 3-���- �:i-�1� �..}= � n •� f- R AC-G #-y l� , SEG i � i� 5s _FCJ•'. E_f�t E :. Y'r ;1 iY1G'i. C��EJ ' keS'_ _ `k •' '� �f: BA,'! 'SC of wat6r meter bbxesy.06 ; ;. A grid- ? ;'•. ^ ,�s: _ y . 4, •r°';i+d.!— '�.:�,�;'•. '�� ":�, .,;tt F'oml�ai} .,�z ':.. �I� � with t� O1, vaQ fir' c .'S :ltrldti far -use° •with In ' id d ' or.' :use" -with �:: 2.b ... r ,*_ Jf,i k4�4 A` ..,. .. .•_ ..:.�. f.i�d' � 11 GC�JIJ �;3� saS•=' x•�}FaUI � :=: ,. :fil .1cR" tClf' ( Gpy; ��� 1�r�}{ •`;,.' .G�3VE�1' rsLi��`�r.���.. •� _• ,. � $$l.����.`.i�t�$` •'.5�� �G 5t2&5•o`f•�a p Vii.. � � - _.....:.:•'` :'-2 ,"�Se':r,�.:r t}i•'" � �-: � � �..�.•• t i u7 a" A ". E SEW_ z�-:;;' ! tl1`� ftp _ iifFa1hlckhes o _500' e'� �. ��� :. �c#: '�v�±i��"� ��� t� ti�a�. '.k . ,.: 4 _ tq, withstand end i !!-=;vsrif(as rninimum=48 Ong . :.: and corn : : -b. firo i! 0t.. a:':f e ullit- 1 be i •i i[UIY.wd safely:P�++.ft ] n.}'4�,%,�.-.'..S,�. •1. - f Th�e:.meter:box=li s r = }���;�r��':�:�cc��tog;., �11���i.A�B-�,.���ss . .F's t . a :•wthsd.¢ f ' rf ..•' �! ;u�rt{ f;- �,, J. � n��T .��•c3�� d Ah-5: .wmb _ emuls lt=� both; �-nd•cleanad,With h,'.-defects.and WtOMoits'. Fc�t� �. _ its� uF; fr :is ! Qiitet� }: c .r yy�+{} Vie►* ii ` - _ iYe:� rtftis 1 �rrrie':ar- gaj ent wiry : ` - Y amu, �p.Tl�:.i=-:':t L'n'JIEt"p'.'.�ii�.s.[::5k7�1�u:N.��--:.��..- - -. -=-�'ir�r,�5=.�.�-'..."'�Q `�'x��•Y--r,-:.�`FF�f7�!+,r���:�ir�z��'�'';rT'.^�'Cf-K: .. -..... ac-., -; I102. k. �.J-- .]1We.''.. ::.�` .�G .�.• �'Iir � _ ,''Tt4� :k v� L "i„ menti 7.7 S!'_; _ 1.0 67. tE Snow 50 j. f �: � :y�;,�:,a,iR_ Oyu'."��'•• .- - i :.;{•tl- €€ . '� (r vW:j.-' x?:'e'•itfy�yNrY�7a •. .,: . �ETY pF u:. alp. , ri'.`• "35:'x:•"::+,r : WAS" WN - 't:, .•'"�<.,.r: s"Fr'��'"-�Rr rl+f:.'+ .�':ci Fps.• � 'i I:HiWOM.fllCl ?t.fi; oil .01 • `S Yitfi•'w: _1 zanily, Rk • ::••ai iii:V ,.�.��f--. - - r - . . . -'�.. `2-a•. fid.f'+K::{3�y .Lb'CS:, '•k:.:% . t'0 39vd HDA WONd MM MJ BkPSZEE 60:TT €006/10'/ o u 6" or 3l4 P.oadway Standard '" '' , U ��+, .�r .Airi Curb E Gutter � - > z CU cy r W 4� Ln �- m !� �I m - -L- (UL tai a cn m ra "�' ' Roadway J ` l I-: 3=' Min. Watertight Plug CL rConcSe ry i s i r:e, M i n. 2 rad t lay If C. I . Mi ' . Grade l% TYPICAL SECTI a.ld Note;. Embedment and backf i I I s as rbquired for adjacent . sewer main shall be included ru _ in the price bid per sewer . service complete in place. m L o Standard Carr , +� Gunter Secti n � L I Service Line � c 1 � cn tSewer service line lacati c V❑ tie narked with red tape at least 3' Wide �n 4 ;TOTE: 10 mil thick attachad tc i Tees Wi 1 l Be Used _On,,.Ala Service the end of the service ani Lines Constructed At Same Time As Extending thro[�g-h the- ba.ck fill at the point oC he,-,se Fub1_i c Sewer. � N f service ca�nectwon 13e ; ..;- i- the p:cposed curb. , III - 1 LINE DE TA I Lz rE 1 1 ?