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Contract 34030
CITY SECRETARY CONTRACT NO,,. SPECIFICATIONS AND CONTRACT DOCUMENTS FOR 2004 CIP Pavement Reconstruction and Water and Sanitary Sewer Main Replacement, Contract 23 UNIT I: Wates' Project No, P253-541100607170016783 UNIT 4: Sewer Project No. P258-541200707170016783 UNIT H: TIPW Pre jeet Na. C200-5412002074000167 3 DOE 4912 Water/ Sewer File No. X-18104 TIP 4{ File No. -191.9 FORT WORTH City of Fort North, Texas 2006 Charles Boswell Mike 14 onrriei City hf"flago. uvoll S. Frank Crumb, F.E. D&yclor Maier I)ePartfacal Rohn-[ D. Goode, P.R. A. Douglas lZademaker, P.C. D redo).of D rr elor D-ansporratlon curd Public Works Dopar meui of gpigilpffoifnz Prepared Ay- 5 STREAM WATER GROUP, INC. FMOWKS + PIANNER5 * SURVkYOk5 . ..•••.. ., arx� a��' M;rRd,5s %Baa l CHARLES H. LE I ST 11 1 RwmpFaf Wa�l1 71f'ThkJ7 .. .. ......I ........ .. SWG p,'gfeci lvo. 1701 ! "% R ' f � a ', � i . :, 1ST 6 ''fV www,, l . r ■ Print M&C -3 COUNCIL. ACTION: Approved As Amended on 8/29/2006 -Ordinance No. 17130-08-2006 DATE: 8/29/2006 REFERENCE NO.: C-21647 LOG NAME: 30BERTROSE00167 CODE: C TYPE: NON-CONSENT PUBLIC NO HEARING: SUBJECT: Adopt Appropriation Ordinance and Authorize Execution of Contract with Conatser Construction TX, LP, for Pavement Reconstruction and Water and Sanitary Sewer Main Replacement on Portions of Bertrose Avenue, Clarke Avenue and Modlin Avenue (Project No. 00167) RECOMMENDATION: It is recommended that the City Council: 1. Authorize the transfer of$866,370.05 from the Water and Sewer Operating Fund to the Water Capital Projects Fund in the amount of$415,946.00 and Sewer Capital Projects Fund in the amount of$450,424.05; 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water Capital Projects Fund in the amount of$415,946.00 and the Sewer Capital Projects Fund in the amount of $450,424.05, from available funds; and 3. Authorize the City Manager to execute a contract with Conatser Construction TX, LP, in the amount of $1,433,535.00 for Pavement Reconstruction and Water and Sanitary Sewer Main Replacement on Bertrose Avenue (Mattison Avenue to Dorothy Lane), Clarke Avenue (Camp Bowie Boulevard to Virginia Place) and Modlin Avenue (Haskell Street to West Dead End). DISCUSSION: The 2004 Capital Improvement Program (CIP) includes funds for pavement reconstruction on all streets mentioned above. Street improvements include pavement reconstruction, construction of standard concrete curb, driveway approaches and sidewalks as indicated on the plans. The Water Department has determined that severely deteriorated water and sanitary sewer lines should be replaced prior to street reconstruction. On June 28, 2005, (M&C C-20814) the City Council authorized the City Manager to execute an engineering agreement with Stream Water Group, Inc., for Pavement Reconstruction and Water and Sanitary Sewer Main Replacement on Bertrose Avenue (Mattison Avenue to Dorothy Lane), Clarke Avenue (Camp Bowie Boulevard to Virginia Place) and Modlin Avenue (Haskell Street to West Dead End). (DOE 4912) The project was advertised on June 15, 2006 and June 22, 2006. On July 13, 2006, the following bids were received: BIDDERS ALTERNATE"A" ALTERNATE"B" (CONCRETE) (ASPHALT) Conatser Construction TX, LP $1,433,535.00 No Bid McClendon Construction Co., Inc. $1,481,649.50 No Bid Jackson Construction, Ltd. $1,742,600.06 No Bid JLB Contracting, LP $1,845,448.10 No Bid Ed A. Wilson, Inc. $1,922,565.00 No Bid Stabile &Winn, Inc. $2,025,118.00 No Bid Time of Completion: 200 -Working Days The new pavement will consist of 6-inch concrete over 6-inch lime stabilized subgrade with 7-inch concrete curb. Funding in the amount of$39,815.05 is included for associated water and sewer construction survey, project management, pre-construction, material testing, inspection and project close out (water$28,013.00 and sewer$11,802.05). The contingency funds to cover change orders total $39,360.00 (water$18,473.00 and sewer$20,887.00). Funding in the amount of$47,361.87 is required for associated paving and drainage construction survey, project management, pre-construction, material testing, inspection and project close out. Contingency for pavement reconstruction is $32,317.00. M/WBE — Conatser Construction TX, LP, is in compliance with the City's MIWBE Ordinance by committing to 8% MIWBE participation and documenting good faith effort. The City's goal on this project is 23%. This project is located in COUNCIL DISTRICT 7, Mapsco 75D FISCAL INFORMATIONICERTIFICATIOM The Finance Director certifies that upon approval of the above recommendations, and adoption of the attached appropriation ordinance, funds will be available in the current capital budgets, as appropriated, of the Water Capital Projects Fund, the Sewer Capital Projects Fund and the Street Improvements Fund. TO Fund/AccountlCenters FROM Fund/AccountlCenters 1&2)P253 472045 6071700167ZZ $415,946.00 1)PE45 538070 0609020 $415,946.00 1&2)P258 472045 7071700167ZZ $450,424.05 1)PE45 538070 0709020 450 424.05 2)P253_ 531350 607170016731 $337.00 3)P253 541200 607170016783 $369,460.00 2)P253 531350 607170016752 $5.920.00 3P258 541200 707170016783 $417,735.00 ZR253 531350 607170016780 $444.00 3),--200. 541200 207400016783 $646,34000 2)P253 531350 607170016782 $296.00 2)P253 541200 607170016783 $387.933.00 2)P253 531350 607170016784 $2,960.00 2)P253 531350 607170016785 $17,760.00 2)P253 531350 607170016791 $296.00 2)P258.531350 707170016731 $842.52 2)P258 531350 707170016733 $2,088.72 088.72 2)P258 531350 707170016752 $1,897.50 2)P258 531350 707170016780 $142.31 2)P258 531350 707170016782 $94.88 2)P258 541200 70717001.6783 $438,Q22.00 2)P258 531350 707170016784 $948.73 2)P258 531350 707170016785 $5,692.51 2)P258 531350 707170016791 $94.88 Submitted for City Manager's Office bye Marc Ott (8476) Originating Department Head: A. Douglas Rademaker(6157) Additional Information Contact: A. Douglas Rademaker(6157) ATTACHMENTS 30Bertrose0O 167.Ord.pdf Fr{un:bVi 817+4 494335 QE127/2006 16:22 11012 11. 0021006 GITV OF FORT 1?VOK7l1,TEXAS IJEPA1trAMNTi0 UWMPR q for 200+ C1P PAVEMENT REC0NWRUC1nc)N AND WATi=R AHEI SANITARY SEWER NMN REPLACEMENT,CONTRACT 23 UNIT 1: Wafer Project No, P 3.5020011117170010763 UNIT 1: B"ar"eat No. K08Z41208707170016703 UN1T 11: TIPW PtQect No.C2004412D0247400019703 DQE NM 4912 Addend=No. i Ixeued-June 27,20M Old Rmoeipl Dmt -July 13,ZOD5 Blddcrd are hareby JnlbnnW of Ma r'ullowins Chang S uo 1ha wnmiudun spcoltkultom For the pruftcL Stddm mud aclmnw)edgc rrccApt offi&Adtlundum below and an the Prupoawt-Pnrt a, r)Add the following to the Neffee W Bidder$wd Comprel gz aive Notice to Bidders: A pro-bid cmference will be hold whh prospective bld den on 1Wednpadny, JuV 5kh,21106 hg�gkndng At 11:30 RLFRe Ilex the TIPW ConforeQjDe Ru0n]No. 270. /7)Remove the eurrent Fort Q,Cuntwaet in Its erttir*. Replace tbk tvMoved contract with the otteehed City of Fort Worth Caatrad.pages G-1 through G4, Ploam onknowle ftv romipl of Hofs t Wcnduto by pleaiog n 41pod impy a ML,mann into,your pwpossl Mi Oe tiny ofbiddiop.Failuro to n)ft n a sigrFol copy u f die addendum with ibis pm psal Aall be gmund:l rbr rendering the bid non-resporsiva. Raeeipt Aiknawla4ad: thy: i'.E„ est it+ienq � 1Japa doPlncar�ttg I AI-1 ofAl-i From:�w 8174464395 0711112005 ia:88 11038 P.0021005 CITY OF FORT WORTH, TEXAS DEPARTMENTOF ENCMI-ERRING Al]r]1:G+f1}IJM No-2 For 2004 CIP PAVEMENT RECONSTRUCTION AND WATER AND SANITARIA SEWER MAIN REPLACEMENT, CONTRACT 23 UNIT I. Water Project No. P253-541200607170016763 UNIT I: Sewor Projoet No. P258-5412OOT071IT00'187193 UNIT II: T/PW Proj* t No. 0200.554120-02074000116783 DOE NO. 4912 Addend=No.2 issued-July 11,2006 Did Rteucipt Delis*July 13,2006 Bidders urn klereby informed of the fbIlowing aangeq to tho onms"cdorl plun4 end Rpmifiraizonk tar the projEct, 13iddem mi t acknowlcdgc receipt of N.s Addendum botow and on the Prorya4al- Part 13, 1) STA. 2+45 to STA. 5+55 of 1-1773, plait sbects 5 and 6,is hereby removed from this aaatracl. Remove Pert B-Jropoeal -9 of 30, Ctem A e of impacted urglect ounali#ies vb01 be noade durhM mimiraction. ) Plan abeets 5 and C, Pao part of existing Ilue L-1773 shall be shmdaned. Disregard ell references to abanduu any porduwt of L-1773 on plan obeets 5 awl lei. 3) Remove in Itt entirety, Pert D, Item D-35 Pre-Comtruction Television htspection of Sanitary Sewer, Section C,Pa>tragraph 1 and replace with: "PAYMENT OF CLEANING AND PR&CONSTRUCTION TELEVISION IN FECTION OF SANITARY SEWERS: The cold for Pre,Cumlruetion Cleaning sud Television IBepection of sanHery sewers small be i5ulyilidisry to tho bLnt gft.2LqgN innitary Newer [zinc,nes eruarst la . The Contractor sihou provide the Engineer%ith tapes of a yuaPity #hal tike particular piece of sewer cnn he readily evalnnted U Tn 068ting se ar MaditlonR aind for providing apprispriete means for review of the fapee by The Engineer including coUertion and removal, tranisportatlnn and diepoenI Gf Itand nod debris from the viewers to a legal dump�Itc." A2-1 of A2—i 711 02006 Fr i i n:bw 81744G4335 07J 1 i 12G06 10:08 1038 P, ODD/005 New tilg It stall be tie,Cva"edor'a rospoogbhity to tJeAsion kowpwt-all PPnitary ffe wer licca Adch um to Ifo abandaued prior to cnustruc#rjap,,as iitdicn#ed*Itbin the. plana and epeeMnjJ mp. All work swodutcd with olaanfng;loepeeft and albxadoning a ghiftiy€scwe�r fines erball bb cohs[dcrcd eaWdin ry R(?r�,po eepuraU pay. 4) Tha coewuction wurldng period bas been laereased to u total of auo-lijtiadred Sooty(1711)worRiva dsyw. Riktupe s4i�gls -1 and Fort Ili-FrOpwal-Z9 of 30 from emeb reopedive.ap Delficnfion sadian and ivpinca With tht ataebod, dAted 411ret4, plrnac,Rnknawicdgc reebipt of this addend by plerlgg tt.slgned copy of&a swno into your proposal nt Me doe of bJtl hz Name to plum ajdgm d copy aftl10 addendum wllh ilds propomW shall hIlEMunds fur Ytmdodog ft,bid nau- p4fisiY4. 3r !'csec� ei�aran,�'1'., ac4 Manager bap wtment of E-D&COHY% i A?-2 of&�A 71110.DOO i rP-Qfials erCom rLjO Contractor ��. Street Address City&State IZS ,/..�� .._ Telephone Contact Per on CONTRACT DOCUMENTS City of Fort Worth, TN 2004 CIP Pavement Reconstruction and Water and Sanitary Sewer Main Replacement, Contract 23 UNIT I: Water Project No. P253-541200607170016783 UNIT 1: Sewer Project No. P258-541200707170016783 UNIT II: T/.PW Project No. 0200-541200207400016783 DOE No. 4912 Fater/Sewer Project No. X18104 T/PW File No. IC-1919 i i TABLE OF CONTENTS PART A - Notice to Bidders Comprehensive Notice to Bidders Special Instructions to Bidders T/PW Special Instructions to Bidders Conflict of interest Disclosure PART B - M/WBE Specifications Proposal PART C - General Conditions I PART Cl- Supplementary Conditions . f PART D - Special Conditions Wage Rates PART DA- Additional Special Conditions PART DB- Special Provisions for Street and Storm Drain Construction PART E - General Specifications for Water Department Projects (Not Bound Herein) PART F- Contractor Documents a. Certificate of Insurance b. Contractor Compliance with Worker's Compensation law c. Vendor Compliance to State Law d. Payment Bond e. Performance Bond f. Maintenance Bond i PART G- Contract APPENDIX A- Standard/Special Details APPENDIX B - Traffic Control Plans APPENDIX C- Permits and Easements t ' APPENDIX D - Soil Bore Log I I PAR'S'' NOTICE TO BIDDERS C I1r PREHENS E NOTICE TO ,ADDERS SPECIAL INSTRUCTIONS TO BIDDERS TIPW SPECIAL WSTRUCTIONS TO BIDDERS CONFLICT OF INTEREST DISCLOSURE PART A NOTICE TO BIDDERS Sealed proposals for the following: FOR: 2004 CIP PAVEMENT RECONSTRUCTION AND WATER AND SANITARY SEWER MAIN REPLACEMENT,CONTRACT 23 UNIT 1: Water Project No. P253-541200607170016783 UNIT 1: Sewer Project No. P258-541200707170016783 UNIT II: T/PW Project No.C200-541200207400016783 DOE NO.4912 h Water/Sewer Project No.X-18104 T/PW File No. K-1919 Addressed to Mr.Charles Boswell,City Manager of the City of Fort Worth,Texas,will be received at the Purchasing Office until 1:30 p.m.,July 13,2006 and then publicly opened and read aloud at 2:00 p.m. in the Council Chambers. Plans,General Contract Documents and Specifications for this project may be obtained in the office of the Department of Engineering,Municipal Office Building, 1000 Throckmorton Street,Fort Worth,Texas 76102. Sets of documents will be provided for purchase for a non-refimdable fee of Thirty Dollars($30.00)per set. These documents contain additional information for prospective bidders. The major work will consist of the(approximate)following: UNIT I: Section A-Water Line Replacements APPROX. 4,300 LF OF 6"&8"PVC WATER LINE t Section B- Sanitary Sewer Line Replacements APPROX. 3,200 LF OF 8"PVC SANITARY SEWER ti UNIT 11: Section C- Pavement Repair Alternate A APPROX. 9,850 SY OF CONCRETE PAVEMENT I Section C-Pavement Repair Alternate B APPROX. 8,900 SY OF HMAC PAVEMENT For additional information, please contact Mr. Joseph Bergeron, P.E., Project Manager, City of Fort Worth - Department of Engineering at(817)392-2384, and/or Mr. Charles H. Leist H,P.E.,Project Manager, Stream Water Group, Inc. at(817)446-4171. ' I Advertising Dates: ' 06/15/06 06/22/06 Ll/i ll Xc Ae la Gv,�4 1/r�ecl��tsdczy; /� /y Sv-nl 200 b� hn�ny q f f/•30q.m, ::r f�� 7�� �?o n 4e'en c r Roo p" 1111o. ;� 70. I I` PART A COMPREHENSIVE NOTICE TO BIDDERS Sealed proposals for the following: FOR: 2004 CIP PAVEMENT RECONSTRUCTION AND WATER AND SANITARY SEWER MAIN REPLACEMENT,CONTRACT 23 UNIT 1: Water Project No. P253-541200607170016783 UNIT 1: Sewer Project No. P258-541200707170016783 UNIT 11: T/PW Project No. C200-541200207400016783 DOE NO.4912 Water/Sewer Project No. X-18104 T/PW File No. K-1919 Addressed to Mr. Charles Boswell, City Manager of the City of Fort Worth,Texas,will be received at the Purchasing Office until 1:30 p.m., July 13, 2006 and then publicly opened and read aloud at 2:00 p.m. in the Council Chambers. Plans,General Contract Documents and Specifications for this project maybe obtained in the office of the Department of i Engineering, Municipal Office Building, 1000 Throckmorton Street,Fort Worth, Texas 76102. 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.7400(Fort Worth City Code Sections 13-A- 221 through 13-A-29)prohibiting discrimination in the employment practices. Bid security is required in accordance with Paragraph 2 of the Special Instructions to Bidders. I The major work will consist of the(approximate)following: UNIT 1: Section A—Water Line Replacements 90 LF 6"PVC WATER LINE 4200 LF 8"PVC WATER LINE 7 EA 6"GATE VALVES 14 EA 8"GATE VALVES 2 EA 8"TAPPING SLEEVES 62 EA 1"SERVICE TAPS 2 EA 1 '/z" SERVICE TAPS 6 EA STANDARD FIRE HYDRANTS 5 TN DUCTILE IRON FITTINGS 1 LS 2"TEMPORARY WATER LINE I LS TEMPORARY FIRE LINE Section B—Sanitary Sewer Line Replacements i 1200 LF 4"PVC SANITARY SEWER SERVICE LINE 2900 LF 8"PVC SANITARY SEWER 310 LF 8"HDPE SANITARY SEWER 110 EA 4" SS TAPS 13 EA 4' DIA. SANI'T'ARY SEWER MANHOLES k 2 EA 4'DIA.DROP SANITARY SEWER MANHOLES 1 EA 4' DIA. SHALLOW CONE SANITARY SEWER MANHOLE 110 EA TWO-WAY SANITARY SEWER SERVICE CLEANOUTS 1 X pre -id conkrence Gu.'11 be Aeld' w,t/, �rofpect��'ve ��c��en on Lel--o1q ss day. July 5W, 204& �d9rn�;n� at //JoR.m. iK -1,Ae T`ALv eok A—eence Room A/ .7 70. PART A COMPREHENSIVE NOTICE TO BIDDERS UNIT H: Section C-Pavement Repair Alternate I `r 9850 SY 6"REINFORCED CONCRETE PAVEMENT s 200 SF AGGREGATE CONCRETE SURFACE TREATMENT 1 LS REMOVE AND REPLACE HISTORIC HITCHING POST 1 EA STD. 10' CURB INLET Section C-Pavement Repair Alternate II 8900 SY 6"H.M.A.C.PAVEMENT 200 SF AGGREGATE CONCRETE SURFACE TREATMENT 1 LS REMOVE AND REPLACE HISTORIC HITCHING POST 1 EA STD. 10' CURB INLET Included in the above will be all other'miseellaneous items of construction as outlined in the Plans, General Contract Documents and Specifications. The City reserves the right to reject any and/or all bids and waive any and/or all formalities. AWARD OF CONTRACT: No bid maybe withdrawn until the expiration of ninety(90)days from the date bids are opened.The award of contract,if made, will be within ninety(90) days after the opening of bids, but in no case will 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. Bidders are responsible for obtaining all addenda to the contract documents and acknowledging receipt of the addenda by initialing the appropriate spaces on the PROPOSAL form(s). Bids that do not acknowledge receipt of all addenda may be rejected as being non-responsive. Information regarding the status of addenda may be obtained by contacting the Department of Engineering at(817) 871-7910. I Bidders shall not separate,detach or remove any portion,segment or sheets from the contract document at any ` time. Bidders must complete the proposal section(s)and submit the complete specification book or face rejection of the bid as non-responsive. It is recommended that the bidder make a copy of the forms included in the Minority and Women Business Enterprise section for submittal within the time-line stated below or the bidder may request a copy of said forms from the City Project Manager named in this solicitation. SUBMISSION OF BID AND AWARD OF CONTRACT This document is designed as a single construction contract. The proposal has been separated into two unit,UNIT 1: Section A—Water Line Improvements and Section B—Sanitary Sewer Line Improvements, and UNIT II: Section C- Alternate A and Alternate B. Award of contract, if made, shall be to the responsive bidder for BOTH units and all sections and alternatives. The prospective bidder must submit their bid for the TWO units,all sections and complete the Bid Summary on Page B-27. In accord with the City of Fort Worth Ordinance No.15530,the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the office of the City Secretary. The bidder shall submit the MBE/WBE UTILIZATION FORM,SUBCONTRACTOR/SUPPLTER UTILIZATION FORM,PRIME CONTRACTOR WAIVER FORM, GOOD FAITH EFFORT FORM(with"Documentation")and/or the JOINT VENTURE FORM as appropriate. The Documentation must be received 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 City received the Documentation. Failure to comply shall render the bid non-responsive. The managing department for this project is the Department of Engineering. 4 PART A COMPREHENSIVE NOTICE TO BIDDERS k For additional information,please contact Mr.Joseph Bergeron,P.E.,Project Manager,City of Fort Worth-Department of Engineering at(817)392-2384, and/or Mr. Charles H. Leist II, P.E.,Project Manager, Stream Water Group,Inc. at i (817)446-4171. w CHARLES BOSWELL MARTY HENDRIX CITY MANAGER CITY SECRETARY P.E.,Engineering Manager, Department of Engineering, Engineering Services Division Advertising Dates: 06/15/06 06/22/06 f I I 1 f 1 i SPECIAL INSTRUCTIONS TO BIDDERS 1) PRE UGLIFICATION REO UIREMENTS: All contractors submitting bids are required to be prequalified by the Fort Worth Water Department prior to submitting bids. This prequalification process will establish a bid limit based on a technical evaluation and financial analysis of the contractor. It is the bidder's responsibility to submit the following documentation: a current financial statement, an acceptable experience record,an acceptable equipment schedule and any other documents the Department may deem necessary, to the Director of the Water Department at least seven(7)calendar days prior to the date of the opening of bids. 1, a) The financial statement required shall have been prepared by an independent certified public accountant or an independent public accountant holding a valid permit issued by 4 an appropriate State licensing agency and shall have been so prepared as to reflect the financial status to the submitting company. This statement must be current and not more than one(1)year old. In the case that a bidding date falls within the time a new statement is being prepared, the previous statement shall be updated by proper verification. b) For an experience record to be considered to be acceptable for a given project, it must reflect the experience of the firm seeking qualification in work of both the same nature and technical level as that of the project for which bids are to be received. I c) The Director of the Water Department shall be the sole judge as to the acceptability for financial qualification to bid on any Fort Worth Water Department project. I d) Bids received in excess of the bid limit shall be considered non-responsive and will be rejected as such. 5 e) The City, in its sole discretion, may reject any bid for failure to demonstrate experience and/or expertise. t f) Any proposals submitted by a non prequalified bidder shall be returned unopened,and if inadvertently opened, shall not be considered. g) The City will attempt to notify prospective bidders whose qualifications(financial or experience)are not deemed to be appropriate to the nature and/or magnitude of the project on which bids are to be received. Failure to notify shall not be a waiver of any necessary prequalification. 2. BID SECURITY: A cashier's check,or an acceptable bidder's bond,payable to the City of ` Fort Worth, in an amount of not less than five(51/o)percent of the largest possible total of the bid submitted must accompany the bid,and is subject to forfeiture in the event the successful bidder fails to execute the Contract Documents within ten(10)days after the contract has been awarded To be an acceptable surety on the bid bond, the surety trust be authorized to do business in the state of Texas. In addition,the surety trust(1)hold a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations ipermitted 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 I 09/10/04 1 f I r, of Texas and is the holder of a certificate of authority from the Untied States secretary of the ` treasury to qualify as a surety on obligations permitted or required under federal law. Satisfactory proof of any such reinsurance shall be provided to the City upon request. The ' City, in its sole discretion, will determine the adequacy of the proof required herein. t 3. BONDS: A performance bond, a payment bond, and a maintenance bond each for one hundred (100%)percent of the contract price will be required,Reference C 3-3.7. i 4. WAGE RATES: Section C3-3.13 of the General Conditions is deleted and replaced with the following: I (a) The contractor shall comply with all requirements of Chapter 2258,Texas Government i Code,including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258, Texas Government Code. Such prevailing wage rates are included in these contract documents. (b) The contractor shall, fora period of three 3 p (3)years following the date of acceptance of the work,maintain records that show(i)the name and occupation of each worker employed by the contractor in the construction of the work provided for in this contract; and(ii)the E actual per diem wages paid to each worker. These records shall be open at all reasonable hours for inspection by the City. The previsions of-Right to Audit,-undut paragraph T.of SoctikIX'CI: ft0PlcMentUY C[Aditiaas'r0 Part C:—Ger3e.mt Conditions,pu.TUtin to 1-.s (c) The contractor shall include in its subcontracts and/or shall otherwise require all of its subcontractors to comply with paragraphs(a)and(b)above. (d) With each partial payment estimate or payroll period,whichever is less, an affidavit K stating that the contractor has complied with the requirements of Chapter 2258,Texas Government Code. The contractor shall post the prevailing wage rates in a conspicuous place at the site of the project at all times. 5. AMBIGUITY: In the case of ambiguity or lack of clearness in stating prices in the Proposal,the City reserves the right to adopt the most advantageous construction thereof to the City or to reject the Proposal. 6. BIDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas. 7. NONRESIDENT BIDDERS: Pursuant to Article 6018,Texas Revised Civil Statutes, the City of Fort Worth will not award this contract to a nonresident bidder unless the nonresident's bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder to obtain a comparable contract in the state in which the nonresident's principal place of business in located. I f 09/10/04 2 t I i "Nonresident bidder" means a bidder whose principal place of business is not in this state, but excludes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. This provision does not apply if this contract involves federal funds. The appropriate blanks of the Proposal must be filled out by all nonresident bidders in order for the bid to meet specifications. The failure of a nonresident contractor to do so will automatically disqualify that bidder. 4' k 8. PAYMENT: If the bid amount is $25,000.00 or less,the contract amount shall be paid within forty-five(45)calendar days after completion and acceptance by the City. t 9. AGE: In accordance with the policy("Policy"))of the Executive Branch of the Federal Government,Contractor covenants that neither it nor any of its officers, members, agents employees,program participants or subcontractors, while engaged in performing this contract, shall,in connection with the employment, advancement or discharge of employees or in connection with the terms,conditions or privileges of their employment, discriminate against persons because of their age except on the bases of a bona fide occupational qualification, retirement plan or statutory requirement. Contractor further covenants that neither it nor its officers,members, agents, employees, w subcontractors,program participants, or persons acting on their behalf, shall specify, in solicitations or advertisements for employees to work on this contract, a maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification, retirement plan or statutory requirements. i Contractor warrants it will fully comply with the policy and will defend, indemnify and hold ► City harmless against any claims or allegations asserted by third parties or subcontractor against City arising out of Contractor's and/or its subcontractors'alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this agreement. 10. DISABHATY: In accordance with the provisions of the Americans With Disabilities Act of 1990("ADA"),Contractor warrants that it and any and all of its subcontractors will not unlawfully discriminate on the basis of disability in the provision of services to the general public, nor in the availability, terms and/or conditions of employment for applicants for 4 employment with, or employees of Contractor or any of its subcontractors. Contractor warrants it will fully comply with ADA's provisions and any other applicable federal, state and local laws concerning disability and will defend, indemnify and hold City harmless ' against any claims or allegations asserted by third parties or subcontractors against City arising out of Contractor's and/or its subcontractors'alleged failure to comply with the above referenced laws concerning disability discrimination in the performance of this agreement. 11. MINORITY AND WOMEN BUSINESS ENTERPRISES: In accord with City of Fort Worth Ordinance No. 15530, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of f the Ordinance can be obtained from the Office of the City Secretary.The bidder shall submit the MBE/WBE UTILIZATION FORM, SUBCONTRACTOR/SUPPLIER UTILIZATION 09/10/04 3 i FORM,PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM("with Documentation')and/or the JOINT VENTURE FORM as appropriate. The Documentation must be received by the managing department no later than 5:00 p.m., five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall r' render the bid non-responsive. Upon request,Contractor agrees to provide the Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise(MBE)and/or women business enterprise(WBE) on the contract and payment thereof. Contractor further agrees to permit any audit and/or examination of any books, records or files in its possession that will I substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of I facts(other than a negligent misrepresentation)and/or commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate Federal, State or local laws or ordinances relating to false statements. Further, any such misrepresentation of facts (other than a negligent misrepresentation)and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three(3)years. 12. FINAL PAYMENT ACCEPTANCE AND WARRANTY; l a. The contractor will receive full payment(less retainage)from the city for each pay period. b. Payment of the retainage will be included with the final payment after acceptance of the project as being complete. C. The project shall be deemed complete and accepted by the City as of the date the final punch list has been completed, as evidenced by a written statement signed by the contractor and the City. d. The warranty period shall begin as of the date that the final punch list has been completed. e. Bills Paid Affidavit and Consent of Surety shall be required prior to final payment becoming due and payable. f. In the event that the Bills Paid Affidavit and Consent of Surety have been delivered to the city and there is a dispute regarding(i) final quantities,or(ii) liquidated damages, city shall make a progress payment in the amount that city deems due and payable. I g. In the event of a dispute regarding either final quantities or liquidated damages, the parties shall attempt to resolve the differences within 30 calendar days. I t 09/10/04 4 I SPECIAL INSTRUCTION TO RIIllJI]1LRS (TRA NSPQRTATiIt` N AND PUBLIC WORKS) 1, BED SE UR TY: Cashier's i l:h=k or an aQcc ptnble biddar's boned payablo to the City of Fort North, in an omOua] Of 1101 less thin live:0%° per cent of the total of the bid suhrnitted must accompauy Iltc bid,and is .9ubjec:t to forfeit in the event the successhil bidder fai is.to e;xeaute the contract cloournenIs within ten (10)days alter the contract has been awarded. To he an acceptable surety on the laid bored, the surety mast be authorizes#to do business it the state ofTexas. In addition, the surety MU91.0) hold a certificate:of authority from the United States seoretary of the treasury to qualify as a surety on obligatiops permitted or required under federal taw; of(2) have oblainad minilurance fbr any iiahi lit}in excess of $100,000 from a minscrrer that is auIh4arizcd and admitted as a reinsurer in the state ofTexas and " the 1101 der of cerlifIcate of autheri1Y from t11e United States seormry of the treasury !o qualify as a surety en obligations pernnattcd or required undcr'federal law. Satisfactory proof of any such reinsurauc c shalt be provided W the City upon request, The City, in its sols discretiela, will deWmiine the adequacy of the proof required herein- 2. P 3'14Y _N_T PERFORMANCE AND MAINTENANCE BON Tht successful bidder crAcring into a contract Mr the work will be rvquirml tb give the City su ty in a sum equal Lo the amount of the contrk( awarded. to this costncction, the successful bidder shall be required to furnish ti performances band and a pay:neni bond, bnih in a sum equal to the amount of thew contrac:E awarded. The farm of the: bond shall be aR licre;in provided and the surety shall be acceptable, to Ilse: Cily. All bonds Furnished hr-rounder shall meet the requir'cments of Chapter 2253, Texas Govcsrnmerrt Code,, in order ftrr a surety to be-ac;ccptabla [a the. City. the surety must (l) hold n c:ertificale of authority from the United States se=crotnsy of the: treasury to qualify as a surety on obligations permitted or required under lede;ral law, or ( ) have obtained reinsurance for any Iiabiltty in excess of$100.000 from a reinsurer that is authorized and admitted as a reinsurer in the stags of Texas and is the holder of a cexti}'ecate ref authority f oirn Ilio United States scorclary Df the lreastrry to qualify as a surety on obligations permitted or rNuired under federal law. Satisfactory proof sof any su h reinsunmce Tall he provided to the City upon request- The Clty, in its sate discretion, will determine Me adequacy of the proof requires] heroin. The City will amcpt nn auretiet who ere La deWII or del irrquenl on any bands or who have an interest in any litigation against the City. Should any surety On the contract be debermincA unsaIisfactory at ally lime by the City, notice w II be given to the oontractor to IhaI effect anef the contractor shall i run,ed iate ly provide a new surety satisfactory to the City. If the contraol amount is in excess or$25,000, a Payment Bond shall be executed, its the amount of the contract, solely t'or the pi�OttetiOn of ail claimants supplying labor and Malerials its the prosecution of the work. If[lie c:ontr'act amarant is in exoss ef$1o0,I7oo, a Performance Bond shall lie executed, in the au3ount of`the contract conditioned On the faithful performance of the work in aworclance with the plans, sPeeiftations, -and con(Mct docurilenls Said bond shall solely be for the protection of the. City of Fell Wart, AAI contracts stall require is mainlcnance bond in the amount of one hundred percent (100¢%0) n!'the original contract amount to guarantee the work For a period or(%yo (2) years after the date ofacceptanoo of'the pry ieal from defects is worknsamCp ancifor ins ierial. 3, 1,10MAIM DAMAGES: The Ceantractor's attention is called to Part 1, Item 3, paragraph 8,t'i, of Clic"Getiertil Provisions"of die Stavdiird Specifications For Conslruellon of the Ci Ly of Fort Worth, Texas, cOncenling liquidated damages for [are completion of pwj eats, 4. A11'IHIGUM In caFc of ambiguity or lack of cleamen in stating prices in the propasa1. the Ci resrrves the right to adopt tht- most advanfageous construction [hereof to the City(),' to reject Ilia proposal. S. EMPLOVMENT: All bidders wit) be required to comply with City Ordinance No. 7278 a* amcaded by City Ordinance No. 740€1(Fort Worth City Code Section 13-A-21 illrough 13-a- 29)prohibiting d i suriminat ion in empioyxmttl practice. G. WAGE RATES. Se:cGon 8,8 cpf the Standard Specifications fbr Streel and Stora Drain C ousiruc#ion is deleted and replaced with the following; (a) T]Ye:contractor stall comply w i I h all requirements ofC.haptcr 2258,Texas Government Code. including the payment of not less than the rates deteemincd by the City Council of clic City of Fort Worth to be Ilic prevailing wage rates in aLvoTda nee +with Chapter 2258, Texas Govcrnmeni Codc. Such prevailing-wage rates are inelude:d in these ct)ntract docthtucnts. (b) The contractor shall, for a period of Ibree (3) years rel lowing the date of acceptance bf the work, maintain records that tdlow (i)lite: name and occupation of each worker employed by the contractor in.the Construed on of[lie work pri)vided for in chis CQntract; and (ii) the actual per diem wages paid to each worker. These recGrda shall be open at aIi reasonable lit)urs for im Auction by the tlily, The pmvision3 of the special provisjon titled "ftht to Audit"pertain to this inspcc:iion. (c) The contractor shalt include in its subcontracts and/or shall otherwise require all of its suhenntractom to Mmpiy with paragraphs(n)and (b) above, (d) With each partial payment estimate or payroll period, whichever is less,an affidovic staling thilI the contractor has con)plied wi111 the requirements of Chapter 2255.Texas Goverlimunt Cade. (e) ` he coalractcr shall past the prevai ling wage rates ill a conspicuous place al the site of the;project at all tunics. Section 8.9 of the Standard Specifications for Slut and Storm Drain Cortsiruc:t[on iB hereby �eletcd. 