-1 EI -, ra_erial f l MIN 6" SANITARY S—FWFR CLEANOUT CASING (CAST IRON OR PVC) j RUBBER SLE E4iE COUPLING CO"PACTED AS SPECIFIED OR INUNDATED SAND 6' STACK 45' BEND f A TRA °. 6XS" WYE j f a� a PLUG ' I 1 w 4- fl llfll loll elf f Ilfl lllfl , WEERlll� (!�f fI fI 11111 11 11111���ill���� r crass EMaED�lErrr j �_-- '3' CO✓11CP.=r� 6" MIDI NOTE: TYPICAL A. WHEN.MAKING CONNECTION TO SANITARY SEWER MAINS, USE A WYE CONNE-C770N. 7'-IE CLEANOUT STACK INST,LL� SHALL BE OF THE SAME PIPE-MATEP.IA.L AS THE MAIN UNLESS T-IE EXIS77NG MAIN IS CONCRETE. NO CONCP,L"ic CLEANOUT, SrACCS -SHALL BE INSTALLED. =_ THc SANITARY SEWER MAINLI.1IE CLEANOUT S=1ALL BE CC Tr.UC1�D IN S ' f4 MANNcr? AS TO CLEAR EXI577NG U77U71 S AND PP,OPOSED FACILITIES SUCH AS 5TOR.Ld SEWSR MAINS, PA HNG, SIDE kVALKS, RETAINING WALLS. ETC G. TFIE CLEANOUT STACK AND C, STING VA Y BE PLACED 1N 7-rd= PARKWA Y AND IN °lENICLF" TPAF- ,W AREAS NECESSARY, 1. FOP -0dlMEf2ICAL IdA,',V1/-A/} CLEAHOUTS, USE CAST IFON CLEANOUT CAS�lig OAILY r- REPLACE ALL SEWER S=R-WCES TO THE PROPERTY LIN Ir�I sJE IICL !.?A;F1C .°.Y_.^,j, S,011T 4PY SEWER CLE-ANOUF SHALL C- IUNf - "- ..._...__. ----- FRAME AND COVER CONCRETE COLLAR WHERE COMPLETE WITH r REOUIRED,SEE PLAN SHEET WATERTIGHT MANHOLE INSERT `- AND DETAIL SHEET D2 _ 3 2 ROWS BITUMASTIC JOINT SEALANT 1 BETWEEN ALL ADJUSTMENT JOINTS ❑ ❑ 0 � �• nn ❑ o 24• PRECAST ADJUSTING RINGS MIN. PRECAST CONCRETE CONCENTRIC W CORBEL SECTION ED a c0 ZD OUTSIDE TO BE WATERPROOFED � U `i N WITH TWO COATS OF ASPHALT .I x r EMULSION (SANITARY MANHOLES. ONLY) ar PRECAST CONCRETE MANHOLE I <ut WALL. SECTIONS IN ACCORDANCE a: WITHASTM C478 48'DIA.FOR SEWER PIPE THROUGH 21'DIA. J AND 60'-01A.FOR 03 SEWERS THROUGH 36' DIA_UNLESS y OTHERWISE NOTEB ON PLANS. FLEXIBLE ! _PIPE GASKET CAST INTO. z STRUCTURE AT ALL PIPE 6. PENETRATIONS I �zDp i r P 1 INTEGRAL MANHOLE CRUSHED LIMESTONE PIPE BEDDING- BASE OR PRECAST (4'MINIMUM BELOW BELL) 4 CONC,SLAB (6'MIN. S'GRANULAR CUSHION THICKNESS)PER ASTM SECTIONAL ELEVATION SI PRECAST I '�."'� -!r�;,:r-„',y,�., :�.”' .�r,S�.7��;��,M^'4rr*zS-'�xwrTs�s. ��-�`-'-�'+ay6''r=�:�-��"�z--rY+it.. - •- .. �,. � . . . - .... .:'}_-.. ...R,.-, } CONCRETE COLLAR WHERE CAST IRON MANHOLE FRAME � " r REQUIRED, SEE PLAN.SHEET AND COVER COMPLETE WITH AND DETAIL. SHEET 02 WATERTIGHT MANHOLE INSERT r o o ❑ � - I x N d 29'MIN \-2 ROWS BITUMASTIC JOINT SEALANT I - _CAST IN PLACE MONOLITIC - CONCRETE MANHOLE WALL m ,m AS SPECIFIED X LJ OUTSIDE TO BE - ¢ WATERPROOFED M7 WITH TWO COATS F- OF ASPHALT Lu E=MULSION � w 48'DIA.FOR SLWER PIPE THROUGH 21'DIA.AND 60".PIA_ Ju COST IN PLACE i FOR SEWERS. THROUGH 36'EIIA.m MONOLITIC CONRETE UNLESS OTHERWISE NOTED MANHOLE WALL AS ON PLANS. ¢ BENCH MIN. SLOPE SPECIFIED + OF I"PER FOOT - y • f 3' MAX FLEXIBLE PIPE z GASKET � 'TROUGH CONCRETE EMBEDMENT TO' FIRST PIPE JOINT (SEE ( CAST IN PLACE MANHOLE �. BACE SECTION DETAIL) c • f CAST-IN-PLACE (CLASS F G'GRAN(1LAR CUSHION 4000 PSI CONRETE)MANHOLE I BASE (SEE DETAIL) f SECTIONAL ELEVATION I f, STANDARD CAST IN -PLACE MANHOLE f SMOOTH TRANSITION -FLEXIBLE WALL CONNECTION REQUIRED BETWEEN (TYP.AT PIPE ENTRY TO MH) PIPE AND CHANNEL SLOPE TO DRAIN PIPES ENTERING AT ANGLES SHALL BE PROVIDED WITH A 'U'CHANNEL 3/a0F PIPES INSIDE DIAMETER 1 SLOPE TO DRAIN —LINES STRAIGHT THROUGH MANHOLE SHALL BE PROVIDED WITH A 'U' CHANNEL ONE HALF OF PIPE INSIDE PLM lvmw DIAMETER i' r 2"MIN.IF PRECAST.RISER4' MIN._ 4 SECTIONS ARE USED . 8'CAST IN PLACE 3'SAND CUSHION MIN. CRUSHED (CONC.CLASS F- 4000 PSI) LIMESTONE MANHOLE BASE WITH WIRE CONCRETE ENCASEMENT BEDDING I MLSH REINFORCEMENT OF USED ONLY WHERE FLEX MINIMUM 0,5 SCAN.PER WALL CONNECTION IS NOT FOOT IN BOTH DIRECTIONS PROVIDED i THE MINIMUM DISTANCE BETWEEN THE INVERT OF THE DOWNSTREAM PIPE AND THE TOP OF THE MANHOLE BASE SHALL BE THREE 13)INCHES NDTE5; - i I. PIPE SHALL BE EMBEDDED IN CONCRETE TO WITHIN 6' OF THE FIRST JOINT FOR RCP AND DIP UNLESS A FLEXIBLE WALL CONNECTION 1S USED.IF A FLEXIBLE WALL CONNECTION IS USED, CRUSHED LIMESTONE EMBEDMENT MAY BE USED. 2.IF FLEXIBLE OR SEMI-FLEXIBLE PIPE IS USED FLEXIBLE WALL CONNECTOR MUST BE USED_ 3. FLEXIBLE WALL CONNECTORS S71ALL BE PRESS WEDGE, A-LOCK,PRESS SEAL (PSX GASKET)OR APPROVED EQUAL. BASE SECTMN CAST IN PL.ACE MANHOLE 1 - i INVERT CHANNEL CONC. - FLEXIBLE BOOTS MEETING ASTMC928 CLAMP ON TYPE FLEXIBLE 600T (CAST IN BOOT S14OWN PRESSED MEETING ASTM IN BOOT ALSO PERMITTED) 0923 A-LOCK TYPE CLAMP SECURLY IN ACCORDANCE WITH BOOT Mf R'S O n _ INSTRUCTIONS r 1 INSTALL PIPE IN t ACCORDANCE WITH BOOT MFR'S INST_ f WHEN PLACING FIELD-POURED INVERT CHANNELS, PACK ANNULAR SPACES WITH EXTRUDIBLE PREFORMED PLASTIC GASKET MATERIAL TO PREVENT INVERT CONCRETE FROM ENTERING SPACE BETWEEN PIPE AND FLEXIBLE BOOT SANITARY MH PPE CONNECTION- DETAIL k - y - C _ i - . I TABLE 2 INSIDE MAXIMUM TRENCH WIDTH PIPE AT TOP OF CONDUIT 01AMETER 6' 3'-2- 8. 