101271€.14 2 7, FINANCULL STATE ll NT: A current certified financial statement may be required by the Departme;nI of Enginee;ring if required for ttse by the CITY OF FORT WORTH in determining the 9ucoessruI bidder. Th.is-stule ment, ifrequiresd, is to be pt'eprtred by an indrpe:ndenI Pub]it: Accountafil holding a valid permit isNued by an iippropriate State Licensing Agency. S. INSURJL4C:E: Within ten (10) days of receipt of noticr,of award 0f concrae% the C orjtrac:t�r must provide, along with executed Contract dKunacnts-and appropriate bank,proot`of imuranoe for Worker'r%C'ompesnsation and Comprehensive:Caenerai Liability [Bodily [nj u ry- S500,000 each person, $1,000,000 each occurrence ($2,000,000 aggregate Iimil); properly Damagc - S250,000 each Occurrence). The City remerves the right to re;que:et arty otht;r insmmrlele a overages as may be required by each individual ptoject, 9. ADI-ITIGNAL FNSl-RALNCE REOUIREMENTS- a. The Crity, its officers; ornployeses and servants shall be endorfcd as an addil ional insured On C<011tt-9001's iusurance penlicie:s excepting employer's liability insurance-coverage under Cont workers' c€rnivnsation insurance policy. b. Certificates of insurance shall be dciiverud to the City of Fort Worth, contract aadminisirstor ut tine respective deoartment-as specified in the bid docurnents, 1000 Thruckmorton Strect, Fort Wordy,TX 76-1 02, prior to commcnce:ment of work on the contracted project, i c. Atiy failure on part of the City to Mque:sI requircd inEurance doaumentariM shall not constitute a vv�ivezr of the insurance ivquireme=nLs specified herein. d. Fadi insurane;: policy shall be cudorsed to provide aIle City a minimum thirty dayat notice of cancellation,non-renewal, andlcar material change in policy terrmr or coverage. A wn days notice shall be sceeptahle iu the event of non-payment-of premium. e. tnsurers must he aulhuriaed to dei business int the State orTexas azW have a current A.M. Best rating or A. Va or equivalent measure of financial strength and soly .ncy. F Deductible limits, or self-faun&& retention limits, on each policy must not exceed $1O,g00.00 per occur nce unless uthe mbse approved by they City, g. Other than worker's cornpansa#ien iutiurance, in lieu of traditional insurance:, City may ronsidar alternative coverage or rxak treatment measures through insuran pools or ripk retention groups, The City must approve in writing any aSimative caverago. h_ W6rkeW cnmpcausation insurau policy(s)covering employees c mployod ort the project shaiI be endorsed with a-waiver ofsubrogation providing rights ofrecovalyin favor nftItc City, L City shall not be responsible fir the direct payment of insurance; premium costs for contrnutrsr'a insurance, j. C ontractoes basurancc pDHcics shall cacti he endo'rsod to provide that such insurance is primary protection and ally self-funded oi-commercial cov ge;maintained by City shall not be co I led upon to contribute to loss recovery. ID/2VO4 k. h the course of the project, Contrautor alxstl report, in a limely manner, to Dily's pfPzcially desip:iled contract adrainietretop,aey-known less o=urrcncc*which could give rise to a IiabiIily claim or lawsuit or which could rastilI in a property lass, Contractss 'x liability shaij nvl be limited to the sped lied amounts of insurance required herein. m. Upon the mguew of City, Contractor shill provide complete copies of al insurance Policies.req„ired by these contract documents. 10, NONKES>(DENT BIDDERS: Pursuant to Ail Me 601 g, Texas Revised Civil Statutes, the City afFoil Worth will not award this contract ro a non resident bidder unless the nunresident's hid is lower than the lowest bid submitted by 4 responsihle Texas resident bidder by the same amount that a'1'exas resident bidder would be required 10 underbid a nonre&idei tt bidder to obtain a comparable contract in the state in which the nor resident's principal /dace arbusiness is located, "NonmsidenI bidder*' means a bidder whose principal paacc ofbusincss is not iPi this stale, but excludes a contraclor whose ultimate parosiI company or rnajoriiy owner has its principal PWe ofbuaisiess in this slate. "Texas resident hiddor"means a bidder whose prineipai Plaod-of bwiinot;s is in tura state, and includes s cuntractm-whose ultimate psrregt company or majority iowner#tins its pflncipxl place ofbus ims in this stale. This provision does sknl :apply if I his contract involves federal funds. The appropriate; biaaks of the Proposal inttst be felled out by nil nonwraesidenl bidders in oidcr for its bid to ineet spec iliaal tons. The Failure of a ria=sidew contractor to do so will automatically disqualify that biddar. l l. NIIl'lO'it1tITY AND WOMEN BUSINESS ENTEItPR.ISES: In an accord with City of Fort Worth Ordinance No. 15530, the City of Fort Werlh has goals R)r the participation of minaft business e3t1erprises and women btmine,,9 enterprises in Chy contracts. A Copy of Lhe Ordinance can benbudaed from the Office of the city Secretary. Tbc hiddcr shall submit the MBEIWHE UTlLl?,A'n0N FORM SUBCONTRACTOR/SLIPPUER UT11JZATlON FORM, PRWE CONTRACTOR WAIV]7--R FORM, and/or the GOOD FArrH I rF"FORT FORM ("wicls Uucuracnlalion"} and/or tU�JOINT VENTURE 1+ORM as appropriate, The Documentation must be received by the managing department no later than 5;00 p.m., five, (5) City business dayN after the bid opening date. The bidder shall obtain a receipt fr9m the al5gr0priate employee of the managing deparimm to whum delivery was made. Such receipt shall he evidence That the documentaliou was received by the City. Faijurf, 10 comply shall render the bid non-responsive. Upon request, Ocnlractor agrees; tU pnrvide the Owner cornplcte and accurate iufuratntion regarding actual weal- perf`ormad by a minDritY business ealcrprisc (MBE) andlor woman buain s ent iio�e (WB E) an the Coll lfact and payment (hereat; Contractor fu Ober agrees to l t W04 4 permit any audit andVor examination of any basis, recor& or files in, its possession that will substantiate the actual work performed by an M HE' and/ar WBE. The rilis represcutai ion of facts (othe=r than 3 negfigenl raisrepreseriwiion) and/or commission of fraud by the Contractor will be grounds for termination of the contrain and/or initiating action under apprnpriate Foderal, State or local laws or c-)rdinaricys relaying to false state=ments. Further, any such misrepreaerttaiion facts (otlwr than a negligent rrsisrepte eniaiion) and/or commission of fraud will tesuII in the Contractor being determined to he irmsponsible and lsarrcd From l3articipating W City work for a period of time of riot less that Three ( ) years. 12. AWARD OF CQNTR&t T: Contract w i I I he awarded to the lowest responsive bidder. The City reserves IIrc right to reject any and/or tali bids and waive ony and/or a I I irregularities. No bid may be withdrawn until the expiration of ninety (90) days from tho elate the A /VME UTIL17AT ON FOIt.[,d, PRIME CONTRACTOR WAIVED FC}Rh+f, GOOD FAM EFFORT FORM, andfor(lie JOINT VENTURE VORM ("Documentation") as appropriate is received by Iht City, The award ofcontraci, if made, will be within ninety (90) days after Ihis docunienIation is received, buI in no case will the award be made until all the= responsihiIity of the bidder to whom ii is proposed to award the contracl has been verified. 13. FAICMENT: The Contractor will receive-lull payment (minus retainage) from the Cily for all work for eaeh pay period. Payment ofthe remaining arnotint shall be made wit 11 the RftsI payxnuut, and ujxln accepWpe of the project. 14. SNDA: Bidders arc rtsponsible for obt13iniiig a I I addends to the contract documents Prior to the bid receipt time and acloio k :dging them al the bare of bid receipt. Information regarding the Mat us of addenda may be obtained by contacling the plates desk of the Department of Engineering Con sl ruction Division at (817) 871-7910_ Bids that so not acknowledgo all applicable addenda may be rej;c:icd as agg-responsive. 15. CONTRA TOR!U0MFL1AN E WffEl WORKER 1 COM-PENSAIMN LA A. Workers Compensation Insurance Coverage a, Definitions: Certain 0fcoverage ("certificate"). A copy of a certificate of`insurance, a certificate of aWhority to sef I-insure issutd by the c[nirrfiss ion, or s coverage agreement (T CC4:1, TWCC-$2, TWCC-83,or TUWCC-84), she}wing statutory worker's compensation insurance c*vcr$ge for the person's or entity's employees providing services au a project, for the dw-aflun of Itie project, Duration of the project-includes the time front the beginning of the work on the project until (ire coutractor`s/person's work an the prej eel has been completed and accepted by the goverrunental entity, Persons ptoviding services on the project Nubcontractor" in 5406.096)-includes all porson9 or entities perf'nnning all or part of the wrviccs Ilxc contractor has undertaken Io perform on the pmi=l, rcgard less.a f whether Ris ear poison contracted directly with the contractor and regardless of whether chat person has employes. This includes, without limitation, iridependeni contractors, subcont MV tors, leasing companies, motor carriers, owner-operators. employees of any suc.h-entity, or 10/27/04 � empJOyCC$Of any OUT ity, whirl) furnislres pCn3ons to provide scrvices on the project. "Services" include, without Iimitatinn, providing, haatling,ar dclivcdag 4quipmenI or materials, or providing lamer, Imnsport_alion. or toner services:related to a project, "Services" does not include activities unrelated to the project, suc1) as foo beverage vendors,of ice supply deliveries,arrd delivery o€`portable-toilets, h. The contractor shall provided coverage, based on-proper r, }porting of ciassiNalion cedes and payroll arnoun(R and filing of any c ovcrage agroements, hick mets the.stalulory requircinents of Texas Labor Cock, Section 401.011 (44)or all employees of the con tractor providing services on the ProsW, for tete duration of the project. c. The Coatractor must provide a c of cate ofcoverage to the govemmcnml entity }prior to being awardW thezowract, d; If the cnvernge period shown od the contractor's current certificatr of coverage enols during the duration of the pmjcw, the contractot roust, prior to the end of the coverage period, fife a new certificateofcpveraGge with tho govon=etttul entity showing that coverage: has been weaded- e. The contractor shell obtain from eadh person providing services on a project, and provide to the govommcntal entity: (l) a ccriif c.ate sit'ooverage, prior to that person beginning work on the project, so tlKe governmental otttity will have on filo certifice#es of coverage showing caveragc For All perRem;providit g services on the projim, end (2) no later than ReVCtt days after receipt by the contractor,:i new certificate et' coverage showing nxtensiOil of coverage, if the coverage period shown an the current certificate of coverage ends during the-duration of the project. f. The Coatractor shall retain ail required certificates i>fcoverage for the duration of Ilse project and for one year thereafiar g. The contractor shall notify the gaventmorItal entity in writing by certified mail or personal delivery, witMn ten (10)days after the contractor mew or should have known, of any change that material ly affects the provision of coverage of any person providing services on the project, h. The contractor shall post on each project site;i notice, its the text, form and mamidr prescribed by the TexasWorker's Compensatioti Commission, infoixtting all persons providing services on the, project Haat they are required 10 he covered, and stating }tow a pagoin May verify coverage and report Iack of coverage. 1. The contractor slxafl contrmctuolly require caeh person wiEli whom it contracts to provide sin-vices on a project, to. i (I) provide c€avdrage, based on proper report ing on ciassifica#ion codes and payroll amounts and filing Or any-co verage agretments, which meets Ilse 1012 7!04 6 statutory requit'Mcnts of Texas €abor Co Section 401.011 (44� for ail of its employees providing servieeun she prajec;l, for the duration of the proj cc t, (2) provide to lhe:contractor, prior to that person beginning work on #lee project, a certificate of coverage.shOwing that coverage is.being prov]ded for ail employees of Che peINOn providing services on the pro*t, for the damt ion of the-project: (3) provide the Contractor, prior to the and of the;covorage:period,a new certificate of coverage showing extemion of coverage:, if the coverage period shown on Che current certificate of coverage ends during the duration of the project; (4) nhlain fro;tt each other pvrsan with whore it canttacU, and provide to the ce�tttl'ae:tor: i (a) a certificate of coverage, prier to the other person beginning work on I he prcie;;t; and (it) a new cortificale,of coverage stiQwing exten-kon of coverage, prior to the ettd of the covcrage period, if 111 coverage period shown on the cUrretls c01ti12cate of coverage ends during the duration of the: projCC1, (5) retain all required certificates of coverage on Dile for the dumt ion of the project and for one year tl teA ftcr. (G) notify the govenmilontal enlily in wiring by certi tient mail or personal &livery, within ten (10) dab afker the person knew or should have known, €f eeny changt'that materially affects thr, provision of cove rage of any person providing spices on the prajee:t, and (7) contracluatly require esar,h purson with whore it contracts, to perform as required by paragraphs (1) - (7), with the certificates ofcoveine tc he pmAdcd to the person For whnm they are providing services. i j. By signing this con IracI or providing or causing to be provided a certificate of Cnvcragc, the cant raclor is rvpresettting to the goverimtentaI entity that a]I employees of IhC contractor who will provide;services.on the project wiii be covered by worker's oGmpewtion coverage hir the dural ion cif the project, that the coverage will leased on proper reporting ofolassificaiion codes and pavrolI aruounls, and that all coverage agreements wiii be filed with the appropriate insurance carrier or, in the ruses ofa sea r insured, with the cOrnmission's Diviaian of Se f-Imurance Regulation, Providing false or misleading lnforrnation may gubjmt the contractor to adtrdnistrative, criminaI, civil pcnallies or other civil actions. k. I7te contractor's failure to cortkpiy wi1lt any of these;provisions is a breach Qf contract by ilie contrnctor docs not remedy the breach within ten days after receipt of notice-of breach from the governmoatal entity. i B, The contractor shall post a notice on each Project site informing all persons providitag rices on the project that the} are required to be covemd, and stating liow a pergoly may Verify current covarage and report failure to pr6vide coyc,age, Phis.notion sloes net satisfy other posting requirements itnposed by the Texa% Worker's Compensation Act or other Texas Worker's Comptnsat ion Cnttttnission rules, This notice must be printed w ith a t itle i 1 al feast 30 point bQId type and text in at least 19 point normal ;yore, and shall be in bath English and Spauish and atIV outer language common to the worker papulation. 'Che tcxl Vor the not shall be the fol owing text, without any additional words or uhangas: "RHQUM D WORKER'S COMPEINSATION COVERAGE" Tile law requires that each person work-img c this siik:or providing services related to this construction project must be covered by worker" compensation iusuranee. This ineludcE, Persons pmvidins, hauling or delivering equipment or materials, or ptoviding labor or trampurtadon or other service: related to the project, regardless afthe i&ntity 0(Iheir employer or:3iatun as an employee", Call the Texas Warkcr's Coniponsation Commission at 512-440-3789 to receive information on the lagaI mquireruexat for coverage, to verify w he:theryour ernpluyer ha$i pruvided the required coverage, or to rep-ori all emplvyrr's failure to provide oovcrage"; 16. NON 1' ISCRDTINA'I'ION. The ocintraaIor shaII not discriminate against ally person or persons because of stfx, rare, religion. color, Qr national origin and shall comply with the pmvisiuns of Cily Ordinance 7279, as amended by City Ordutancc 74GO (Rorl Worifi City Code Soctioms 13A-21 through 13A-29), prohibiting di.Ncrinunati«n in etttpinyment practices, J 7, l-D R INATIO ' In accorcinn c with the policy("Palley") of the Executi ve Brandi of the federal government, oontraolur covenants that neither it tior any of its ofliccrs, member, agents, or employees, will engage in performing this contract, shall, in connection with Ilse oraplopmmi, advanccment or discharge ofemployees or in connection with the terms, conditions or privileg of their cmploy menf, diseriminat�against person because of their age except on the basis o F a bona fide-oc:cupatianal quali€'tcation, retirement plan or Mstutory requiroment. Coatractor further an nants that neither it nor its officers, mcrnbea-s, agrnt�, or employees, or person acting on their bcIlliIf, shall specify. in W ki tations or sdvertisenrents for amplpyces W work on this Con Iract, a maximum age Iimit ({}r such employment unless I he sOecifed Maximum age f.€mit is based upon a bona fide f ccupatiolt ,Ij qusliticatiom., relirenlent pian or statutory req uirem=t, Contractor w$rrants it will rAIy comply with the Policy and will defad, indemnify and hold City harmless against any and all claims or 01legations asseried by third parties agai ;st City arising;out of Contractor's alleged failure to czPnply with the above referenced policy+ coucerni1tg age discrimxt#aiiort in the perromancc of this Contraot. i S. DISC M INA!rION DUE TO DISABI11TY: In accordance with the pmvisions of the Americans with Disabilities Act 0 1990{'AI' "), Cont raetor warrants dist it will not unlawfully disc:tirdinmm on the basis ofdimbiliiy in ;hc provision ofservieeos to the geheral public, tier in the availabiIity, terms and/or ronditioms of employment fbr applicants for errrploymenI with, or current employees of Com raclor warrants it wiiI fuliv 10127104 comply with ADA`s provisions and any caller applicable tcderal state and Iocai laws c:onceming disability and will dell nd indemnify and hold City harmless agaiasl anY claims or allegations asserted by third parties against City arising out cf Com rac tor's sfl'090-ci failure to cnrnply with the above-referenced laws concerning disability di,4edminatton in the perForrnanee of this Contract, A PRO CRESS,FAY NTS FIN A] PAYMENT PROJ1:CT ACCLFTANCE AND A a. 'T ,e contractor will receive full pay�enl (less retaakago) from the city fol-aacl� psy period. h. Payment of the retaiftagc will ho included with the IinaI paymrral after aec.eptatnce cif the project as bting cook-le. c. T'hc project shut] be deemed complete and a"epted by file City a�,of the date the tical punch list lens been cotnpfefed, .38 evidenced lfy a written-statement signed by the conaractot and the City, d. The v4warrwiLy period shall begin as of thu slate (hal fhr:fmal punch iisl has been completed. r. Bills grid Affidavit aMI COWent of S arrely shall be requitrd prir}r to 611.11 paymetll becoming due and payable. f, In the rvona 11)ul the Bills Paid AlTidaviI and Consent of Surety lave been doIivcred to the city and Ihure is a disputu regarding(1) final quantities, or(i i) liquidaW damages, city shall make a progress payment in the amount that city deems duc fled parable, M. In the evew of a dispute regarding eitho final quan ities or liquidated damages, the parries shall atwmpl arr resolve the dif ences within 30 calendar day,. i { I #{1dW-04 I � i - i i I C CONFLICT OF INTEREST DISCLOSURE ItE UIREMENT Pursuant to Chapter 176 of the Local Government Code, any person or agent of a person who contracts or seeks to contract for the sale or purchase of property,goods,or services with a local governmental entity(i.e.The City of Fort Worth) must disclose in the Questionnaire Form CIQ ("Questionnaire"}the person's affiliation or business relationship that might cause a conflict of interest with the local governmental entity. By law,the Questionnaire must be filed with the Fort Worth City Secretary no Iater than seven days after the date the person begins contract discussions or negotiations with the City,or submits an application or response to a request for proposals or bids, correspondence,or another writing related to a potential agreement with the City. 4 Updated Questionnaires must be filed in conformance with Chapter 176. 1 A copy of the Qdestionnaire Form CIQ is enclosed with the submittal documents. The form is also available at http:l/www.ethies,state.tx.ns/forms/CIO.pdf If you have any questions about compliance,please consult your own legal counsel. Compliance is the individual responsibility of each person or agent of a person who is subject to the filing requirement. An offense under Chapter 176 is a Class C misdemeanor. f } I f f i CONFLICT OF INTEREST QUESTIONNAIRE FORM CIQ For vendor or other person doing business with Total governmental entity f This questionnaire is being filed in accordance with chapter 176 of the Local OFFICE USE ONLY Government Code by a person doing business with the governmental entity. Date Received By law this questionnaire must be filed with the records administrator of the local government not later than the 7th business day after the date the person . becomes aware of facts that require the statement to be filed. See Section 176.006, Local Government Code. i A person commits an offense if the person violates Section 176.006, Local Government Code.An offense under this section is a Class C misdemeanor_ 1 Name of person doing business with local governmental entity. I F] Check this box if you are filing an update to a previously filed questionnaire. (The law requires that you file an updated completed questionnaire with the appropriate filing authority not later than September 1 of the year for which an activity described in Section 176.006(a),Local Government Code,is pending and i not later than the 7th business day after the date the originally filed questionnaire becomes incomplete or inaccurate.) I Describe each affiliation or business relationship with an employee or contractor of the local governmental entity who makes recommendations to a local government officer of the local governmental entity with respect to expenditure of money. /00 Al-e, f 4 Describe each affiliation or business relationship with a person who is a local government officer and who appoints or employs a local government officer of the local governmental entity that is the subject of this questionnaire. i r I/0 i l I Amended 01/13/2006 I I ' I I CONFLICT OF INTEREST QUESTIONNAIRE FORM CIQ For vendor or other person doing business with local governmental entity (Page 2 i S Name of local government officer with whom filer has affilitation or business relationship. (Complete this section only if the answer to A,B,or C is YES.) This section, item 5 including subparts A, B. C & D, must be completed for each officer with whom the filer has affiliation or business relationship. Attach additional pages to this Form CIQ as necessary. A. Is the local government officer named in this section receiving or likely to receive taxable income from the filer of the questionnaire? EjYes � No B. Is the filer of the questionnaire receiving or likely to receive taxable income from or at the direction of the local government officer named in this section AND the taxable income is not from the local governmental entity? �. FlYes No i C. Is the filer of this questionnaire affiliated with a corporation or other business entity that the local government officer serves as an officer or director, or holds an ownership of 40 percent or more? t i Yes F—] No I D. Describe each affiliation or business relationship. I f 6 Describe any other affiliation or business relationship that might cause a conflict of interest. 7 r (� !' Ignatum of person doing business with the governmental entity Date 1 Amended 01/1312006 PART 11 BE SPECIFICATIONS PROPOSAL FoRT WORTH City Of ■ rtWorth - I ry-Ill li'll I 511 V f� Minority and Women Business Enterprisepecifications I. . SPECIAL INSTRUCTIONS FOR BIDDERS- UNIT I & II ALT. A AP_PLf ATION_0F P0UCY If the total dollar value of the centfact is $25,0{0 or more. rhe MIWBE goal is appsicabie- lf the total dollar value of Iha contract is lBss than S25,OOG. the fv(w BE goal is net applirabie- POLICY STATEMENT It Is the policy of the City of Fort Worth to ensure the full and equitable participa lion by Minority and Women Business Errterprlses (iNJ BE) In the procurement of all goods and services to the Olty an a contractual basis- All reguiremuJI15 and reguiafions slated In the CIly's cr,frenl Minority 2 nd Women Business EnlerpN!ie Ortffnmiou-apply to.this bid. I IMBE PROJECT COALS The City's M IBE goal on (bb's project is 3%of the tolal blot(Sale bid applies to Parks and carorr,vnity Services). COMPLIANCE TO 811) SPECIFICATIONS On Clly conlrraos of$25,fjoo or more, kidders are required to eampiy wink tho Intent of the City's MAV 13E Ordlnan06 by either of the Following- 1, I's'le DI or exceed the above stated NINVI3E goal, or 2. Good Faith Effort documentation, or; 3. Waiver documentatlon, or,, 4. Joint Venture, UBMIi'TAL OF REgUIRED POCUMENTAT'ION The aPPI lrable documents must be received by the Managing Department within the followkn times allocatad- In.order for the entlra bid tv be considered responsive#a the cifieauorie. 'F. Subcontfactor Ufflizz tion Farm, if goal Is received by 5:00 p.m., ilve (5) City bw,,lness days afler the.6fd mel orexreeded; a ei,Lp_g_date, exclusive of the f id npenlrk date. 2. Good Faith Effort and Subco ntractot reaelved by 5.00 p.m,. five (5) City businosa bays after the bid Utilization Form, if par#fdpation is less than opening date. exclusive of the bid opening date. stated goall: 3. Good Faith Effort and Subcontractor recelv6d by 6:00 p-m., tive (5) City business days after the bid Utilization Form,if no MiWEE parttclpafian- o enino.date,exclusive of the bid opening date. 4. Prime Contractor Walver Form. if you will recehred by 5:00 p.m., five (5) City buslroess days after the trld p6da m all subconlraclingfsupdler want; a eni ng date, exclusive of the bid openingdate. _ 5. Joint Vanture Farm. if utlflze a joint venture recelved by 5:00 p.m., Five (5) City business days after the bid to met or exc,ped goal. opening Gate, exclusive of the bid opening dMe, FAILURE TO COIAPLY WITH TME CITY'S MANSE ORDINANCE. WILL RESULT IN THE 81CD arMING CON SI0ERE D NON-RESPONSIVE TO SPEC IFFCATfONS Any queAons, phase contact(M MPNBE office at (817) 392-6104. Ray, 11 H 1105 A'rrACHMENT IA-Aid,A Pana 1 of 4 1"ORTWORTH City of Fart Worth ubcontractorsl uppliers Utilization Form- UNIT I & II ALT. A PRIME COMPANY NAME, — — Chad(appilcab re block to ciascribe prlmo 2004 C11° Pavement Rccuiistruclion and Water send Sanitary Sewer ern DATE Mein Replacement, C.ont_rrect 23-DOLE 4912 _ 07-13-US Cily'e MWB EP ujea!Caul: Pibne'&M(W8E RFUJee!Utlfta#ion: Prt0JrzCT NUMBER WaLar-P253-541200607170016783 23°!4 Sawor-P250-54126070T170016763 T TIPW-C200.541200207400167ja3 Identify ail sulb o ntra to rst uppliers you will use on this project Failure to complete this form, Jn its entirety with requested documentation, and received by the Managing Departrnenl cn or before 5:00 p.m, five {5} City business days after bid opening, exclusive of bird opening date, will result ifs the bid being considefed nor}-responsive to hid specifications. The undersigned Of€ervr agrees to enter into .a formal agfeemerlt with the M/WSE flrm(s) listed to this utilization schedule, condilioniad upon execution of a contract with the Lily of FcrlWorth- The intentional arldlor knowing misrepresentation of facts is gT-ou ids-fdr consideration 0 disqualificetic n and will result In the bid boing considered non-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 Tarranl. Parker. Jahrigan, Collin, Dallas, Denton, Ellis, Ka.Lrfrnar7 and Rockwall counties. Identify each Tier level. Tier is the level of subcontracting below the prince contractor, I.e., a direct payment from the prime contractor to a subcontractor Is considered 1' tier, a payment by a subcontractor to Its supplier is considered 2r tier ALL MJ BEs MU ST BE C ERTIFIED BEFORE CONTRADT AWARD. Certification means lhose firm,%, kocated or doing business al the Ilme of bid opening wilhifi the Marketplace, thal have been delermIned to be barcode m1nority or wornun bursirtieasos by the North Central Texas Regional CerVification Agency (NCTRCA), or the Texas Department of Transportation (TQC DOT). highway divlsion. Disadvantaged Business Enterprise (DBE) is synonymous with Mod tylWornen Business Enlerpri8o (MfWBE), I If hauling services are utilized, the prime will be given credlt as tong as (he MiVVBE listed ow5s and operates at least one fully licensed and operational truck to be tised on the contract. The M/ VBE may lease trucks from another MIVMBE firm, including MJUVBE owner-operators. and receive 1r_ill M{4VBE credit, The fvl1WRE may loose bucks from oor1- IMES, includhig owner-operators, buI will only receive credit for tho fees and commissions earned by the M/WBE as.outlined in the lea so agmen an Rev, 5+30(43 FORTWORTH ATTACHMENT 1A-Alt.A Page 2 of 4 Prinws are requVO to.lderrllf ALL subcgnlractorsfsupplWrs,regardless of status;i.e., Minodty. Women.and iron-MIWBE& Please I1st WWBE firms first, us6 additiollal z�higul� If It Ossary, Cartiilcafion SUSCONTRACTORISUPPLIER T (rdt2dk arra) n n Calsrpany Name i N T Detail Detail Addressa h9 w C x M SubrontracOnig Work Suppites Purchased BvIler Am aunt TalephoneiFaRx r B B D W � E r] tj C T E A -Fru�. a r1 *k ROBERT CRr�I\�1DC18 TIiCrCJ�]s�T(; q{(18 Svn&gcr 14 V�aA I 9 ` I , !earl Wc+r11k,-texas 7011 I I J (817)875-7400) U T- + Us b r1 rV,+ COWTOWN RVDI-Mr]X F{,u w{1F6.'rexvL 76181 v(9l7)759•]419 r(8 17.)759.1716 1 Mopurr WrihoPeCompany 344 S. Klrhy SCrse1 €J C3a11P1W.'raxMTL 4)'687.2293 fam(472}T}f•34 d S-e e6 C 'r`tG[ -4-CENT>�'}�31lEnrl+rr;, the. Qct 4-] 01) PO Ras 977 Ll j C f Yeller,Texas'761 3 G (817)346.851 U fox(1317)30fr89.01 NATiCINA1,WATER OIRgSy d v 71 X1 r - yO 13ux 840711[1 DuUE,•CesaS 75284 (w)42-1557 REV HOLDS ASPYLA LT& ,(?w Cf)NS'MUCTFON COMPANY pQ ffi x 370 Elile6s,Te-xa.s 76039 8.}7)267-1111 Rev.x+30M Fou WORT ATTACHMENT IA-All. A ......... Page 4 a f'4 Total Dollar Amount of MM1315Subcontractors/Suppliers 60 Tote Do liar Arno unt of Non-MMeE SubconIra ctors{Suppliers � 00 TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACT 0R1UPPLEBR ] The Contractor will not make addillons, deletlons, or subsfitutian-s to this certified list without the prior approval of the MJnoriEy and Women Business Enterprise Office {1 anager or designee through the submittal of a Request for Approval of ChangolAddl#fon. Any unjustified change or deletion shall be a mat6ria? breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The contractor shall summit a detalled explanation of how the requested changeladdition or deletion will affect the committed M/WBE goel. If the detail exptanstion Is ho( subrrritted, it will affect the final rori�plisnce determinaIion. By affixing a signature to this form, the Offeror further agrees to provide. direct?y to the City upon request, complete and accurate Information regarding actual work performed by all subcontractors., Including MI1+ IDBE(s) arrangements submitted with the bid, The i fferar also agrees to allow an audit and/or examinatlan of any books, records and fJles held by their company. The bidder agrees to altow the transmission of Interviews with owners, principals, officers, employees and applicable subcontractors suppliei-s/contractors participating on the contract that will substantiate the actuat work performed by (he MI IDBE(s) on this contract. by an authohzed officer or employee of the City. Any intentional and/or knowing misrepresenta(ion of facts will be grounds for terminating the contract c debarrnent from City work for a periost of not less than three (3) years and for initiating actions under Federal. Mate or Local laws concerning false statements. Any failure to col with this ordinance and create a matarial breach of contract may result in a determination of an irresponsible Offeror and barred from partio?pating in City work for a period of time riot less than one (I) year. C >' Y— Ayk Ignaturi PrWad Slee ufe r)+ 4� 7it�a Contact Memw7hla-cif different} umparry f#,vme Taiephona andfar Fax — r f- 94all Add ese CIt}dSt 1p Date Rev. 9JS0W ! T1��u ATTACHMENT IC- Alt.A Fir WO Page 1 of City of Fort Worth Good Faith Effort Form- UNIT I & I! ALT. PRIME COMPANY NAME: Che�kappli.ablu bock to dasciklsv IM—a PROJECTNAME- 29t14 CIP Pavement Rec1 untruction and Witter and Sanitary ewer 81D DATE Main.Rg aeemenI, Contract 23 -DOE 4912 07-13-06 CitYs Ptojert Gual: PROJECT NUMBER: WA'C`UR-Y153-541211007134014743 3°/a S1siVR=a'7i8-44C�00707CTODlb793 7'fPVY- LOU.511�11i721Y7.111110115?A3 If you have falled to secure MJWBE partir-ipatian ant# you have aubcontrac[in 9 andfor supplier opportuiiIii les or If your DBE participation is less tlIan the C1 W& project goal, you must complete [his form- If the bidder's methal of compliance with the MIWBE goal is based upon demonstratiotl of a `"good faith effort", the bidder will have the burden of correctly and accurately praparhig and submitting the documentation required by the City. Compliance with each item, 1 (hru $ below, shall satisf=y the Gard Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation tete Facts or intentional disarlmination by the bidder. Failure to complete this form, in its entirety with supporting documentation, and received by the Managing Depar lmont an or before 5LOO p.m. five (5) Cityr business days after hid opening, exclusive of bid opening dater will result in I h a bid being con sldef-ed non-sespunsive to bid specifications. 1.) Please list each and every subcontracting andlor supplier opportunity) for the completion of this project, regardiess of whot Iwr It is to be provided by a WWRE o non-MNVB E. LDO_NOT LIST NAMES OF_..._. FIRMS1 on Combined Projects, list each subcontracting and or supplier opportunity through the 2" ticrr. Use additional sheets, if saecessary) List of Subcontracting Opportunities List of 5uppIlor Opportunities SIA I -4.1 o u 1 LYS -4 Voi 1 y a aL Lin < CO)-cry-4 e-- rrl'x c1I t - - I ERav, 45�3d10] ATTACHMENT IC- Alt, A Page 2 of 3 2,) Obtain a current(not more than three (3) months old from the bid open date) fist of MPWBE subcontractors and#or supphers from the City's MWE Office. _'�''Yes Date of Listing . _I_ 0_�_ 1 0 No - - 3_) aid you solicit bids frorn IVINViElE firms, within (lie subcontracting andlor supplier areas proviousiy listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? `fres (if yes,ottai�h Ml4YBE mail lisling to Inc#Mate n4mie of firm and adifress an Ll a dMqd copy ul fester mailod,) No 4.) Did you solicit bids from fiRMSE firms; within tine subcontracting andfor supplier areas prey oufiy Listed, at least ten calendar days prior to bid opening by telephone. auclusive of tha day the bIda etre opened? Yes {#f yus.4 tach list to include name of MMSE firm, oA rnon eanucied.phono num5ar and date and Uma of contact.) No NOTE, A facsimile may bo used to compiy with either 3 or 4, buI may not be used for hath. If a facS;mIJe is used, attach the fax confirrnation, which is to provide MAV13E name, date, time, fax ngmber and docomentation faxed. NOTE: If the list of MI BEs for a particular subcoltitractingIsuppIier opportunity is ton (10) or less, the bidider must contact the entire list to be ire compliance with questions 3 and 4. If the list of M1WBEs for a particWar sUbe*ntractinglsupptier opportunity is ten (I G) or more, the bidder must contact at least two- thins (2#3) of the list within such area of oppo tunity, but not less then ton to bo in compliance with questions 3 and 4- 5,) Did you provide plans and specifications to potential MIWBEs or information regarding the location of pians and specifications. in order to aas"sst the MIUVBEs7 Yes No 6.) Submit documentation if MIWBE quotes were rejected. The documentation submitted should ba In the formas of an affidavit, include a detailed explanation of why the M BF was rejected and any supporOng documentation the blddar wishes to be considered by the City. in the event of a bona fide dispute concerning quotes, the biddar will provide for confidential Ira-camera access to and inspe0ion of any relevant documentation by City personnel. (PI vasouse addlflonal sheets Jf necessa .and attach. Company Name Telephone Contact Person Scope of Work Reason for Rejection RvV.USJ34f0� ATTACHMENT IC- Alt. A Dago 3 of 3 ADDITIONAL INFORMATION; Please provide additional Information you feel wall further explain your good and honest efforts to obta$n MIWBE participation on this project_ 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 charges to the original arrangements submitted with this bid. The bidder also agrees to allow an audit andfor 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 Biter. Any intentional and/or knowing misrepresentation of facts will be grounds for terTnlnating the contract or debarment from City work for a period of not less than three ( ) 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 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. The undersigned certifies that the Information provided and the MIME(s) listed was/ Frere contacted in good faith. It is understood that any WVUBE{s} listed in Attachment 1C will be contacted and the reasons for not using them will be verified by the ity' ,M/WBE Offic . i —Oe��X- _ 0-ollAASP 4 d or ed Signature Printed SAgnature Title Contact Name and Title (if different) Company Name Phone Number Fax Number _ n _ # �l. _ i f0,00 . Address E all Addiess UJ itylEatel ;p - Date,+ Rev.OWN SPECIAL NOTICE FOR BIDDING CONTRACTOR PROJECT: 2004 CIP PAVEMENT RECONSTRUCTION AND WATER AND 1 SANITARY SEWER MAIN REPLACEMENT,CONTRACT 23 UNIT L• Water Project No.P253-541200607170016783 UNIT I: Sewer Project No.P258-541200707170016783 UNIT H: T/PW Project No.C200-541200207400016783 DOE NO.4912 Water/Sewer Project No.X-18104 T/PW File No. K-1919 To Respective Bidding Contractor: f Portions of this project require permanent utility easements. The City of Fort Worth anticipates these easements will be ready prior to a Contractor's written notice to proceed. f However,if these easements are not prepared,the City may remove portions of this contract, including,but not limited to: 145 LF 8"WL A(WL,appurtenances,and surface repair)—SEE SHEET 16 8"SS L-1773-(portions of or entire utility)—SEE SHEETS 5 AND 6 r These utilities are scheduled for replacement under this contract and the necessary bid items and quantities have been provided. If the City removes these improvements from this contract, the impacted bid items will be adjusted by the ENGINEER. Please read and sign for acknowledgement: SIGNED: �r racto 3'1GS a' t�2S!d P YI�r Ly)�tu ui iuyi LV Company G ti SECTION B BID PROPOSAL (This proposal must not be removed from this book of Contract Documents.) TO: Charles Boswell City Manager, City of Fort Worth Purchasing Division,Municipal Office Building 1000 Throckmorton Street P.O.Box 17027 Fort Worth,Texas 76102 PROPOSAL FOR: The furnishing of all materials,except materials specified to be furnished by the City,equipment and labor for street reconstruction and the installation of various water, sanitary sewer, and storm drain improvements, including replacement and construction of water lines, sanitary sewer lines, sanitary sewer manholes, curb inlets and all necessary appurtenances and incidental work to provide a complete and serviceable project designated as: 2004 CIP PAVEMENT RECONSTRUCTION AND WATER AND SANITARY SEWER MAIN REPLACEMENT,CONTRACT 23 UNIT L• Water Project No.P253-541200607170016783 UNIT I: Sewer Project No. P258-541200707170016783 UNIT II: T/PW Project No. C200-541200207400016783 DOE NO.4912 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, famish 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 Pians and Contract Documents and subject to the inspection and approval of the r 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 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: r r Part B-Proposal- i of 30 t WATER& SANITARY SEWER REPLACEMENT PROJECT NO. 00167, CONTRACT 23 UNIT I: Section A- Water Line Improvements PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID Furnish and Install, including all appurtenant work, complete in place the following items: (D-No. refers to related items in the Part D Special.Conditions Section.) 