3'-2' l 10, 3'-2' 12' 3'-4- r 15' 3'-6' 21' 4-4' - f 24' 4'-8' 27' 4'-11" 30' 5'-3- 33" 36' 6'-4" 42' 4 1 y@ �� TRENCH WIDTH TABLE 2 h it if O W I U N Q 0 C-1 7i O O Q W Z 0D UU7 � C4 ZU' ¢gyp r W m 0 W Ld Q �O z 4c m z�oF Ul ��La LLJ z� JQ o az Vf �—W J W fy z � 4 O Q 4Lr Yz Z L Z=UU x W �� LLJ a aN Q �Z � z a LLI - m. � ¢ ¢ caro H Q i U � p W�[ z L. W Q Xv a ZLd �U < � r� \\� \��\\jam Q F � w ••W•' -y� ' U. \l Z w x z z z Ir, .b_.• _ No i ! 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LL_ MINIMUM fi" _ _ `= - I I: 2: EMBEDhAENT I I-.: ,.- :�:. ..=. :.'- � 1 l� < I=1 f=IT=1 f f=TI=fI—I I l: z • -III-1�I--1!1=1 I f=1[I---I 11= WATER: SIZES UP TO AND INCLUDING 12" � N_ U r _ � TYPE "C" SACKFILL SEE SPEC. E1--2.4 MINIMUM INITIAL BACKFILL COVER: — I I= G.C.D. � WATER - 6" SEkR 1-2" . �`� h`' `= CRUSHED STONE OR SAND { STORM DR AIN — 12" MATERIAL INITIAL BACKFILL =111 0 44 11= SEE SPEC. E1`-2.4{b) OR w °ad E1---2.3 G.C.D_ � 1I--- a��� o 4 o'o oo ooa MINfMUM L] 5" — a ' EMBEDitAAENT III CRUSHED STONE 1—� I-I I—III—I 11- III III: , SEE SPEC. E1-2.3 WATER: SIZES 16" AND LARGER SEWER: ALL SIZES STORM DRAIN: ALL SIZES I-- � W MATERIAL SPECIFICATIONS J i < 4 SAND GRADATION w OLESS THAN 10% PASSING a I X200 SIEVE THE EMBEDMENT AND SAC KFILL DETAILS PROVIDED ON THIS � $P.I. T 10 OR LESS SHEET SHALL I?EPL.AC E APPROPRIATE PROVISIONS OF BOTH —i THE E1-2.4{b) AND El-2.3 OF THE G.C.D. AND STD. SPEC, p ITEM 402 OF THE TPW STANDARD SPECIFICATIQNS FOR STREET & STORM DRAIN CONSTRUCTION. ALL OTHER CRUSHED STONE GRADATION PROVISIONS OF THESE ITEMS SHALL APPLY Z C3 SIEVE SIZE 3n RETAINED U 1. 0-10 1/2b . 40-75 WATER, SEWER & STORM DRAIN Q /8 55- ° w EMBEDMENT AND BACKFILL DETAILS I #4 90-100 #8 95-100 CITY OF 'FORT WORTH-CONSTRUCT-TON-STANDARD c 1 FIGURE A DATE:2-19-02 E_ I s 4 i Q5 QJ I L i Y SEWER r� TEE CONNECTION EXISTING ' SERVICE LINE FLEXIBLE j 12,MINIMUM --- - �- --- COUPLING l (CONCRETE ENCASEMENT) 4 STAINLESS STEEL BANDS NORMAL CRUSHED LIMESTONE BACKFILL OR CONCRETE ENCASEMENT WHERE INTEGRAL TEES ARE NOT PROVIDED. - i , MAX_45` TEE CONNECTION PIPE BEND IIF REOUIRED) WITH INTEGRAL TEE- OR GASKETED SEWER FLEXIBLE 61 MINIMUM SADDLE (AS SPECIFIED) COUPLING -- (CONCRETE ENCASEMENT) Y EXISTING SERVICE LINE MAXIMUM SLOPE 1-1 MIN.GRADE 2 % SEWER l r l r I NORMAL CRUSHED LIMESTONE BACKFILL NOTE- FOR SERVICE CONNECTIONS TO OR CONCRETE ENCASEMENT WHERE HDPP WHERE PIPE ENLARGEMENT METHODS INTEGRAL TEES ARE NOT PROVIDED. ARE USED,SEE SPECIFICATIONS SECTIONAL ELEVATION I NOTE: SEWER SERVICE LINE LOCATIUtt TO BE MARKED WITH RED VINYL f TAPE-AT LEAST. 3' WIDE AND 10` ( MIL THICK ATTACHED TO THE END OF THE SERVICE AND EXTENDED THROUGH THE BACKFILL AT THE POINT-OF HOUSE SERVICE CONNECTION TYPICAL SERME RISER COMEC€ION . ,.., A 4-3 DOWELS S - 8 SPACED EVENLY i - A f r IFM DROP OF 4N° TO NOTE: DO NOT DEFLECT THE PIPE NOTE: DROP TROUGH WILL BE POURED JOINT IN LIEU OF HYDRAULIC MONOLITHICALLY WITH CAST IN PLACE SLIDE.NO EXCEPTIONS. BENCH, OR DOWELED AND GROUTED TO PRECAST BENCH, ` MANHOLE WALL I!2 I.O. i MUM f o 0 HYDRALUC SLIDE DETAIL s i r RESTORE SURFACE AS SPECIFIED EXISTING- SURFACE BACKFILL AS SPECIFIED CLASS E 1500' CONCRETE 9" MIN. T-ly VA A A A - A ._A G 61 MIS(. M I - W FOR ID=24. OR LESS- 9' FOR ID=27' OR MORE CONCRETE ENCASEMENT DETL E L I`L I _ ' 1 1 r Lu ° TRENCH WIDTH COMPACTED BENTONITE CLAY CD OR 2 - SACK CONCRETE e TRENCH CD F ter- �- GII MINIMUM INTO UNDISTURBED SOIL MINIMUM WIDTH IN LONGITUDINAL SEWER PIPE DIRECTION SHALL BE 4`--0' FOR CLAY AND I'-0' FOR 2-SACK CONCRETE - r II NOTE, ON EACH SEWER LATERAL WHERE NEW PIPE is INSTALLED BY PIPE BURSTING METHOD, INSTALL CLAY [SAM JUST DOWNSTREAM OF MOST DOWNSTREAM SERVICE RECONNECT CLAY DAM DETAL - s r .,.'"•y FOr --,..,,,,.£ - ••.r.�•w'�}, - �:r'Sr.�u;�_:.:���:;v�'s� 73ti'n:c 'fF. •k. ... _. - ...- ,. . - .. .. ... .. . . _i .. ., r ... CT "- a ai ! N oma m L �� [h ,t �'I r .� � � � •i'�.-.0.. �`.�ii,J'I.�11•;:"7.� '�'[� '. 'v �i c� :'[11�C�-• C p i��-.''��r!f, '•f ',,�:r'' - - � Q [C F•• :I ��' :i1, .�.'• 'rI `.:`�i i YYei �•La FW 4 _, t• rx W 'gym '4Ld • W0. �O � z •��� � Z� � _ }�_:• ! 4 0 o -tf7 p ��apO art U "� o z0vitin Um o F-• a W rl i3 r ui ui l: ;r. rti L '1•: 21 Lij f _ - _ - �U�_ - _1 .(7 �i r��.moi: .-• :y _ 'I;WT p�I:.'.. ': � � .D .ter.�.;..I:'•:..'?'•;.�_ '1-.3`i.``.S. =: fad I:y - -L . - O QV 1 F-o S3(n0- �y Wiz• O ,'S [ to EL Cl- L9 W, �i.o'���:�o i�o-irn-.•�:`� "Vl mhNg U� :2-J��;•:lil...r_..• v� ::f' is-ti:Z �. 1' _ d CMZ' _•`�.=Cl::Gr�fl ' ' a:.i[i to o ; -y x Q..a..:•,:+: h:.r,"•.•.". ru Oz •;..: :'M"a'l;',r-�o.':=:1 'z'� - - ' [ '.-L. 1 _ w _ �I _ I':(= - ai.z� !el•il•S!l'Ci llse'•iil i' •aye,"I�.-� �,5=� '��`�Q'�"+:�'�. .vJ1?�1r'�ir'`rX:�itir�;�!71'r,_r+•--iS.. _ �`�;`z��Awr?='+�s�.2��'1G.� -_ ._[ .. -,' _.- ,, - .... -. . -17- PROJECT 17-PROJEC ' DESIGNATION SIGN RNA Co C.0 cz, J:i (D 1 ll (D 4ft co (DO C2 C) co co 03 00 O J\n' "tit ra • If UT cn F] -18- PAVEMENT 1PAVEME JT CORING INFORMATION i CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: FULLER AVE. CONTRACT 99LL DOE NO. : 2981 FUND CODE: 01, 02 HOLE #1 LAB NO:" 98326 LOCATION: 1504 FULLER AV. CL 3, 00" HMAC _ A . 00" BROWNISH SANDY CLAY W/GRAVEL 13 . 00" DARK -GRAY CLAY W/GRAVEL (TOP 10. 00" 65% HMAC, GRAVEL & 35% CLAY) ATTERBURG LIMITS : LL: 62 . 8 PL: 28 . 9 PI : 33 . 9 SHRKG: 1.7 . 