1. 90 LF 6"PVC C900 Water Line,(Complete-In-Place For All Depths) (D-52.1) Dollars& A/0 Cents per LF $..-,-3,10'9 ..-,-3,10D $ 2,849 0 o 2. 4200 Ll~ 8"PVC C900 Water Line,(Complete-In-Place For All Depths) (D-52.1) Dollars& JI/ Cents per LF $ U $ I a04 00 f 3. 20 LF 8"PVC C900 Water Line by Short Bore, (Complete-In-Place For All Depths) k (D-52.1) f r Dollars& N O Cents per LF $ r 00 P O $ . 00 t 4. 7 EA 6" Gate Valve w/C.I.Box&Lid +4 Dollars& 1J b Cents per EA $ -ISO.D0 $5,ap 00 5. 14 EA 8" Gate Valve w/C.I.Box and Lid 6 r �J d OCAi Dollars& f n NJ D _. Cents per EA $ Part B-Proposal-2 of 30 t WATER& SANITARY SEWER REPLACEMENT PROJECT NO. 00167, CONTRACT 23 UNIT I: Section A- Water Line Improvements PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 6. 2 EA 8"Tapping Sleeve �r r_�-free jJ un�d red Dollars& 0 Cents per EA $ 1,Soo.�� $-3,-000,U� 7. 1 EA Connect to Existing 6"or 8"Fire Line QmL—!Lou( G na Dollars& F 0 Cents per EA $ 1,00.0d $j� 00 i 8. 62 EA Class"A"Meter Box(Single Head Service) (D-52.7) two u r�d r-e-a Dollars& i 1JC� Cents per EA $ f 9. 63 EA 1"Single Head Service Tap to Main Dollars& I NO Cents per EA $—SD a 00 $ 0o, 00f 10. 1050 LF 1"Copper Service Line from Main to Meter, Including Setting Meter Box Dollars& 1 Cents per LF $ Ub $ s,50{� . 00 I 1 Part B-Proposal-3 of 30 c WATER& SANITARY SEWER REPLACEMENT PROJECT NO. 00167, CONTRACT 23 UNIT I: Section A-Water Line Improvements PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID r 11. 1 EA Class"B"Meter Box(Single Head Service) (D-52.7) y u,3,j N,.L -Uye ti F'0_ Dollars& v t7 Cents per EA $ $ as 5 00 12. 2 EA 1 %z"Single Head Service Tap To Main { (D-52.7) � u r �U.>J(`l Dollars& i Cents per EA 00 $ 909.00 I 1 13. 50 LF 11/2"Copper Service Line from Main to Meter, Including Setting Meter Box r (DA-76) Dollars& 0 Cents per LF $ y6. $ I 14, 2 EA Relocate Existing Class"A"Meter Box,Including Service Line and Surface Repair El l,1�e 1-�1A pAC[red Dollars& No Cents per EA $ W.00 $_}m,00 r 15. 4 EA Remove&Salvage Existing Fire Hydrant Assembly f (D-29) Dollars& Centsper EA $ `10 $�(70 i I i I Part B-Proposal-4 of 30 I WATER& SANITARY SEWER REPLACEMENT PROJECT NO. 00167, CONTRACT 23 UNIT 1: Section A-Water Line Improvements PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT i ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 16. 6 EA Install Standard Fire Hydrant(3'-6"Depth) Dollars& Cents per EA $ 1,1„/��}. $ �(lp.00 r �T� I 17. 5 TN Ductile Iron Fittings (D-52.12) Dollars& Cents per TN 3,ODa ° $ 15,00 0- 1 18. 410 LF Permanent Asphalt Pavement Repair Per Fig. 2000-1A (D-2 ) r Dollars& { Cents per LF $f�D $ A 606 00 4 19. 360 SY Remove and Replace 6"Reinforced Concrete Driveway (D-20) Dollars& { NO Cents per SY $_q5t_�o 20. 4250 LF Temporary Asphalt Pavement Repair Per Fig.2000-1 C (D�-02) 4 Dollars& Cents per LF $ (7-01, 00 i 4 Part B-Proposal-5 of 30 WATER& SANITARY SEWER REPLACEMENT PROJECT NO. 00167, CONTRACT 23 UNIT I: Section A- Water Line Improvements PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT t ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 21. 10 SY Remove and Replace 7"Reinforced Concrete Valley Gutter (DA-31) F44,/,1 i Dollars& No ^Cents per SY $ '50 , $ 5-00 22. 40 SY Remove and Replace 4"Reinforced Concrete Sidewalk (D-20) f Dollars& Cents per SY $ S p,110 $ „� 60 f �T— I 23. 125 LF Sodding i (D-4S [, r Dollars& N 0 „_ Centsper LF $ -200 $ '375-00 24. 250 LF Seeding (D-45 Dollars& 0 Cents per LF $ a. 00 $ ZQ91) l 25. 100 LF Remove and Replace Concrete Curb and Gutter � (Dg-24) Dollars& Cents per LF $2221 b $ - f i Part B-Proposal -6 of 30 i WATER& SANITARY SEWER REPLACEMENT PROJECT NO. 00167, CONTRACT 23 } UNIT 1: Section A-Water Line Improvements PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 4 26. 1 EA Sampling Point(on Sheet 14 ONLY) (See Detail in Specifications Appendix A) + Dollars & V Cents per EA 27. 10 EA Remove and Salvage Existing 2"/4"/6"/8"Gate Valve (D-29) iDollars& 110 Cents per EA $ ADD, v $3,L? i 28. 100 CY Type B Concrete Placement(2500psi) r Dollars & k Cents per CY $moo $ X00. 61, 29.. 100 CY Type E Concrete Placement(I500psi) Dollars& �0 Cents per CY $ 10.00 $ w } 30. 100 CY Crushed Limestone for Misc. Placement LD 0-k Dollars& } Cents per CY $0u $ 00 OC) i i Part B Proposal-7 of 30 i WATER& SANITARY SEWER REPLACEMENT PROJECT NO. 00167, CONTRACT 23 UNIT I: Section A-Water Line Improvements PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT i ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 31. 100 CY Type B Backfill for Misc.Placement . f Seoen Dollars & t C'7 Cents per CY $ 10" $ 700.00 t k 32. 1 LS 2"Temporary Water Service (D-52.8) -Mr I k y ousa V1�..,.. Dollars& No Cents per LS $.�gyp.°O i 33. 1 LS 6"Temporary Fire Line u.�ccr Dollars& f n{0 Cents per LS $ � $CC. 34. 1 LS SWPPP Implementation for Water Work (D-b8) uCA w Dollars& o Cents per LS $ j?.0 0 $ 50aC� TOTAL UNIT I-SECTION A WATER IMPROVEMENTS $ �3�pa,� Inb,0 T I S NOTE f Forward Total to Page Part B-Proposal—27 Part B-Proposal-8 of 30 I PROJECT NO. 00167, CONTRACT 23 UNIT 1: Section B- Sewer Line Improvements PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID (Furnish and Install, including all appurtenant work, complete in place the following items. D No.refers to relaxed items in the part D Special Conditions.) 1. 1200 LF 4"PVC SS Pipe for Service Lines(Ali Depths) ��i r,�•1 6,ve- Dollars& o Cents per LF $ 2,5.1" $ q�. f 2. 50 LF *6" SDR-35 PVC SS (Open Cut All Depths) Dollars& Cents per LF $ 00 j 3. 2900 LF *8" SDR-35 PVC SS (Open Cut All Depths) i Dollars& N C Cents per LF U� $ I� l 5. 18 LF *8" CL 51 DIP SS (Open Cut All Depths), (If Necessary Sheet 5) Dollars& 0 Cents per LF $ o ao $ 0' *CONTRACTOR SHALL COMPLETE CITY APPROVED STANDARD PRODUCT FORM ON PAGE 25 OF 27 Part B-Proposal-9 of 30 i PROJECT NO. 00167, CONTRACT 23 Section B- Sewer Line Improvements PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID k s 6. 110 EA 4"SS Tap i Dollars& C? Cents per EA $ oa $ 3�.00 F 7. 13 EA Std.4' Dia. SSMH(0-6') (D-27) Dollars& i Cents per EA $ 1� roon. a $ SGb 00 8. 5 VF Added Depth for Std.4' Dia. SSMH>6' Dollars& ! N 7D Cents per VF s. $ vU r 9. 2 EA Drop 4'Dia. SSMH(0-6') t (D-27) -7-fly—Tho usa nr4 i Dollars& NO Cents per EA $ Uv $ E i 10. 5 VF Added Depth for Drop 4' Dia. SSMH>6' a ad Dollars& Cents per VF $��C? $ C�ZYO.� I 1 Part B-Proposal- 10 of 30 i PROJECT NO. 00167, CONTRACT 23 E Section B- Sewer Line Improvements PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 11. i EA Shallow Cone 4' Dia. SSMH>6' F (D-27) f Dollars& 9-0 Cents per EA $ D.v� $22L50 r 12. 8 EA Remove Existing SSMH (D-29) J 1 Dollars& f No Cents per EA ZOO $� yam,60 13. 13 EA Concrete Collar for SSMH LP,r 9ainuYyrl I Dollars& D6 p0 Cents per EA $ $--6-4 d09 14. 17 EA Watertight Insert For SSMH(Polyethylene) (D-27 T IT 4 Dollars& Cents per EA $ c $ 15. 750 LF Permanent Asphalt Pavement Repair Per Figure 2000-1A Dollar& Cents per LF $ b0 $ �� 00 i Part B-Proposal- 11 of 30 ,C i PROJECT NO. 00167, CONTRACT 23 Section B-Sewer Line Improvements PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID i 16. 25 SY Permanent Concrete Pavement Repair Per Figure 2000-2 (D-25) Dollar& r Cents per SY $--Sao" $ v� ,i 17. 600 LF Temporary Asphalt Pavement Repair Per Figure 2000-1 C (D-b2) Dollar& r h)(} Cents per LF 18. 525 SY 6"Concrete Driveway Repair (D-20) Dollars & ND Cents per SY $ 5a°° 19. 1900 LF Sodding (D-45) 2 Dollars& Centser LF $3 $5 7� 6D P � r 20. 100 LF Remove and Replace Concrete Curb and Gutter (DA-24)04 Dollars& ]�} Cents per LF I Part B-Proposal- 12 of 30 i PROJECT NO. 00167, CONTRACT 23 Section B- Sewer Line Improvements PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 1 21. 3250 LF Post-construction TV Inspection of New SS (D-38) —77 Dollars& -r f J� Cents per LF $Roo $ .60 22. 2950 LF Trench Safety System for Excavations > 5' Depth (D-26) i Dollars& E Cents per LF $ �•00 $ 8. va G 23, 16 EA Vacuum Test New SSMH's (D-36 �I Dollars& No Cents per EA $_ $ f24. 65 LF Concrete Encasement for S" SS _ q) Dollars& Cents per LF $_-z $`1'.AW.Uo 25.. 110 EA Two-Way Sanitary Sewer Service Cleanout (D-61) } Dollars& Cents per EA Ub�4�LD 1 f Part B-Proposal- 13 of 30 I r PROJECT NO. 00167, CONTRACT 23 Section B- Sewer Line Improvements PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 26. 17 VF SSMH Interior Corrosion Protection A9 j S2oER- Dollars& 4 Cents per VF $ 175 0° $ 7� 06 27. 40 LF 36"Storm Drain Utility Adjustment Over Proposed Sanitary Sewer(If Necessary Sheet 5) r Dollars& (� Cents per LF $ 150 00, $a/ j,00 f 28. 3 EA 8"Connection to Existing SSMH Fu� r Dollars& I Cents per EA $ 600.00 $ IJ as i 29. 100 CY Type B Concrete Placement(2500psi) le� S Dollars& l Cents per CY $ 10.00 $ 100.10 30. 100 CY Type E Concrete Placement(1500psi) Dollars& Cents per CY $ [o O f l Part B Proposal- 14 of 30 PROJECT NO. 00167,CONTRACT 23 Section B- Sewer Line Improvements PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 31. 100 CY Crushed Limestone for Misc.Placement r Dollars& --f Cents per CY 32. 100 CY Type B Backfill for Misc.Placement Dollars& J� Cents per CY $ 7,00 $-72C)6-CD 33. 1 LS SWPPP Implementation for Sanitary Sewer Work -b8 f �2 u �IRCI Dollars& _Cents per LS 34. 2 EA Pre-Construction Exploratory Excavation(D Hole) (D-SI) Dollars& I Cents per EA $ l 190,09 $ ,app,01 i TOTAL UNIT I-SECTION B SANITARY SEWER IMPROVEMENTS $ 11 7, 7,K)- I NOTE Forward Total to Page Part B-Proposal--27 Part B-Proposal- 15 of 30 PROJECT NO. 00167, CONTRACT 23 UNIT II: Section C-Alternate A(Concrete) !. PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID l (Furnish and Install, including all appurtenant work,complete in place the following items. D-No. refers to related items in the part D Special Conditions.) 1 1. 5 EA Provide and Install Standard Project Designation Sign (D-19) i Two-Hundred Dollars& Zero Cents per EA $ 200 $ 1,000 2. 2400 SY Remove and Dispose of Existing Sidewalk&Driveways (DB-51) Dollars& �[[) Cents per SY $ 3. 5300 LF Remove and Dispose of Existing Concrete Curb&Gutter (DB-51) 51X ` Dollars& 4 N 0 _Cents per LF $ V $ 31� j�J,DD 4. 155 TN Lime for Subgrade(30 lbs/ SY) Dollars & Cents per TN $—L o 0 b $ 1(p475-00 5. 13600 SF 4"Concrete Sidewalk -55) Dollars& Cents per SF $_ $ 1-D fo -CF-1 f Part B-Proposal- 16 of 30 PROJECT NO. 00167, CONTRACT 23 Section C-Paving Alternate A (Concrete) PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID r I I 6. 850 SF 6"Wheelchair Ramps (DB-55) 1✓Lqn -- Dollars& Cents per SF I 7. 4600 LF 7"Integral Concrete Curb Dollars& G Cents per LF u.�o $ C?"&•00 8. 855 SY 6"Concrete Driveway (DB-54) is h+ Dollars& Cents per SY $ $ Qy�, 9. 10125 SY 6"Lime Stabilized Subgrade (DB-48) Dollars& j�() Cents per SY Ot) C)C) 4 10. 9850 SY 6"Reinforced Concrete Pavement (DB-42) Dollars& 00 Cents per SY $ ` �.o $ a oD 1 Part B-Proposal- 17 of 30 PROJECT NO. 00167, CONTRACT 23 Section C- Paving Alternate A(Concrete) PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 11. 145 SY 6"HMAC Transition Pavement Dollars& Cents per SY $ � $ .00 12. 5100 CY Unclassified Street Excavation (DB-41) Dollars& Cents per CY $ 13. 14 EA Adjust Gate Valve Box (DR-64) i Three Hundred Dollars& Zero Cents per EA $ 300 $ 4,200 14. 3 EA Adjust Storm Drain or Sanitary Sewer Manhole i (I)B-65) G i Three Hundred Fiftv Dollars& Zero Cents per EA $ 350 $ 1,050 15. 500 CY 6"Top Soil (DB-62) Fifteen Dollars& Zero Cents per CY $ 15 $7-.,500 Part B-Proposal- 18 of 30 r PROJECT NO. 00167,CONTRACT 23 Section C-Paving Alternate A (Concrete) PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID i 16. 4 Cy 4"Concrete Sidewalk w/Concrete Retaining Wall Dollars& J�10 Cents per CY $-6—c0�0 $ A,yw oo 17. 3 EA 6"Painted Steel Pipe Bollard With Sign Fide CIA i '4 Dollars& r 1JO Cents per EA $ 500.0z) $ •� 18. 200 SF Match and Install Exposed Aggregate Concrete Surface Treatment Dollars& Cents per SF $ D $j, i 19. 20 SF Remove,Preserve, and Reinstall Brick or Stone Lead Walk on 4" Sand Cushion Dollars& Cents per SF $ o� $ 20. 1 LS Remove,Preserve, and Replace Historic Hitching Post k on Foundation Dollars& b.n Cents per LS $1.000.0' $I omp f I Part B-Proposal- 19 of 30 4 PROJECT NO. 00167, CONTRACT 23 Section C- Paving Alternate A(Concrete) PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID t 21. 1 EA Remove and Dispose of 3' Curb and Grate Inlet o r4 d Y=8 Dollars& Cents per EA $ � $ 00 22. 12000 LF Silicone Joint Sealant(Expansion and Dummy Joints) (DB-43) Dollars& ? Q� Cents per LF $ �, $ Io�,�Q7.60 23. 1 EA Utility Adjustment t (DB-61) I Seven Thousand Dollars& k Zero Cents per EA $—7..0_0_0 $ 7,000 24. 1 EA Std. 10' Storm Drain Curb Inlet f (DB-58) i' u t,i d r Dollars& 1 L V Cents per EA $a�SUD•OU $ S 00.0b f 25. 1 LS SWPPP Implementation for Paving Work (DB-59) Dollars& TOTAL Cents per LS $ Goo" $ X-10 UNIT H- SECTION C-ALTERNATE A CONCRETE PAVEMENT NOTE Forward Total to Page Part B-Proposal--27 Part B-Proposal-20 of 30 PROJECT NO. 00167, CONTRACT 23 D UNIT 11: Section C- Paving Alternate B (HMAC) PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 1 1. 5 EA Provide and Install Standard Designation Sign (D-19) L 1 Two Hundred Dollars& Zero Cents per EA $ 200 $ 1,000 2. 2400 SY Remove and Dispose of Existing Sidewalk and Driveways (DB-51) Dollars& Cents per SY $ $ 3. 5300 LF Remove and Dispose of Existing Concrete Curb and Gutter (DB-SI) Dollars& Cents per LF $ $ 4. 205 TN Lime for Subgrade(40 lbs/SY) Dollars& Cents per TN $ $ 5. 13600 SF 4"Concrete Sidewalk (DB-55) i Dollars& Cents per SF $ $ I 3 Part B-Proposal-21 of 30 L PROJECT NO. 00167, CONTRACT 23 Section C-Alternate B (HMAC) PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID 'r 6. 850 SF 6"Wheelchair Ramps (DB-55) Dollars& Cents per SF $ $ 7. 4600 LF 7"Concrete Curb w/ 18"Concrete Gutter (DB-56) I Dollars & Cents per LF $ $ 8. 1200 LF Laydown Curb with 18"Concrete Gutter at Driveway Transition- Dollars& I Cents per LF $ $ 9. 320 SY 7"Reinforced Concrete Valley Gutter (DB-57) Dollars& ? Cents per SY $ $ 3 10. 855 SY 6"Concrete Driveway (DB-54) Dollars & Cents per SY $ $ 4 I Part B-Proposal-22 of 30 PROJECT NO. 00167, CONTRACT 23 Section C-Alternate B (HMAC) PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID r 11. 35 SY 6"Reinforced Concrete Pavement f (DB-42) Dollars& Cents per SY $ $ 12. 10125 SY 8"Lime Stabilized Subgrade (DB-48) 1 Dollars& Cents per SY $ $ 13. 8900 SY 6"BMAC Pavement (DB-49) Dollars& i Cents per SY $ $ 14. 145 SY 6"HMAC Transition Pavement Dollars& Cents per SY $ $ 15. 5100 CY Unclassified Street Excavation i (DB-41) Dollars& Cents per CY $ $ E Part B-Proposal -23 of 30 PROJECT NO. 00167, CONTRACT 23 Section C-Alternate B (HMAC) PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID r 16. 14 EA Adjust Gate Valve Box and Install Concrete Collar (DB-64) Three Hundred Dollars& Zero Cents per EA $ 300 $ 4,200 17. 3 EA Adjust Storm Drain or Sanitary Sewer Manhole and Install Concrete Collar (DB-65) t Three Hundred Fifty Dollars & Zero Cents per EA $ 350 $ 1,050 r 18. 500 CY 6"Top Soil (DB-62) Fifteen Dollars& Zero Cents per CY $ 15 $_ 7,500 19. 4 CY 4"Concrete Sidewalk w/Concrete Retaining Wall Dollars& r j Cents per CY $ $ 20. 3 EA 6"Painted Steel Pipe Bollard With Sign Dollars& r Cents per EA $ $ 1 Part B-Proposal-24 of 30 PROJECT NO. 00167, CONTRACT 23 Section C-Alternate B (HMAC) PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID i 21. 200 SF Match and Install Exposed Aggregate Concrete Surface Treatment Dollars& Cents per SF $ $ 22. 20 SF Remove, Preserve, and Reinstall Brick or Stone Lead Walk on 4"Sand Cushion Dollars& Cents per SF $ $ i 23. 1 LS Remove, Preserve, and Replace Historic Hitching Post on Foundation Dollars& Cents per LS $ $ 24. 1 EA Remove and Dispose of 3'Curb and Grate Inlet Dollars& Cents per EA $ $ 25. 