0 MUNSELL COLOR CHART: 5/2 GRAYISH BROWN CLAY UNIT. WEIGHT: 1.38 . 0 LBS PER CUBIC- FOOT i HOLE #2 LAB NO: 98327 LOCATION: 1620 FULLER AV. N/4 12 . 00" HMAC 3. 00" GRAYISH SAND W/GRAVEL 7 . 00" GRAVEL (ROCKS) UNIT WEIGHT: 100%HMAC ATTERBURG LIMITS-: LL: PL: PI : SHRKG: % k MUNSEL COLOR CHART: HOLE #3 LAB NO: 98328 LOCATION: 36' E. OF STANLEY S/4 5. 50" HMAC 7 . 00" GRAY SANDY CLAY W/ROCKS (TOP 10 , 00" -85o HMAC, ROCKS & 15% CLAY) 11 . 50" DARK GRAY CLAY W/GRAVEL ATTERBURG LIMITS: LL: 63 . 0 'PL: 31.. 6 PI : 31 . 4 SHRKG: 18 . 0% MUNSELL COLOR CHART: 5/2 GRAYISH BROWN CLAY UNIT WEIGHT: 146. 0 LBS PER CUBIC FOOT HOLE #4 LAB NO: 9B329 LOCATION: 72' E. CORDON N/4 7 . 50" HMAC 5 . 00" BROWNISH SANDY CLAY W/GRAVEL ` 11 . 50" GRAY CLAY (TOP 10 . 00" 85% HMAC, ROCKS & 15% CLAY) UNIT WEIGHT: 146.0 LBS PER CUBIC FOOT ATTERBURG LIMITS : LL: 55 . 9 PL: 26. 9 PI : 29. 0 . SHRKG: 16. 0% f MUNSEL COLOR CHART: 5/3 BROWN CLAY i 4 r 7 D.O.E.#_2981 I APPPROVAL: ®RYJERI DATE TESTED: 04--04--02 JOSEPH GAGLIARDI DATE REPORTED: 04--16-02 ABE CALDERON TESTED BY: SOIL LAB NAJSB FARES SUSAN SCHWINGER -FILE h I 1 i r - .I f CITY OF FORT WORTH i CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX F PROJECT: MEDINA AVE. CONTRACT 99LL DOE NO. : 2982 FUND CODE: 01, 02 HOLE #1 LAB -NO: 98.362 LOCATION: #3251 MEDINA N/4 2 . 50" HMAC 1 6. 00" CONCRETE (2068 . 0 PSI) . 5. 00" BROWNIS SANDY CLAY W/GRAVEL & ROCKS 8 . 50" BROWNISH SANDY CLAY { ATTERBURG LIMITS : LL: 27 . 0 PL: 19 . 0 PI : 8 . 0 SHRKG: 6.0s MUNSELL COLOR CHART: -7/4 VERY PALE BROWN SAND UNIT WEIGHT: 135 . 0 LBS PER CUBIC FOOT HOLE #2 LAB NO: 98363 LOCATION: 3301 MEDINA AVE. CL 2 . 00" HMAC 3 . 50" CONCRETE (2667 . 0 PSI.) 4 . 00" GRAYISH SANDY CLAY W/GRAVEL UNIT WEIGHT: 135 . 0 LBS PER CUBIC FOOT . ATTERBURG LIMITS : LL: 30. 1 PL: 17 .2 PI: 12 . 9 SHRKG, 6. 0 % MUNSELCOLOR CHART: 7/4 PINK SANDY CLAY HOLE #3 LAB NO: 98364 4 LOCATION: 3359- MEDINA AVE. S/4 ' 1 . 50" HMAC 6. 00 CONCRETE ( 1645 . 0 PSI) 14 . 50" GRAY SANDY CLAY W/ROCKS ( TOP 10 . 00" 85% HMAC & ROCKS % 15% CLAY ATTERBURG LIMITS : LL: 34 . 5 PL: 17 . 5 PI: 17 . 0 SHRKG: 8 . 0% MUNSELL COLOR CHART: 7/3 PALE BROWN CLAY UNIT WEIGHT: 133 . 0 LBS PER CUBIC FOOT HOLE #4 LAB NO: 98365 i LOCATION: 3413 MEDINA AVE, N/4 I 2 . 00". HMAC 5 . 50" CONCRETE (1905 . 0 PSI) 5 . 75" GRAVEL & ROCKS 8 .-25" GRAY CLAY W/ROCKS UNIT WEIGHT: 135 . 0 LBS PER CUBIC FOOT ATTERBURG LIMITS LL:-. 52 . 1 PL: 22 , 6 PI : 29 . 5 SHRKG: 14 . Oa MUNSEL COLOR CHART: 5/4 LIGHT YELLOWISH BROWN CLAY - 2 r D.O.E.#2932 HOLE 44 LAB NO: 98366 LOCATION: 341.2 MEDINA AVE. CL F 1 . 75" HMAC 8 . 25 227 6. 00" BROWNISH GRAY CLAY W/GRAVEL 6. 00" GRAY. CLAY W/ROCKS UNIT WEIGHT: - ATTERBURG LIMITS : LL: 62 . 1 PL: 24 . 6. PI: 37 , 5 SHRKG: 16: 00 MUNSEL COLOR CHART: 7/4 VERY PALE BROWN CLAY APPPROVAL: J oYtjjT DATE TESTED: 04-04-02 JOSEPH GAGLIARDI ! DATE REPORTED: 04-16--02 ABE CALDERON TESTED BY: SOIL LAB NAJIB - FARES SUSAN SCHWINGER FILE i F , f i fr t i - z CITY OF FORT WORTH i CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: WACO WAY (S. HULEN TO WRIGLEY) DOE NO. : 2983 FUND CODE: 03 ' HOLE #1 LAB NO: 06 LOCATION: 6113 WACO WAY- S/4 3. 00" HMAC 1 . 00" BROWN SAND 9. 00" BROWNISH YELLOW SANDY CLAY W/GRAVEL .(STABILIZED MATERIAL) 7 , 00" DARK GRAY CLAY 1 TOP 10 . 00" 65% HMAC &GRAVEL & 35% CLAY ATTERBURG LIMITS: LL: 54 . 6 PL: 24 . 1' PI : 30 .5 SHRKG: 15. 0% MUNSELL COLOR CHART: 6/2 LIGHT BROWNISH GRAY CLAY UNIT WEIGHT: '138 . 0 LBS PER CUBIC ' FOOT HOLE #2 LAB NO: 07 r LOCATION: 6153 WACO WAY CL '3 . 00" HMAC 1 . 00" BROWN SAND 5 . 00" 2 :27 (SAMPLE DAMAGED NO PSI) f 6. 00" YELLOWISH BROWN SANDY CLAY W/GRAVEL 4 . 00" GRAYISH BROWN SANDY CLAY W/GRAVEL TOP 10 . 00" 65% HMAC & GRAVEL & 354 CLAY ATTERBURG LIMITS : LL: 21 . 3 PL: 12 . 5 PI : 8 . 8 SHRKG: 5. 0% MUNSEL COLOR CHART: 7/2 LIGHT GRAY SANDY CLAY UNIT WEIGHT: 138 . 0 LBS PER CUBIC FOOT ' ! HOLE 13 LAB NO: 08 LOCATION: 6132 WACO WAY N/4 3 . 00" HMAC 5 , 00" 2 : 27 (COMPRESSIVE STRENGTH 1.451 PSI) "5. 00" BROWN .SANDY CLAY W/GRAVEL 3 . 00" BROWNISH GRAY CLAY W/GRAVEL i TOP 10 . 00" 65a HMAC &. GRAVEL .& 35°% CLAY ATTERBURG LIMITS : LL: 37 . 6 ' PL: 16. 6 PI : 21. 0 SHRKG: 1.0 . 04 MUNSELL COLOR CHART: 7/2 LIGHT GRAY CLAY f UNIT WEIGHT: 138 . 0 LBS PER CUBIC FOOT i i 2 i DOE # 2983 HOLE #4 LAB NO: 09 LOCATION: 611.3 WACO. WAY S/4 2 . 00" HMAC 6..00" BROWN SANDY CLAY W/GRAVEL 5 . 00" BROWN SANDY CLAY W/GRAVEL 3 . 00" ,BROWNISH GRAY CLAY W/GRAVEL TOP 10. 00" 60% HMAC & GRAVEL & 40% CLAY ATTERBURG LIMITS : LL: 29.. 9 PL: 14 .0 - PI : '15 :9 SHRKG: 6. 0% MUNSEL COLOR CHART: 7/2 LIGHT GRAY CLAY UNIT WEIGHT: 1:33 . 0 LBS PER CUBIC FOOT HOLE #5 LAB NO: 10 LOCATION: 6113 WACO WAY S/4 f 4 . 50" HMAC 5 . 50" BROWN SANDY CLAY W/GRAVEL (STABILIZED MATERIAL) . 4 ..00"' ..00 BROWN--SANDY CLAY W/GRAVEL ! 5 . 00" BROWNISH GRAY .CLAY TOP 10 . 00" 75% HMAC & GRAVEL & 25% CLAY ATTERBURG LIMITS : LL: 41. . 4 PL: 18 . 7 PI: 22 . 7 SHRKG: 12 . 0% k MUNSEL COLOR CHART: 7/2 LIGHT GRAY CLAY UNIT WEIGHT: 14-6. 0 LBS PER CUBIC FOOT ? APPPROVAL: i R N JERI 5 DATE TESTED: 05-04-02 - JOSEPH GAGLIARDI DATE REPORTED: 05-10-02 ABE CALDERON TESTED BY: SOIL LAB - NAJIB FARES FILE i I i - f - CITY OF - FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: WESSEX AVE. CONTRACT 99LL DOE NO. : 2984 FUND CODE: 01, 02 5 HOLE #1 LAB NO: 98372 LOCATION: #5813 WESSEX E/4 r 1 . 