50 LF Silicone Joint Sealant(Expansion and Dummy Joints) (DB-.43) f Dollars& Cents per LF $ $ f C Part B-Proposal-25 of 30 r PROJECT NO. 00167,CONTRACT 23 Section C-Alternate B (IIMAC) PAY APPROXIMATE DESCRIPTION OF ITEMS WITH UNIT AMOUNT ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE BID t 26. 1 EA Utility Adjustment (DB-61) r SevenPThousand Dollars& — Zero Cents per EA $--7,000 $ 7,000 27. 1 EA Std. 10' Storm Drain Curb inlet (DA-58) a Dollars& Cents per EA $ $ f 28. 1 LS SWPPP Implementation for Paving Work (D-59) f Dollars& Cents per LS $ $ TOTAL UNIT 11-SECTION C-ALTERNATE B C HMAC PAVEMENT $ E NOTE Forward Total to Page Part B-•Proposal—27 l i I i I Part B Proposal-26 of 30 PROJECT NO.00167, CONTRACT 23 BID PROPOSAL TOTALS 1 TOTAL UNIT I- SECTION A WATER IMPROVEMENTS $ (Q TOTAL UNIT I-SECTION B SEWER IMPROVEMENTS $ _ '��7, 7 35 0" _ UNIT I TOTAL BID TOTAL UNIT II SECTION C-ALTERNATE A / CONCRETE PAVEMENT $ 34/0. U� TOTAL UNIT II SECTION C-ALTERNATE B E MAC PAVEMENT $ Q 131 TOTAL BID(UNIT I+UNIT II ALTERNATE A) TOTAL BID(UNIT I+UNIT H-ALTERNATE B) M r { I Part B-Proposal -27 of 30 1 PROJECT NO. 00167, CONTRACT 23 Section B- Sanitary Sewer Line Improvements CITY APPROVED PRODUCT FORM* CONTRACTOR SHALL SELECT TYPE OF PIPE TO BE USED: —f STANDARD EC.NO. SIZE E1-31 4"Thru 30" E1-25 4"Thru 15" E1-27 4"Thru 15" E1-28 18"Thru 27" E1-100-2 18"Thru 48" Consult the"City of Fort Worth Standard Product List"to obtain the Generic/Trade Name and the Manufacturer for the pipes listed above. Failure to provide the information required above may result in rejection of bid as non-responsive. Only products of methods listed above will be allowed for use in this project. Any substitution shall result in rejection of bid as non-responsive. I I i I f } f f Part B-Proposal -28 of 30 Frow bw 8174464335 07/11/2006 10:00 Ileso P. 0051005 l c o f er r end c4, Alco . SECTION B 131D PROPOSAL Wjthftn ten(10) days afler notification by the City, the urtdcmiped will execute the formal coutmat and MIJ dellvcr un approved Suruty Hand and such other bundR as requlmd by the Cani-ruct Documcnta, for the faithful performance of thJs wiilmct, The attached bid security in the amount of 5% is to become the property of The City of Furl Worth, Texas, in the went the contract and hr)nd or honds are oat executed and delivered within the time above got forth, as liquidiacd damages for the delay and additional work caused thereby. The und=igned bidder coriified that he has been furnished at least Otte apt of the General CflElrarl D}is unents and General Sped lscations for Water Depaftment Projectia dated Janum 1, 1978,and ilsat he has read and thoroughly understands all tht requirements and t=didnnu of those C?enmal Docamenig and the Spaeifrc Contract DocurnentN And appurtenant plunk. The underfligner# assures thtai itg employocs and applicanut for cmooyrnent and those of any labor organintion, aubcoatraClom, or employment agcocy in cithor furnishing or mferring vmployw opplicants io the undoraigucd are not discrimimatod against as prohibiter.by the ternro of City Ordinance No, 7278 BR amended by City Ordinaaoe No. 7400_ (Complete A or B below,an applicable:) A. The principal place ofbuskm of our company is in the State of Noare�;idenl bidders in the State of�,our principal pluco of ksincsr,. arc required to be pcmcnt lawar Than msidcnt bidders by state law, A copy of the statue is attached. Nei resident biddona in the Stare of�,our principal place or b usincss, art not xquirod to uadorhid rcaidem biddcns, I 'I'he principal plaae o f busiocss of our company or au r! w company or muj ari iy owner is in it3c Stale of Tax as. 7-hi�contract is issued by an organization which qua lifira for exeenpticaa pum aant to the provisions of Article 20.0+4 (F)of the'I`cxaa Limited Snits, Exciee and Use Tax Act. Al eyuipinent and materials not cansuated b or incarpnrated into the prajoci conaructlon,arc subject to State Roles taxes under hrouae Bill 11,c otcd August 15, 1992, The auecesaful Bidder shall be required to 1:umplcio the attochod Sla1mcnt of IVlateriak and Othcr Charges cantractor at the timt of executing the,cos#rant. Thi 13idder agr s to begin conoructiun within 10 calendar days afltr issue orthc work order, end to MPJSt1�_thre contract within; One-Hundred Sweetly (17U) Working Daye after the beginning ofconMruation as stt forth in the writion order to ba furnished by the Ownrr. This project contract time will be 816c1ly enforced. AIA urA24 71102006 Part B-Proposal -29 of 30 r SECTION B BID PROPOSAL 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) ✓� Res ectivel submitted, Addendum No. 2(Initials) aC c7►�SI t-t c>4 i�Y1 T?� 1 E Addendum No. 3 (Initials) Addendum No. 4(Initials) By: —i Title: p y gcsrta4spr i Pres,d vpn-- Address: -T-Oso-r' I54u8' (S E A L) p U,0Y— 7(e i Date:_71151nTelephone 53q-/-7z�3 l 4 t f i Part B-Proposal -30 of 30 PAR'S GENERAL. CONDITIONS PART C -- GENERAL CO ITro s NOVEMBER, 1 , 1987 TABLE Off` COVATS C1-1 DEFIbTITIONS' C1-1.1 Def inihon of Terms OIYZ { } ci-i . 2 Cont3r'act D6P"e� its 01 1 ( } C1-1.3 Notius to Biddeis --1 (2) CI-1. 4 , Proposal- �-2 )- C1-1n Bidder CZ- (z) i C1--1- 6 Ghn elal Cowd 3 ti'oht CI (2) C1--1. 7 Special Conditioras ( ) CT-1. 8 CI-1 (2). -1, 5- Bond C101 (2"} cl-1-10 Qnt.tact CI-1 (3) _ 0171.11 plans C1-1 C3) Cl-1.12 city C?"I ( 3) C1-1. 13 01-hy Council CI-1 {3) I-1.14 mayor C1---j (j) M-1-15-15 Ci tg ma m ager C:7.--1 (3) ci"1. 16 city Attome C1-3 ( 3 } O1--1.17 Difect.or O! Puh;lc Works C1_1 ( a) C1--1.18 Pi?-ectbr, City Water Departmept 0171 (4) cl-1.19 "Engiaef�t 'Ci-1 ( 4 ) Cl-1.2G cantraclar CI-3-21 Sureti es (4) Ci--1-22 Thle -Work_ , proje ( 4 ) CA-1. 23 _wrking Day Cal anda? Day -- T C1-1 .(-4) -1, 5 Legal Holl .3'. C3- (4) Cl-1. 11 Chan 8 Order Cl--1 � 5,) C1-1. 2 0 PaVid Streitg yd jlpys . Cllr ( 6 ) = C1-0?p Uapa4ed Streets 4nd 'Alleva l-I ( 6) Q-1:30 City Struts cj---1 ( 15 ) CX_1. 31 Roadway C1-1' G_) 1-17 3 Gtav el Street C2= 2 INTERPRETATION AND PREPARyTj pN- OF PROPOSAL C2-i. 1 Pfgposal Alm C�_2 • (1 ) C2-2- 2 Interpretation ori gyantities - C20 (1 ) ,,C!2-2 . 3 Ria,'9LU60jan of Cantxact Documnnts I and Site C2-2 ( ) C � Su tinting of Proposal - (3 ) C2-2 :5 Rejebtion qf Pxoposily Q-2 (3 ) C2-2 . 6 Bid 9ecurity Q-2 ( ) - C2-2. 7 br;iliVer of Proposal C2-2 (4 ) C2-2 . 8 Withdrawir-ig �160osals C2-2 ( a ) ! C2-2, Telegraphic Modificatio-1 o-� -Vroposajs C2-2 (4) C2-2.-LO Pab1ic Opening of. proposal C2-2 ( 4) C --2 . 11 Irregular Proposals C2-2 (4-) C2'=2 , 12- hisgua-lYf ica'tfori of 14idap-rs C2-2 (5 ) C3--3 AWARD AND EXECUTION OF. DOC`U-MENTS C3-3.1 Considsration of Propasais f1) C3-:3 . 2 minozity- Business nter.p'ise Women-Awned' Business Enterprise corl•i=amce: C3-3 (i) C3-�:. 3m-1 lo-yMekLt Provisions C3-3 L1) C3-3- 4 W±thdra�2a1 0� Propbsals C3-3 (2) C3-3:_-5 Award of Contract C3�-3 (2) C3-3, 6 eta n �)f Proposal secara ties C3-� (2) C3-3. 7 Brads C3t-3 ( ) C3-3. 8 2 ecu l on of cont--act 17-3-3 (4) Q3-3. 5 Failure to Elecute Contract Cj--3 (. ) C3-3. 10 Beglh-ring Work C3-3 (.4) C3-3.11 Ins:arance C3--3 C41 C3-3, 12 Catitzaator Is obligation$ C3--3 ('7) C3-3. 13 44eek-ly Payroll C3-3 (7) C3--3.14 Coot-ractoic 's Ccntxact 'Adm--nistrft on C3T3 ( 7) C3-3. 15 Venix� C3-3 (8 ; r C4-4 SCOPE 0= WORK C'4-4 .1 Intent of Contzact noon ie:ntS C4-4 (I)- C4-4 . 2 Special ProVibions' ci�4 (i� C4-4. 3 Increased ar De-oreased Qu,nt!�les C--4 11) C4-4 .4 x1tesati,on of C( tntravt C4-4 ( } C4-4.5 mxtra wotx Cd-4 ( ) C4 4,-6 Schedule of Opezatlons Cg-4: (3 ) C4-4 . 7 Progress Schedules .dor Water .and Sewer Plant Facilities C4-4 ( 4) C5-5 CONTROL OF WORK AI+ND YI&Tk'tIALS C5-5.1 Authority ofxg CB-5- 2 Conformity with Pjarns C5=5 (1=) 65-5:3 Coozdination of Contract Doc-nwis C5-5 (2 ) ,'CS-5. 4 Cooperation of Crnt{actcr _P5-5` (2) C5-5.5 Em gency and or lRo-ctification Work C5-5 r3) . C5-5. 6 Field Off i cd- C5--5 (3 ) C5-5. 7 Constr-uttioa Stakes C5-5 (3) C5-5.8 Authority and Duties or Tpspectar-s C5-5 ( 4) CSS-5.9 inspection -5 (5) C5- 5.10 Rlmoval of Defective and Unauthorized Work C5-5 (5) 5-5.11 Substitute Materials or, Sguipment C5-5 (5) C5--5 . 12 Samples and Tests 6f Materials CS-5 (6 ) - 05-5..13 Storage of Materials C5--5 '(6) C5T.5.1 Existing Struotufes and Utilities C5--5 ( 7) C5-5.15 rriterruption of ,service ' CS- L7? C5-5 .1 Mutual Responaibli ty of Cont3-aators C5-5 (8) C�-5.17 Cleanxxp C5-5 -(a) C5-5 .18 Fina. Inspecti6n C5--5 (9) J. (2 ) - LYGAL RELATION AVD PU8LIC z e,'uC OryNSIBTLITY - Laws to be Observed C6-6. 2 PArmits aXnd licenses 06-6_ 3 Patented Devices, MateriaJ5 and processes i C6-6 . 4 Sallitar,y Prav si,�xas -6 (2) C.6--'6. 5 Public Safety and Convenience 6-6 ( ) y G6-.6 . G P-tivileges of Contractor in -Streets, - I A1l:e s, and Right--af•.way C5-6 (3) Railway Crossings C6-6 14 CG-6 . 8 Paz-Ticade.s, warnifigs and Watchmefi. C6-6• (4-) , C6-6. 9 UEP 'of Explosives, Drop Wight, etc, CIG-T6 (5- ) C6-6.i o Work sth' n pasewentg fi (G) C6-6. 11 Tln�epemdent Contxactax C6_6 (8? C6-5_l2 Corntractox ' s Re ponsibility fcY Da�magc� 'Clairns ,6-6 (8) C-5-5-13 Caj ;raptor I s Claim f or• I)amages CG-6 (10) CG-6_14 Adjustment of Relocation of pTjblj,c CT;4ilities, etc_ C6--6 (_10) CG-G. 15 Temporar Seer brain ar4-nectiona` CS--6 (?o) 2-6 Axx•angement a,nd Charges ofa~tex Furnbshed b City . 6-6 (11) -5 .�7 Use of a ac ion a= Portion a.f the W r]� C6-5 (Ili CE-6 .1p Ccntractor ° s rR�_-sponsibility mor Work (l ) C�_6_ i9 No Waiver of Legal Rigbts Co-6 (12)- A- 7�) C6-6. 20 Personal Liability of Pt, lic Of-jciaZs C6-6 1 } C6i _ l Stt Sales baa[ C6-5 (12) C7-7 PROSECUT.10N AND PROGRESS C7�7.1 Sub?ett i'ag C7-7 (1) C7-7_ 2 Assignment Of Contxaect C7-7 (l) c7-7.3 - Prosecution of the Work C7-7 (1) iC7-7-. 4 Limitations of Qperatione C7--7 (2 } C7-7_ 5 Character of Wodkz►axt and Rquipment C7-1. (.2) C7-7« F5 W.ork Sche'dule C7-7 M i C7-7. 7 Time ofommancE rrment and Completion C7-7 ( 4) C7-7. 8 tetania o time of Completion C7-7 ( 4) C7-7. 3 Delays C7-7 ( 4 ) C7-7. 10 Timms of Complatzan . C7-7 (5 ) i C7-7. 11 S-aspenslon by -Court 0x,der C7-7 ( 6) C7-7.-12- T(n_Lrnpa�a.ry suspansibri C7--7 ( 6) Z7-7. 13 Tera inatioD of Canttaot a-Q.e to atiozal Emergency C7-7 ( 7) C7-7. 14 Susp sio-a of Abandorxment of the Work . and Annulmen't' of Contract C7-7 ( 7 ) C7-7. 15 Fulfillment of Cc4tra-ct C7-7 ( 9 ) 747.16 Teumznation for Cosveaience of the Oa.war C7-7 (10 ) C7-7. 17 Safety Xethoeis and Pra.ctin.es C7-7 (3-3 ) C8_8 MEAS C EMENT .AND P-kYXENT CB-8. 1 M"Silreneht of Oa.aatitxq�s C8-8 . 2 Unit PI-Ices C8_8 ( i) (3 ) a-n �] 2 p Sum c8-8 . 4 Sc6§r 6£ Payment C8-8 (1] ca-e , 5 74-Ztial Esti-Mates and £etainEge C8-8. ( 2) ca-a. 6 Withholding Payineat ca-8 {3) &8-az7 2{/a! AdDeptance CS-8 M re-%. a Final 2@y.7ftent . Ck-S (3 ) c8-a._ Adquac7 .ot Desig\' c8�8 ( 4) ¢B-a . 10 Geceril Goafa6fk ' _ c8-8 ( 4 ) cEte ,ll S=5■i6i■= Woik ' �B-S (5 � CB-5 . 12 kiAceii�dots' Plac��t_ Of Mater c8-8 (5) C8-/.L3 £ecoid Docdm'&nte cs-8 (5 ) ] . . } |4) PART O - GENERAL CO D-TT'IONS CI-1 DEFINITIONS E 'IOIT Cl-1 DJ3FIIT�O C i--1 i l DFrIgI TI ORS OF_n ERRS : Whenever in these Con tray:t ]]atru e t tITE! following terata, or pKon-otmg in- plao,e .'of them ar-e used , the. .Lntent and meaning shall he understo-od ana i-nterpretA_-d as follows Cl--1 - 2' CONTRACT DOCUME�TS. - The Contract Documents are all of the written and r�Ld C an_�.nts , Such as sPecifioation-s-i bore:ds , . a4dehda ,. plans , etc . , which gone* n -th-e terms aqd erf6rm-aMce of the cantract . ThE-�-se arm r-o-,ntaxned 1'n' 1—he G6Aeral C6ntract Doctwteais and the Speci-al Ctntracz Docvsaents. a. GENE RIn-Ir C NTRACT DOCUMEN'T'S : The C era] Ccrntr t Docn���ta 99vern all Water DepartmenL PrQjects aaiO i minds the following items.. PAIRT A - NOTIU TO B1DDURS {Sade) White PAP.T B - P-ROPOSAL (.Sax le) -White PARI' C - CENERAL CONT, JTION7 (CITY) canary yellow {Dj�veloLpex) drown PART D. - SPEC-ML CC Dz_T:EG1T5 Green PART E - BPECIFICATTO PEIRKITS EASBB MNTS Blue i PART G - CONTRACT (�alx�ple) G7ts�t� - b. SP$C'X ' CONTRACT DOCUMEir TS z The Documents, wre prppar.ed foa- ,eacl spe-cifIq- Pr0je.,ct• a� i a sup .eraen.t tv' the Genera] Coritra t I ocxir nits an d a�1,tx�� PART A - 210TICE' TO BIDDERS Same as above PART E - PROPO P_L - (Bid.) PAR'S O -, GE NERAL, MMITIOJIS PART D - SPtCIAL MWITTONS PART P - PECIFICATIONS PRRM�TS EAS ME TS PART F - BONDS . PART G - CO1MAOT' i PART �f - PLATS (Usually bound s&pa'ra�e Jy) C1-1 (1) i i a Cl--l . 3 1' 0 - TO PIDDIR ': All of thelegal publications either zctnally published is public advertising mediums or furnished direct to i"n ere ted parties perta,iniiig to the work cezteznplateA under the Coatzact Documents constitdtes the notice to h dderr, . 63-1. 4 P'ROPO5AL : The completed written and - sig mecl offer or tender o a bidder toPexform to wo k 'whish the C"rMrner desixes to - ha;� on&p tagvthesc ,*i r tl • =bio 5tcr�� ; ns es t -- -cati4utLhe Pzopo�al, whicb be0omes binding upon' the Bidder Thben it is officially received by the Owner, has been plihlicly ppened and reed add ndt ro-jecte-d by the Owner. Cl-�..5 -BIDDER- Arty persgn , persons , firm, pa=thershjp, fupany, -ss€ ti i'ation, '-cbtpo_�a,tioff, acting directly or t zzpug, a dallyaothi .rzed z * es�ntat�zref 6ubmitting a pr��asa1 mar verfoTming the work contemplated, under the Contract ]]octltaents, eonztitt.te-* a bidder. lYl, 5 dENERAL OWbITION8; The General Conditions are the usual ca_nstxuc,rion and contract requirements which grev�rn the perfdrmance of the work "o- that it -will be carried oa in aocordamce -with the custozary p-rocedure, - the local statutes ,' and z hire s is orf the Gity of Fart Wr-,3: ;h ' s charter and protnn�gatod ordinances • r Whnreve� there ma r be a. conflic$ het-oeen the Gene.roi Conditions and Special ConditIons , the- latter shall take! CI-1 . 7 SPECIAL MUDIfTIO 3S = Spedial ,conglitions are- the pecif a :re uirozaeats wh eb are nLeces-sa;:Y fir. .the particulat piojeet cowered by the Contract Documents and not specifically cowez in the Cen- ral Conditions, When consideree iwi:th the 'en rol Conditions. and ot-her elements' -o€ the Gontz-act { EyocLimezhts they provide ,the-. into atia whi le the - tractor and Ov nez zhould have .ice cord r to gain a tho�ongh kn6wledge of the project_ ,SPE IFICATIONS = The SpeL-ificatipns is section os Part of the Conitrect Documents which sots forth.-L in detail t-h6 .requirements which m.u- st be met by all Mater.iax.s, Cons tri�eLion, workmaaship, egtdp.aeat a:z d services in order to renuez a - cojtpleted• and' us-e-f-dl Project. ' 14henave.r reference is made to standard specifications., regulaitions, re ifeinentsr statutes , etc. , such referred to documents - shall become- a oa*`t of the Contraot Documents idst as though they were emt►odie!d therein , C1-1 . 3 BOND: . 'Phe bond or bands are -the vritten guarantee or security furnished • by the Contractor- for the prompt and CIYl ( ) ti fai �hfvl ' psri' armance of the contract and include the iollowi_ng: a. PezfoxCk nce" Bond .(see paTagr,apb 03--3 . 7 )- b. Paym&nt . Bond (see paTagraph C3;...3 . 7 ) c. inte,rrance- ,Band {see' parapxaph C3-3 . 7 ) d. Proposal. ' or bid ' Secbrity (se6 Specie, Inst actions _to Bidders, Pert A and C2- . 6 ) CI-1 . 10 CONTRACT; The Contraot is the formal signed ag2-t.m�Lme_i�t ' btttween the 'G ner i:nd the CbnErar-tor 00v2r .ng �-�Le mut-aA Liaderstandi.ng- 4�f the twb contracting par•ti,e about the project to be' �Ompleted Urnahr the Contract Document-s_ C1-1-. 11 PLANS: The,-plans are th-e dkakwiiag5 or reproductions therer�7orn ata&! b_y the Qwm8r ' s represent.ati7e sb�wiT_ig in detail- the etailthe Iocatlol dimeansia4 and pgsition of the various 'elements of the pxojec! t .- iircln4lag such profilesF ItpIC-a-L cross�sa t'io s, lay6gt diagrams, waorkinig drab Lnlv�, -preliTaitary dr�wj,4gs And s,.xchs r�plemer al drawings ar. t�6 mer may issue t6 clarify other dr-awxngs or for- the purpose of sh�w�zng charigei' in e w rk here-ihal!tex authorizi�a by the Uw�a.e,: . The /, la s are U'Doc snaIRP-_it�y -boubd separately from other parts of the OJAract f ht! e a Part O Cthe CozitraQt i b-oc nts just as 'thou1.he � r ugh. they were bound therein. 1 Cl-1 _ 12 CITY : The City -of Pc)rt- Worth, ` Texas, a municipal corporq.kko.d , authorizffd and chartered- nnder th-e 'texas State Jr Manger , e_aob of which is required b� charter- to per.fokm' ape;:7i,fic clgtiea _ - Responsibilit moo- final Of Contracts imA o!7ihq t2 e _ of Fort Womb in by, 6hartex, iestad it-` tht� City _�dana-jer . The terns .City aid wne.r a�r� - I CI-1 . 13 CI 'T'Y. C-OUNCIT' : The daly elected $:,d qualif l-ed governing body of tie- City -of port Worth, T as . 01-1 - 14 . MAYOR : Th-e affiei-a1 + elected- •MAypr; • r -in hi.S ab enc t th1' Mayor Pib tem- .of tb e' City of Fort W6rth , Texas .' - C1T1 . 15 CITY MANAGER: The officjally appaih-eed and authorized FIT—, uag r of the City of Fdrt Worth, Tiaras , or his duly an horired representat;vf�, U-1 . 15 CITY ATTGR Y: The officially appointed' City Attorney of the City of Fort Worth , ' Ti�_cas , or his duly -authorize-d re-pXesentgtive. Cl-� fi3 ) i 1 a t - Cl-1_r 17 DIRECTOR OF PUBLIC WORKS t Trig d'aly appain'ted o,ficial of the City of Fort 'Worth , referred to 1n ' the Charter as tNe City Enginee-r,' c.r h-�,s duly auth�xrized -reprasentatzve , O1-1 . 19 DIRE -TC)R ,. CITY' WATER DEPARTMENT- T.be duly appointed Pirec�_ar of the Cit ' &ter i e ii tme t � P of the. Cit of _ cert Worth , Texas , or his di712_y authorized represe'ntati-Ve , assistant, or agents. Cl-1. 19 ENCI�_I P t Tho Director of Puh.1 c WOTXs t the Dirodtor of the Fort Wort-b pity Watex DepAr.tment , or their 6U] authorized assistant� r agents , engineers,, inspectors , ar superiat�ndents, c't ig it iin f-he 9ca.pE of the -PLrtictilar dutiea entrusCed to tbem. C1 --1a20 C,O TRACTOR ' The person , purson•s , par i2e ship, crsrnpariy, firm, association, or c_ arporation, entarfhg Putt a contract with the Owner for the 4exp-mntion of the work, acting directly or through a dulythared repeentie. st bi contr.antor 115 a person, z f Por- Ton, or ocher`s tinder aorttra t vith the prihcipal o bractox , sn gzn} -?n or a� materials or only lata,:, for work at tie sz a Of the SDRFT.IES; The Carp-orate b-o6ios which .axe bowed by allub bond8 are required with and for t�e . on'tl�ac t.ar .' Tbv .sureties engaged a.r4 tq. he fully responsible :oar the entire - ag2d sa is±actors fulf-ill#nent pf the CcutTa_ct and fit an-y. ani ail TeQtirexrant's as 'Se'L forth in Lhe : �unf_raLt 1)0&h , s and apprr��ed •-�ha..rg.�s the7t�i�; - :-1 PjRpJECT;' Tke coMpleted Wcjrk coat o_abed It and po` ere-d by t'he,,Zoatra_et Docum ts* inc�Ld?!�gti but not limited to Lha f-urnishU1g of all 1NOZ-, �.a��rla�s , ,.t�.�ls, eq-aip nt, and incidentals necessary to Prod-ace a comp?etba .arid servic�-_able proj8ct_ CX-l . 3 WQRZINGT DA's: A mworking day is defined as a calendar dig, not - including satardays, Sundays , arnd- legal holL'da s f i'n wh i r-h t h a 'veadher - car. other cgidi i0aS no} unc i t�r�'-C0ht.to2 f the oritr. otor permit the p�rf'�rzaazic� of the p�-z ci pal unit of Kcrk for a' p4riod of not less than seven ( 7 ) hours - between 7 :.00 a-M. and 6 ; 10 p.A. , with a c,eptians as permitted in Paragxaph C7-7 .6. -.C1.-1 . 24 CALENDAR DAYS : A calendar -day is any day of the weed or montb, no days being ,exceptad. CI-1 . 25 LE A:L HOLIDAYS: Legal holidays shall be observed as prescribed by the Citg Co-ti�Lcil cz the City of Fort Worth for Observa-nce by City ernployeez as follows C1.-1 (4 ) -Neer y8ar is D;ay -. january I 2. Vii. L_ King, Jr . Birthda TbIrd bion-day in ,7`anuary 3 , memorial -Day . Last n-d iy ih .-May -. Tri epend hiC Day Judy 4 S . Labor Day Flyst Monday in SspUembar 6. Vrinks ving pay Fourth Thiirsgay inove�Mber 7. Tha�akagkving Friday Fourth" Friday ire November S . h-ris turas Day Decemb'et 25 9 . Mich nther days in -_.iBiEj of h6liday as- the City Council I may -detjE!_VMiai Whe-n one :bf th,e above named hc�jida_ s or. a �;peaial holiday is dec3 r by the City Couihcil , falls on Saburda , the halitaay shall b8. ohsex%red c�n :thP- pT-ecedirrg Friday ox if it ft-Zls on Suneay, 1•t shall he oh6erlqed on the, follow`ia� Monday, by those enploxees working on working day ope'ralions_ Employees w.a�king oalenaa-T day operations will cons.iider- the caj.endar boll-da as the holiday. CI-1. 26 A-BRIPLE JATIONS: i eL-eve�- ' the abb eviatioras defzneel h�ei.n appeal iD CoDtract Dc��tzmerlts, the i atent and meaning sha1be as follows; AA � 'O American 2ssooiat-.ion of MGD . - Million- Cal Ions -Per State HigbL-v T-tansportatix) 1)q Offici�Lls - ASCE - 3 nae=Ivan .society of civil, CC'S - Cnbip 106-ot _per I-AK -' 1h Accordazce With ASTM - AWez-a:oan Seder ' of Min - Mi]aixaUTR Tektingatp-rials no. - P��n.oli"thie AWWA - American Watez Works � - F�rcoz�tum Associatlnn , ASA Afileiricaft Standards Association I.D. -- jos id"4 Diafxeter AI Hydraulic Institute O - D . - Outside Diameter -rAsph_ - Asphalt Blev. - Elegyration Av6: Y avenue F Fahrenheit Blvd_ - R6�41evard -- C atigxade 1 Cast Iron 7si. - In1 CL -- Center Line F - Food I - Galvatized Iron St. Sweet Lin. - Linear or Lineal CY - Cubic Yard l-b. -- Pound 'fid. - Yazd ME -- Manhole SY -- Square 5f.ard Max. - L. P. -- Linear Foot D. I . Ductile TrGn CZ-1 (5) i i Ci -l . 27 CRANGE O DtR : A " Change orde'rp is a written supP3a ental agreement hetwetn the Oirnp-r and the ant_ractor covering sc�mc add.ed 6 d U::Cti--d item or- f�=atlrse -whiff,}h be found .jieoessary and whish was n-ot sp�cificaijy 'included iiq the scope of the project on which bid's were aubDRatted. rncreaL�-e ire ua t �3antitias state iii the pri>posai are Rpt the subject Matter •of a hanjgi� �U-tdie r -an Ieass the is�craasease more- than of the amp of the partic -L ' item or items in the . original proposal. All *'Change- orders' s ia1Z be pre ar-ed by the City r-o-m "formation as nenessary famished by the Oontradtor . C1�1_ 8 PAVED 5_TRBETS A3 ALL:SYS : -A paved st_r,14et or alley sba l be- idefined as- a -street or a�lep ha in'g or of the followizag types o Wearing sur€aces a pl d over the n�tur� unimproved 3x&r=ac-4: ' z: may type of asghajltt-c oonc_tete with car wit�iout separate base mater aZ. AuY type of asphalt surface treatment , not i c ucling an of .edsu-rtace , with or wlthout - -s epa.tate bis a mat�ria�. 3 . Br'ck, with ax without sepatabe base -material_ 4. Concrete{ with or without separate mase rna�eri�, 5_ Any comhl tian o'f the above- l-1, 29 VNPAVESTREETSD STREETS pkv ALLEYS: An n-apa7ed street, a1l�Iyr a roAdwoT of aurfa-ce is any- area except thane defined above for "Pawed Streets and. Alleys. " Cl-1 . 30 CITY.- STRERTFt A City street, is defined as that a.r between the right=of-way ?in#s as- 'h `s ee is dedicated_ Cl-x.. 31 ROADW-kY: The koadwav is defined as the are-a between Parallel lzne's tiro . C 2 t ) stt.ebac-k p tbo cnrh liri,e or four . (4 '.) fe6t back df the av age .edge of pave7lent Where no &IiA exints, CI-.l. 3 2 GRAVEL §TREET: A g2avej street is any , paved -st4aet to wb aoh has beet adtled one ox, more appl-iCaLt3UriS of gr;avei - or similar material tither than the natA�al material found eb ta street surfage before arty improvement was made, f CI--1 ( 6) SECTION - GENERAL CONDITIONS C2-2 INTERPRETATION AND PRZPARATIOV Or PROPOSAL ISECT-TON C2- I TERPRE'T TION AND PRE-PAPATI ON OF- PROP 0.5 C2-2 .1 PROPOSAL FORM The- Owner' �r-ill furnish bic7de.rs with proposal " form , which will a main an itemx ed list of the ite-mz 6.fVork to be done or i� te�3al�s to be furbished and upon which hid prices are requested. The Prcposa_l -fokm will state the BiaderI s geiieral ondersta.ndirxg -of the project to he cbmplet-dd, pTovidle- a s.paci § for furorshing thp- amount of' -bid S-edurity , and, st4te the for 4nt"e_rirXg into a foratal camtract_ - The Owner will fur-nlsh- -fo3rms for the . Bidder ' s -F-perience Re Schedule, " and "FiAar_ciej St.atemo-rit, - all moi+ which. m.u.9t be properly* executed a.nd f? led -with toe DifectcTr c)f the City Water D4epArtment cnc w pr; or to the hour for openin!_ of b!"_ - TLS f iriaoioial statement regnir2d shall Dave bee-n pxr;!tpared by an ind pen #nt cextified pablic accountant or an inde-pendent public accou ta.nt holding a vapid p�rmit ilFa ed by an appropriat6- state liceosziig agencgr and shall have beap ao p� e'pa4'ed as to' reflect the cwrrett financial sttus. This s:a-teroe'n Wust be ne t end 1100: mdrd th-an cane .( ;) year old_ ' Ia the case that & , nkdding Rate fa1IE3 u-i tbin the time a new .s-tatehe-nt i-s beth ng ptepa.r�di the previous stateinie�t '.sha11 be 'ipdated by pzopex `'veer 'i6at.io I,ii u�d assets in the arao-ant. For an ezperie-nue re-card to be considered to be aece-pta j�le f6r a giien pfo j est o it Mn'-�st -red 2 eft she as -f s e ok the fiix m seeking' ejualizibat'1on in i4ork of '2�.at tis �az4� mature ar±d ii� i agja'itvde" as th-i� t of the p:�ojedt for vhioh bias are to he i e'cex**e1d,' �c oh e>`pe i- ]ice mnst, ,bavd- been an prj>jectS• coixilted not more than f i ' ( yeas prior to the date on ' Whieix are to be-"'recai pol ' T-l. e -' D-i.rector of- the Water �e.par`tment shall be s614' cage asr td' the 'a-ccept'abiarivy of e'Xpet1'&i1,ce f6r gttt L1 ificati ti- to bid 'on ' any Part Worth #dater DepaxtMj�at project, The prospective bidder 'shall schedule the equimint he has availabI4� .for the 'pxoject and state ttra- he wi i rent such i AdditicLnal equipment as may be required td complete the I - prnject on which he submits a bid. C2-2 . 2 1Nr:r R?BETA !0 OF UkNTITTE : The want?ties of work and materaaLs to be farnish9d as may be listed- Ln the proposal i C C2-2 (j ) forms or other,- parts 0"' the Contract Documents will be cor�sidared ass Mpg; cO cirn-ate € nly and will be used for the purpose of comparing birds on a uniform basis . Payment will. be made to the Contzaetor for only the actual of work Performed or__matez-1als furrnlshad in stric4 aecordart�e with the Contract Do-cum4nts' and Plana ; ' The q�:alitities of work �_o he petfrormed - and ma tear i als t-o. be furnksht d ,may -be increased or , deczea."aed as hereinafter provided , wtl out ire any - way -nya2ic!ating" the. -uit--pr-i�cs:, id. at. any 0 her, kequi eme]:Its o1- the Cantravt Doc_u zxts. C2-2. 3 BXAMINATION .0-F C.O.N'1kRACT DDq_UI_,MNT AND E;XT2 OF PROJECT: Bidden are advised twat ane Coat�act I}# ��teats �� f-i �;_t� theW--nar eha�ll ccnttitt#a all of th& infoi-Ma.tion W4iQb the Owner Will furpish. All 4dd-itz anal informati-on end data. wh tch tine ownez will- sup-ply, after prc�ipnlgatfo_n of the farin,4l oarn'tract doellmants siaall ]tie i ss.ux i� tha fora o- written addenda and shall become uart qf. ' the .Contr4tt _Daaiiments just ae though such addaada wez-e actuaiiy written i-n-#.o t'ha originjl �ontzact Doct�meztta . Bidders are ,a.mired, prim :o the filing of pxoposal, to rear and becomes t,�i�iar With the Contract F�o.c cents, to �risJ,t the site, of, the prajeUt "d LA -mi-ne -carefully all -1o6al coitditlons , to ipfAxqz theraselves by the r. a-wn iAd�-_pende:� r&s�azvh afiring,nd �t��res gat sy .tests,. rng, , 4 y �� a� oh h,'eT means as mai be _ue essa y to -gain: a . cor►p-I&te k.nQwl.edge of the c. n�itioas rhS�c i wil? b z�eon.mt,, red drag the 6orzrt ,c ioh of tzhe' pr0jP-:r,r -They mnsL udg*- = or hem. elve tl ,e diffia-Ulties of tic' work and all 4tt'�udin.q c�,rci�4 an ms affecting the cast of- doing the work or than tiiae regrai.t`ad for its comp.Zetion, and cxbt_gip ,a2-j info, ti n r.r=gPired to Make ntell!i e p apc sa Z. 7+Ia i 4zai in tion : ivan b the 0y�r��r ar a.ng zep,rt as-eat.at_ie pLf -the bv¢,�,e otha,�' ,thhau tliaz .contained, in the Contract Do me .ts ,a-__ro 0-fc-ft4pially �rc�n.t?,�s�ated �c3d,�u�a ttiereto, shall be .,bind.i-rag up td# ' tie i Oe s e x c i u 9 i L7 l a ii A 'ULP an Ch- r ot;�n est,:iMAU-__S 'iave.stic ti ,rz , .re aa�r l f , tests# ;,explorations, and otb6 data'' which Are aecessar foz EU11 .arid, rGm�.iete intormati-g-h upon which ,the -groposa; -is -to be`-bas�d. 'fit is, mLxti�allagreed .khat the st bmfssioa of a proposal is prima— ar le _ den&__ that the bidder hat made the investigations , a amination8 and tests her i,n. xe ?red. Claims for additional compensation d-oe to v at-17cxnsb--stwe-en'; con dltis.-As acznally encount_sred in conetruc:iou and as iadicata<d in the Cont-`act Decuments will not be allowed, . The Togs of Soil. Springs-, if ,a_nr shoi,*ing- ori the plains ar6 for §asteral information only and inay riot be 'correct. Nesitber the f C2-2 (2) } Owzzer nor ' the Engineer guaramtee that the . da-ta 8hown is repiresentative of conditidns which a,-etuall 'enc Ltt. 0272-. 4 SIIBICITTING OF PROPOSAL: The Bidder sha.11 s�b�vit his Proposal on the - farm furnished by- the--owner. - All 6larrk- spaces applicable to the PZ-Oje-ct c.ontained ire th-e Corm. shall be correctly filled in - and tlhe' Bidde , :steal -state. the prices , wr tte�a in ick iso �o�t�h wards and n" Imeralsi '-for hick he px.oposes- 'to do_the wark c.orite plat- dl or furUi5he the ?materials regtuire.d. ll such pricds shall be written legibly. its case of- disezzepancy hetrween - the price w-ritteD im -wcrrls- and the P ica written 13�merals, the price most advantage - to �he City shall govern_ if a proposal' is submitted b . ab 1hdiv dual, bis �)-r her nava must be signed by him Cher) arr his (hek) duly authorized ag"t. If a proposal Is submitted 'hy a firm , assqc! iatio.i2F or p2i.rtn6rship, the n&ma acid add--ress of, each member must he given , and the proposal mpst be. signed by a - member of ,the film , associalrio*r , ox partnership , or by a p�rs�� at k�oriae If pxap-osal is submitted -key a company- or orp r o!7 the oolngany or corport-te aaaite and busiaesa addre!s,s must he given, and the proposal signad by an o�flc_i�al OT duly authorlaed agent. The corporate seal must ,be afr axed, Power -of Attorae , autborizi�ng agents pr others ta- sign pr+�poSal m�xst 'Ye' p?olbarl ceAi3fied �ind m-ist be- ih. TAT 'jting .arid Submitte4 Wi :h th8 propesal_ �i C2-2. S RELTE C:KI ON .OF P ROPOSA1.9 � ��a�o.sa�s ujay. ba ze_jected i; -L2 e s mow- any a era. iin or words or f agxares , a -z EMas - tar_ call_eid Tort conditio)aal oz, uncalled 'fo.r alternate bits, I . incomplete bz'd.s, erasiires r or i'rregnlaritics of any -kind, ar COTtain 'Unba.larrca value of any items . :Prckposal tendere-d or deIivered after .the `o.tf-icial. -time. .+designated -for raceiot of i proponal shall be returned to the Bidder unopened. C,2•- . G B 1 D S ECU TY: - N6 proposal- wi11 -be cansld-ezed unless. it s accompa ie<a j% '!PtopasaI' S eonrit "" Yof ti ' Charac`te'r and in -,t ie amo-ant` ,iadica.ted ' in the "--h�4�>tice to--BiJ1ders " and the, �!Proposal .-k, The Sid - Security i0 -requlred.. by the Ownar-- as evida.Tsca r,f goad - faith- Dn tine part of the Bidder, and by'-'Way of a guaranty that if awarded the contract , the Biddex. will within the r-egired time executes a formal contract and furnish the required performance and other bonds. The bid security- of i the- . three lowest bidders will be retained until_ the contract `is awarded or other disposition' is mads thereof . The his security of all other bidders may be retarmed promptly after i the car�va_ss of bid8. C2-2 (3 ) C2-2 ..7 DELIVERY OF PROP; iSAL; No provposa2 will bL- CQns�de_ted uple.ss it is delivered'_ accomp an'-ied bar its proper Sid 5e•cnrit , to the City Lhanage_r ar his representative in the ofzicial pYace of h.tislness as sed f-0rt - in the '+WO-ti-ce to Bidders . �" I t is th•r , .. i der ' s sv1' res ,onsibiliy t dlive tie propQsa2 at the r, peer, time to the ropgr place . The -mare fact that a u p sa �twas d sp.atche-d , will snot be doas�dered, !4e' Bidder m,ast h.av& the .,pr6pggal actually delivered. Each 'nr4�po's.al, s ,,be. in_' a . tea.led, velope p1ai:nI was qi�d With the wcr�3� P"FROM ;,-' ' aji d-.the na is of d�!�;criVILUob o_' the prpjec- is diiEl aited- kn the :" -ot-i-ce to Biddexs.. " The anv'lope shazl be addidi!yadL do the Ei ty _Manager., City 'fall, Fort worth., 'Terms. C2-2 - 8 WITUDRANTNG VROPjOAL : Proposa-s &-ctuallg f iled s-ith _ the City Managar cp-p-hot be withdrawn pr-or- to Lhe time sit for crponing prapota-ls : Cegt•a�s-t for n a- �s deratYc n of proposal must he 'made , �n wait-ing , ad-dYess�Ld to the City Hanag-er, andfiled with bila prior to the tim' het foLr the Opening Pf proposals. After all proposals not req�_Iersted for n -con ider t a3 are opE=nea and pnbli.Cly read aloxxd, the P.roppsazs for which ,nona-consideration requeSES have been D�Coperly (ilea , at the option of the Owner, be returned C2-2_-9 TRLEGRAPHIC LSO XFjCATIfffl W -PROP0 ALU; day bidder Izay rnodi hl prs po aX- 4y tkiept -hjc commnnicaition at rrxior t�) the time set xoz' opening+ pr po als , Provide4 sugh { telagraphia comuLanica4ion i5 recei-7ed by , the Cit manager !Dri,olr -.o the' sand_ prpoposa.]a opeaning: t&me# and -0rovide-d furthe�rr auth*nticated -yam=iz< tertian of such ted. raphic com unie h ori over the 8igoa tj} z-e off` tflc l icddor was M-ailed Pri-OT- to .the pr pos el a, er .ag-I tI#ae. It s uf-'3: c�zz f lrmation is =t xoceived i h a forty-digs•t t4-8 ) . h-aurs after the `op aL on nc .ti zrre, no zurt.ber donsi xaiickn tfiZI I�e give-j5 to' tie proposal. C2-2 .10 PUPLI �P< tTI G- OF PpOSAI: - Proposa113 3;7hi chi haeme- been properly -fJ_Ied d, -fa-r wh'zch no'':"Igou-cons4i 6 f a t R8- ..hAs'era - re6'-_Ived *mill :b pui�licly ape' T - and read a1 ted by t}i City Manager err his autho-rixed ,repassentati,7a at the time and place indicated iii .the "Notice to Bidders . " All Probosals which have been opened a:md read iil reagin OrT file w;th the: Owner -until the- ,coria-'act has been awarded. Bidders or- thei-i a thorsr dz a er�tat v are invited t o be pre sent f o - the opening of bi�L C2-2 .?.l IRREGI]L,AR pRCIP08ALSi Proposals shall be considered as ei-ng °Irregular-" if thp-y show any cmission8 , altisrat ions b- r, , •ad i dans , or co, cdi tio4 s not called ft , -anaiathar i zed alternate- bids, or irregialarities of any Jcind. HOTAiever, the 2--2 ( 4 ) Owner' reser7es the right to waive any and all irregularitiers and to mn Lke the award of the ocntracL to the best' in.terest of the City . . Tendering a propc>saj atter the closirag hour is an irregularity Ohich. cannot- ba waived. C2 - 2 . 12 DXSQUALIF.ICATION OF BIDDERS - Ridders may be- ds ali,fieci and _hr eiproposals n-ot considered for any of- , but. not limited to, - the. fallow., ng zeason a. Reasons for belielvin4 that cajj-i�sioz�L exists among h.xdde_rs I , b_ R�asonabl a grounds tar belleving that any badder is i-nberes'ted ?n more than one prop6sa3 f at word con te- late r.. c. The kidder heim.g interested in any ,litigat�o� against the owner or where the owner stay have a b .� claim aigainiat or i�-: ei gaged in litlyation against d. Thi bidder tieing j_n rear's on any E�jstiF g cofitract or having on a contra�-t e _ The bidder. ha ng p.erfarmed a Drl r 'co.—Tact in an unsat isf aetor n_-nner.. ' . f . hack Of comgetencv as revealed by the financial statement, e_;€ erienc.*e record, scheduLe* and such imquirties as the mer may see -fit to make. Uncompleted wctk wac3z , in the - J-udgrilant of she w ere o;ill rxe : o 3�inder tie prompt ccs�pleti�n of additional VO' rk ifawarded. h _ The bidder Zot ` ,jjjnq with the owner , Brie weed in az - ng o asa s e foll�xwing= ' l_ Financial Statement sboWinq the fixr,,�Lnoial condition of the bidder as specif i ea in Part - i "A'" Specia-1 Instruct-icns_ 2. A current experience record showing especial y' the ,projects of a nat-are similar to the one. under ConsIderation , waicb have been successf'qlly co pie ed by the Siddet-. .n equips eint• schedulEe showing tie equipment the bidden has available mor- use on the The Bid Prgposal of a bidder who , �n the judgment - of the �"ngiiieez, is disqualif-ied under the requirements stcatea herein , _shall be set aside .end not cpEnE=d . C2-2(5 ) ART C - GEbxTERAL C0 DITIO S' C3--3 AWARD AND EXECUTION OF D DCT -TTS BCTIO-+7 63-3 AWARD AND MOUTION QF DOCNENTS -� C3-3 . 1 CONSIDERATION OF PROPOSALS. After proposals h4tFe been opened aid road aloud, the PrQpasals will he t.ab7ulated on the basis bf, the esu-otedpries , the qi antities shown in the i proposal, and the application of such for�'L11as ok othex i methods - of- bT7i_aging items to a cam-oon bas i g as may be P_stabLi;�;hed in the Contract Documents. f The total oil+_ajned , �oF t2kking_ the quip ui the products of ext p-ic s cps ted a t-h e imated a tlta s pltl la I-amp- surrL i Less and such athi-_r• quoted ami+ t�E; as mag enter into the oast of a completed project will ba �or��tdered as the a.34ownt of the bid. until the award of the -go-ntrTaot is made by the Owner , tna right will be reserved to reject anv or all pro-oo,sE jjs and waive t.echnicajilUes, to re--adva�tis-e for �w nropoaals, 0-rto proceed with hCb, w.or-� in any manne.: ZLs maybe con s i 6ez,�a moo= } .the hast 14iterast of she Owner . 