25" HMAC .11 . 00" LIGHT GRAY SANDY CLAY W/GRAVEL & ROCKS 9. 75" DARK GRAY CLAY W/GRAVEL ATTERBURG LIMITS : LL: 47 . 9 PL:22 . 9 PI : 25 . 0 SHRKG: 15. 0% j MUNSELL ,COLOR CHART: 6/3 PALE BROWN CLAY UNIT WEIGHT: 130 . 0 LBS PER CUBIC FOOT HOLE #2 LAB NO: 98373 LOCATION: 5832 WESSEX AVE. W/4 1 . 25" HMAC 11 . 00" GRAY SANDY CLAY W/GRAVEL 9. 75" BROWNISH GRAY CLAY W/GRAVEL UNIT WEIGHT : 130. 0 LBS PER CUBIC FOOT ATTERBURG LIMITS :. - `LL: 55 . 3 PL: 22 . 6 PI : 32. 7 SHRKG: 16. 0 0 k MUNSEL COLOR CHART: 6/4 LIGHT YELLOWISH BROWN CLAY APPPROVAL: RJERI DATE TESTED: 04-10-02 JOSEPH GAGLIARDI DATE 'REPORTED: 04-16-02 ABE CALDERON TESTED BY: SOIL LAB NAJIB FARES SUSAN SCHWINGER FILE kz ._z��.�a.�'h*.us_'-=:---�'iiU_ � .� . .t+� . --. .1a�. ,! , �c�'SG•:«.''1'fir�il,-��.i,�L-7.?+i Vl-�r`.f�e-:f.rr, . r. =w.".:.-... -. ---. .._,_ :'ht';;:».-.:...,.,a-.,,,.'.__ CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: - WOSLEY DR. (FROM: WOODWAY LA. TO WEDGMONT CIR. ) DOE NO. : 2985 FUND CODE: 01, 02 HOLE #1 LAB N0: -98376 -LOCATION: #3956 WOSLEY S/4 2 . 0-0" HMAC I 13 . 00" LIGHT GRAY SANDY CLAY W/GRAVEL & ROCKS 7 . 00" GRAY CLAY ( TOP 10-. 00" 60% HMAC, GRAVEL & ROCKS / 40% CLAY) ATTERBURG LIMITS : LL: 47 . 7 PL: 20 . 0 PI : 27 . 7 SHRKG: 14 . 0% MUNSELL COLOR CHART: 6/3 PALE BROWN CLAY UNIT WEIGHT: 133 . 0 LBS PER CUBIC FOOT HOLE #2 LAB NO: .98377 LOCATION: 3944 WOSLEY DR. CL 1 . 50" HMAC 8 . 75" CONCRETE (1998 . 0 PSI) 4 . 00"LIGHT GRAY CLAY W/GRAVEL 7. 75" GRAY CLAY UNIT WEIGHT: 131 . 0 LBS PER CUBIC FOOT ATTERBURG LIMITS: LL: 72. 8 PL: 23 . 7 PI: 49 . 1 SHRKG: 17 . 0 % MUNSEL COLOR CHART: 7/3 PALE YELLOW CLAY- HOLE #3 LAB NO: 98378 LOCATION: #3925 WOSLEY S/.4 2 . 75" HMAC 7 . 00" GRAY SANDY CLAY W/GRAVEL & ROCKS 12 . 25" YELLOWISH BROWN SANDY CLAY W/GRAVEL ( TOP 10 . 00" 65% HMAC & ROCKS / 35% CLAY) ATTERBURG LIMITS : LL: 49. 6 PL: 22 . 9 PI : 26. 5 SHRKG: 13. 0% MUNSELL COLOR CHART: 7/4 PINK CLAY UNIT WEIGHT: 136. 0 LBS PER CUBIC FOOT HOLE #4ii LAB NO: 9837.9 LOCATION: 3 �4 WOSLEY DR. CL 3 . 75" HMAC 7 . 00" LIGHT GRAY SANDY CLAY W/-GRAVEL & ROCKS 11 . 25" YELLOWISH BROWN SAND UNIT WEIGHT: 142 . 0 LBS PER CUBIC FOOT ATTERBURG- LIMITS : LL:25 . 3 PL: 15 . 7 PI : 9. 6- SHRKG: 4 . 0 % MUNSEL COLOR CHART: 6/6 REDDISH YELLOW SANDY CLAY k D.O. E. # 2985 APPPROVAL: ®RNMRI DATE TESTED: 04-10-02 JOSEPH GAGLIARDI DATE REPORTED: 04-16-02 ABE CALDERON TESTED BY: SOIL LAB NAJIB FARES SUSAN SCHWINGER FILE k r i l 4 ' s F t r i 1 I 1 l 1 r F __,. � �a . . �