1` C3^3 �M1Ndp_1TY' BUSINE ,EPS' E± tISE 1�iE -OWi _D SS S , ENTERPRI8 ALJ LSA M; ContractpT agrP_gs to pro-vide to -Owne-r, uppn- r-pquest ,_ complete- a*zd accurate Ln-fOrmatzon ragarding +dual rk p_erfoxme6 'by- a •�iinorit ff izqirLe s s �nterp�f,s e ( E) atind . v� a a Maa-CW.4.4 !T Busih En t.i�pz!se (WEE) on the con n and Qie -pg ment there or: Co�ntractpr fiarttner ., %T.-ees, upon rc-qu��st . �y - DwneX , a , ai Zo r aid u +n or ,fin . exaA ina.tion of any 606 r record6, oT tia:es ire the p05;5.enr�il3n of Gont_�ac for that will substantiate the actual Wofk perfoxm hhy t11e M-BB 0r . any mater ai Misarep-res,enta,tio,n of any nat-are- will be grg3.�ds far te=lzation of the uoriti�ar_t P-nd ,tor iaitiating • a.qy- agtioa under aypropriate- ,fPe4er'k-1r stake or Zonal laws and ordina.1ces •. zeiatin4 t.o ia•ise s +tenants; _ Etarthex`'F - any. such misrppres.entation .may be s[round-5 for di �citl it io ti.oa of Contractor at C;"er ' s discretion for biding, oD frit'are Contrast with the Owner for period of time of not less than six ( 6 ) months, C3 ' 3 . 3. SQ10AL EMPLOYMENT PROVISIONS - The Contractor shall comply with, Current Cite• Ordinance pz-ohi-biting discrimination in employment pract,icas. I C3-3 (a ) The Co.-jtzactor snail post the required notice to that p_-ffact .011 th& gr6j:0-t sifter and, at his regue-st , wlli bs provided assistance by the City of For-= worths Egxaal Ernploy,nent 0_ffzce3r who will refer any qualified applicant be may hav+� on file in his office "CO the Contractor. Appropriate notices jDa,Y a- be cqu?red From the E tial -Er�ployuEegt officer. C3-3 . 4 -WI-T$DRAWAL OF PROPOSALS ; After a groposa-. has leen road by the owner it can�a[tit by WJthdrawn b'Y the Bidder within forty-f- v6c ( 45) the proposalzi were c�Dened. C3-3 . 5 AwARb ol- COmTRAcT: The owriek ' reserves the right to wit_hholdf rra7 action on the p�`oposals: for a reasi�:kna_ble tirna, not: to 4e.tceed forty-five ( 45 ) days. aft�x the date of, oV�ning propcsaiS, and ire no avant will azu award bt, Taade uatil after zrty s igatianr ?gave- been made as to the reEponslbility of ;he proposed asaarde. The a-ward, of the co�atxac_, it an award Is made, will be to the lowest "d rest res .a_nsible hide:. Tie award of the contract aha?l nod beco effective until tree Cwn� --r has notified t Contractor in meriting of m�r_h mord. C3-3 . 'REITURP OF PROPOSAL SECURTTIBS : As' salon .as Pifoposed price totals have been detex-mined for co arison of hicYs, the � furrier may',. at its di.scr.j�tinn, -return th,p proposal zecurity whish accoropanie�l the pfap .sal wbioh, ia- its jvagznt-_z�tF would _- secx4ritilany lasuallY those Pf the 4hxea owest bidders , will be ��tiih:fid by t_hb { wA r n it the 'requlrid contract ha-5 been ear-ec.ut6d An bard �zxrais�reu Dr 'the & n-er has otherwise cl` s dos. `d ex th6; bids, a.1z r •whieb they will ba rettL-_Txed by tie C3--3 -- 7 BONDS: N4 th the oih_'xecuti on and delivery of tkij"�t Contract +Doaninents, . -t<he dpntra_ ctbr shah ,fi3rnish to, and- E11W. with the owriez- ih the am ounts her i=,_it --tdqtixtOd, the' fv1104-ing Jn6rids : a_ P2 ioRMAN CE ' B'D .D : A gDo and slaif icient performande bond in an amount nv't les than 1.b0 pc-'Y&ent of: the amount of the contract, 'as evidenced ?ag the pr-o'p.osal tabulation oz othezwise , g u ararLt ee i ri g the -full and faithf t1 execution of the �;or],- and performanr_e of the co.4tract, .and for the prOtec� icn of , the dk�r�er and all other persons agaJt�st 'damage by reason of ttegligenCGLOf tb.e Contractor , ar lmProPer execution of the work or the U-se o'f inferior mateTi6-1s . This performance O`3-3 ( ) bond shall guaz-antee the payment for ail -labor, materials , equipment, supplies , at$ sexv,ices asad in the consKru•ction of the work,, and- shall remain in full force and ez"fect until provisions 'as a h, v stiptllatad are ac�eomplished and final pa inen't. is made on the project by the City. b. RAI TE NAn CE BOND : A gppd and sufficiant -I .:uaiz ten�ance bond, in the amount of mat less than X40 p�*6-eat of the arflo nt -of th' e contgact, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt , full and faithful i perxrrce of the genera, ggarant;y which 'is. set -Forth' in paragraph C-8-B .N. PAyl 'Y' BOjgD; A good and pay t bond, - �n an amount not le'sa than 100 peraE rnt -o the a,mgnnt, of the contrast , as EvIdenced by the + proposal tabiilation Qar otheTwzse , gua?-a_r!Lteeinu the prompt, -fill and faitlful pav]uent of a.11 Claimants O.s de ixied in ArLicl,a 51.60 , Levis-ed Ci- it Statutes of Texas , 1925 , as amended by House Bill 344 ?acts tLeLSisla,tuxe, Regular essionr 1959 , effective A-Pri . 27, 1959 , and ox Lhe latest VP_r8_;,Dn thereof, supplying labor a,nd materials in the prosecution of the wc,r� ,provided - far irn , the contract being zuoir under ase speciticazons _ Payment ,Bond sttall femaia in force until al.1 paymerxts.. as abOVn 'StipUla'ted. are made_ rI, OTHER' BONI)S = Such other h.onds as may be required. by these Contract Documents sha?1 be in-nisl�ed by tb.e Ccrntraci�r. N0 surstiee will he accepted by the Qwner which are at the time in aefaL-lt or delit.q�aent on any bonds or which a-re iri er ,� in any ii ti agalrxst the 'owner. All bonds #La11 b media 'ou the , forms zurrxis ed -by the Owper and 'shatl�. , be ex cutedby ait{approvid. surety campan coo rig busies ss i11 t3Le ,C:Lty of Fart oXth , Tekas , a4il which is acceptable . to tl e owrxx . In order to be acceptable, the name of the surety Sha,If be .includ-ed 'Oz the'' current U . S . Tteasnx list of -acceptable suSeties,, and the amount of bond wT-tten by arty oT3e acceptable company shall not exceed the amoant shown on the Treasury lint for that ompany. Each bond shall be properly i xecuked by both the Carztractor and Surety Company. hould any quret . on the coA"act be determined unsatisfac'-Ory at wn time by t.h� owner, notice will b6- .given the dontrac Lor to that effect and the .Con tractoi* shall i=ediately provide a f C3-3. U3 i raew surety sati sfactory to `he Owner. Na paymLmnt will be made under tide oo3xtract until 4he new s-are4y or -sn*^etie.s , as requir-ed, hale qualified and hav4 b e-h accepited by fhe mer. The contxact shall not be opera civ- nvr will any �a yirents be due -cr paid until apprav l oma' the bonds by the Cwiner. C3-3 . 8 ZYLECUTION OF CObIT ACT Within tern (10 ) days aster th8 Ovnex has by a�propridte Te oluti6h, sir othe"ise' , awarded the cantrarct-, the. Obntr:act6r shall axectte and fi16 4ith the OwnL�6,r -fie Co traa't ,and such bonds as :gay .he regia3r . in the Contract �ocer�ts. No colitract sball be binding upon the ownu. er nt.i1 it has beep] attested by the city o et7rY , aPlprDr d as to firm and lagal'ty by the City AXtOrDaY, and executed for the Darner by either- she Mayor or City Mi1nag6r_ O3 -. 3. 9 FAIL ORE TO ETZ DTIE� . C0NTRp cT; The f ar lnxe ott the Awarder � ecutet the r graired bond -or bods or to slgo the required contract -within ten ( 10 ) days aft6r tN� centxact is Pwarded Ahall by tba 0wr_ar as an abancnme:at u,t bis proposal, and the Ogre- may ar�nial the 2LWard. By re�az3axi of the Uncertainty of the market prices of material and labor , and it being c`i��h1� and difficult to accurately d Lez-rfla n the amicant 'of idamages -accuring to the Qwner by r e a rln of saAd a�a�dee � s �a���a �� �x�CkY�B s,��d bo-ds and J cantralct 'Within _4 ih X10 ) ' diys , th-4 'p.ro]�OsaY secniity acconz,pan,rInq th6 P.ropo�>al ShAIZ be the 'agreed amount- of da=ces which pwner wi-12 Suffer kty mason 6f - such failure on t1le part of the AwAxde� and skull thereupon iihmediately be :forfeited tQ the Comer. The filing of a proposal will he cansidared as an a_ccap'tarrce of This provision by the Bidder. C3-3 . 10 BEGINAT TG WDRI{•e The Contractor shall 'not oc uatenee work until -au.tho,ri ed i� + Lritin+�' •�a do :sc by -'the 0;hex'. bo-uld' the 'C?ofitr-actar• -fal fo -co�harenCe vor)L the 'zta' of- th-a p' cf` �r thin the t'7' s i. u t ''in tire- -amt = n a u t h 0 r I z a ti o-n asual-,y -termiM thi§ - "Wr k -Crrd e r or "Pr'o'ceed Ordei " , it is agreed that. the Suzety C6rnpanp wig 1 , within ten ( 10 ) days ,ifter the comme-noement date set forth- in- such written iTithorizat~ on, cc=er3ce• the physical execution vi the C3-x . 11 INSURANCE.. The Contractor shall riot commence work hndex t-bis contract- iintil Ke has obtained all the insliTemce I_aquired under the Contract Documents, aqd silch' insural�oe has been Iapproved by the Owner . The prime Contracto'r shall bs rF_�spoiisible for delivering to the Owner the sub-contractor8 ' C3-3 (4 ) t1 certificate of insurance fox approval . The prime contractor shall indicate on the certificate of - insarance included in the docarrents- for axe-cu:ion vhe r b not his insurance o.vars a 8ab-contrctors _ It is the. ihten Sion of the 0 WneT that the i ns.ur�Lnce coverage required here_Ln shall include the -coverage o all ,stab-cahtrao ors a. CO PENSalaiTIO-A -INS-ORANCE : Tle Contractor sball M-a ntaln, diar-Ing tbac- lif & f this contract, Co_Mpenn 5aticn Insurance &n alx of 'his e*plo ees to be engaged in iAtork an thxe project under this comtract* , .and for all su]� -ca�tra�t"vrs. In rasa any class of ?mp o yes engaged irx ha ardous Werk on tht ,pr,aje"c!t nnae�r t 's contract- is rant protest undeac the oAers x Crnipehsation statute_, toe Contractor shall provida•dec u t empIoyar I s general 1iabi3i� fe.iarft ance or the protection df such of his emplayeE�s not so pratE�cted. I B_ C_OMPRBH-B 'Sa:VB GENERAL L1,9BIL)=T-* 1-9,9 RANCE. The E-cntractor shall procure a_n4 shall maintain during the life of this e. nt'ract Cbntactor ' s C_nmprehEin,-,j_ve Ge exaI Liability (Publir_ Lrabi ity and property Damage InsuranL-e) im an an�ouat n6tr Less thaw $ 5 (),0 , 9.00 eovaring a cis j occurren-ca on agcglint of bodily,, injuF , including death , and it an amount not less than X500 , 000 core_-±-i ng each occur�P-nce on account of property i damage with $2, 060 ,GOO nmbre_lla policy coverage, d. ADDITIONAL LIABI—ITY : Thi -Coatracotor shall tuzzlz;h insurance as separate polices or by addItic gal.• e-ndor8einant to OAe of -thp th e`FITI ]��] Q P �7t3Ii c eS aid In ' the am ur_t as s e t fC th fok public liability a-nd property damage, t12 L " . r • -1. C ut,ing�.n - iabi. lity ( C-O%reYs- eh!�-Ta7 C.a,ntzActor•ts Liability for acts o'f sub-contractors). 2 . Blastiiig, grior to any blasting being donLl-. 3 . Collapse of building-s or strixctures adaar_ent to excavation ( if exca-Va•tions are to be per-orated adjacent to salne) -. 4 . Damage to =dergro-and utilities for X500, 000 , 5_ Builder's risk (where above-ground tiructuTes arm inyc�ly,ed) . G . contractual Liabiiit - -covers all indemnification of Contract,} . d_ AUTOMOBILE INGBR NCt - BbOILY TNJL RY i D PIROPERTY DAbSA E:- The Ccntra;-- or. _s-hail px cure and maint�'ri� - dur-ia the-- I- '6f Urls-. ontr at e•,- Co_Mprehensive, kutomo il6 Liability insuran'Qe in az: ar¢ ouiat not -'e'ss -t'han $'250. , D-00 for iniviries. including accidental dea-t6 to- any pne person aria s-ubject to Oi,e iiiM6' ..imi't for each person an Lnnuiit not le&s t 'n 50D , 00 n aeq�6nrLt az one acctd4ntt aad aistxmhile ' prrsprg daiRag,6 insurance i-�l azi amoiint not less than $10'0 , 000'. ". S:COPE OF INSURANCE AND SPECIAL HAZARD . The i� der theb6v� p ag r p b Shall p17op'ide ade�'uate pro'ectian for the 0a�itraetor and his u2rcant ac;gra , respdctively, agaLast damages -ci alms whit!h may a)cise from o t5ra i.3hs nyder this dontract, Leth Snub opesat3op.�E; be by the wrsi_4red ar. by anyone directly or iladirect.ly exaployed by Win, and also against- any of the fes?l-o-ving special hazards 'OlUc!h bmy be er.aoUntered• . tae Pe_rfarManCa + o� the Cain tr'art- f_ PROOF OF CAftRIA E OF yhe Contractor shall furnish the OwXier with satisfact€rr- proof of �o�rerage by insurance required in thEe8p_ C6mtrac1 D6cumehts in am6unts} ,and by aarri�Rrs sat:i5factory+ to tie- owner .. (Sample attached, All insurance requirements made upon the Contractor - small apply to the- Sib- contractor , • s ,htkuld the Prime C-untractor ' s Insurance not covex the s - c r tract is wot'k operations, g. LOCAL A6ENI' FLOP, INSUiALNdB AND BONDING ; Tlie �a1 insurance and bonding r-ompanies with wham the Contractor ' s parzormance, payment, maintenance and all such other bonds are vritten shall be represented by an agent or agents having an offive 1 coated within the city limit= of th,e C3-3 ( 6 ) City of Fort north, 'arrant County, Texas . Each such agent 'shall be a duly qualified; .on,e upon whop ser.vkce- of prcxcess may !:)e h-ata, and must have tiat'hority and power . t a.c � o,n befiaif of the i insutamr-e• 'and/or borndin carupan 'to. negotiate and settle with, the City of Fort KO3th, or an othe_'r cla1mant , any c�,Aims that the City of FoTt Woxth or othei claimant of. .any property owner who -4as been d-amag' �d ,- • m-ay have a.gaxnst the contractor , inFurance, anO/qr honcL.ng comp y- If the locaY- in,s,nr�nee rep*-e_se�tati*� �s x�o't s6 empOwee p� bar the ijasur ]oe Qr bpnid-.ing compaAitas , then ELcb iAritbority must be vested Ln' a Local age]Rt car claims officer residing in the Metrogxex. , the Fort ;��rtl�-L►al� as Area. Tho nii - of the agent or agents shall he set i forth ot7- all of sn.ah bonds- and certificates Pf 'd3-3 . 12 COj9 R'iSCTS Q 7 0L3,LJGATJO S : Undor the Co trait, the CoT_ktr-ar_tDr shall day for all materials , labor and s-ervides eb dne . 3-3 . 3 v-'-PKL7 PAYROLL—z A certifled copy of teach Da roll oovlug 'paym4sn- t of-' gages to ail pez-son eagage4 in wo-rnn the pro eot at the site of the projeat shall b61=nishad to the I owned-F5 z:epre�antatfve ldthin ss-ven C 7 ) :',day5, aft.er the cIos-e Uf a h Pap]011. perfcs5. -A- copy or copied; pf tt,5 app3ie�b1.e mininum nage rates as set forth in th:. Cgm-t-ta-.et 11a;cn e-nts shall be kept posted in a conspicacb-G place at the site of the project at aII 'times-El d=illg the cQJart-�-,e Oft-" C_O-nt.raot . Copies of the wage rates w -1 . h furnished . th� -contractor, PY tbe- rnp�r, however, posting and protection of the wage rates shall he tha sespoDsibilit,y of thdl Cor)tractcr. C373 . 1_4 CONTRACTOR'S O RA T MI ISTRUXON Ccutraot�o;, whether �a pergon , persons_ , partnership , compan � a'ssoclation , corporation or other who is appro- ed tc do business with and enters into a contract with the Citfor i "r_,onstruotjon of water and/or sanitary sewer facilities, gill have or Shkil establish ' a fully operatioaal husiniess Offioa within the Fort- Worth-nailas metropolitan arca. The Contractor shall charger delegate, or assign this office (or he may de.l'egate his Project Stiye rintendent ) wth ful , authority to transact ail- bu$iuess actions rewired in - the' performance of the Conti-act.. This loomi authority shall be made' responsibli� to act for :he Contractoz- in all matters pertaining to the work governed by the Contract whether it be, administrative or otbe_rwise aad ae such sball be empowered, thus delegated and directed, to settle all naLerial, labor or other e p.enditnres, all claims agkinst the work or any other 3-3 ( 7 ) Matter associated such as ma-3ntain#.ng adequate and appTopriate in-sux-ance or secir-it coverage to-r, tha profi t . such local alAbox2ft for aftlnlstirat'n- i of the w-o-rk iaD4er Lhe Cc:mtract sha1'i be raaintained until all b'usialesr tra.,sa��io�s e}[ecutc$ As part of th-6 Cbnfract .are complatq�t. Should the o tract ' s prihoipal bass of operatio-ms be other than in 'the Fort # 6-r-t —Dallas eropoArea , .notiMtlitari ArLication cit, 'thy p ae �o s� s g rn e-f••1-- cal alithv,z-ity shall ba rhadb in to the, Rngitieer- in .adv ce of any �iork " o� t- e- pro'ject , "al'I a iopr-• -ate1 signed �r_-d sealed, as a.ppIiCab e, by t}ie or.,tracto'r ' s respc�ii-sible oL-finers w !tt the understanding that' this me�rff i man as-S-1.9nmemt of author;ty to a Foca] rep ese to %ve' shall became part o' the prgjec-L Co-rttact as though b64i�d dLzei-it1v intp -tbe prpj,ect docvi4ents . The intent- of these requiTemenfs is that , ali natters �s�ec� ate with the. ontxaotcr ' s adninist�ration, whethef it be oriented in rurthering t-be walk, or other, be gov�--rlxgd- cL'rect by local ax-�thority_ Thi8 sapne reguIre nt 4-5' irfip6�ad4 on -in�'ULzstce acrd surety coverage, gbor-ld the Contractor ' s local r�pr�s-e n�a�ipe fail, to berforra to 'Lhe satisfaction of ginaer, the at his sole ditcr-et-ion , may d-e.mance that s-4oh local i.ePr.es�=-ntatzve be --replaced and 1ha Enci-aeer v-ay, at his sole ciscret.ia-d � ; tap all mark mentij a ue-K local atithori,ty sat sfaot0.-i7Y- to" ,- b,a EagiAeer LE assIgn-ed . 1qo cre.d,t .of w rki-ng 'ti-M6' w l:-Be Zor periods in �rbh-cg Wdrlk �-Oppages Ria � In. effect f6r this' reason. f eh �t sive7: izr,�' a r x t n; 'Tari. C3.-3 C8 ) i PART Ca ENERAia COND TIOVS C4-4 SCOP' Cir WOPZ SF_CT±j0W C4� 4 SCOPE -O� WORK 4-4 . 1 INTENT OF. CONTRACT D Ob-UME' NTS it is the d6finite -i intentian of these Contract ,D.o'ciaments to provide for a ,ap].ete, tissful p,rojei�t wbicb the ContraQtar' undertakes Lo uorintruct or furnish , all iu full �_ omplianc:� with the i requirements arid, intent of the eunt.racL D6C!um�ntS, It is definitely understand that the Coat.racho± shall do al-I -�axrk as r provided for s n the Con.tracL Documents, shall - dci all a ha cr peal WOZ-k as mage cernsderdy tie Owner as re.cesr to complete the project. in a satisiactcxT and aoce 1 �t+at3ner. 'the Contractor- shall, unlas8 of herwfse Spec ificaIly: stated in :'hese Contract Doc-tTaents, inrtish all later, cols, materials, maabiner-y, equipment , spec7'ai services , and 3"ncide'nta:ts necessaary to the pro_%E!�cutioa ana completion of . the paroji�ot. C4--4 . $P:ECIAL PROVISID S : should any work- ar conditions whir-h are not 'th6r6ghly and satlsfa t rily s-tipt??.ated or covered by Geno-raA or Special ' Condi tions of these i�ontraat M)emepts 1e aAtic! ted{ or should there he aril .add:,t3onaJ . p-roposed w6rk - wh'Ach is ndt c•overad by thepo Contract Dcalxm 'ts, tb6n "Special - Yrovisigns " cove-ripg ,all act w rk Wi11 be prepared, by - the Owner px.evi'oias to the '_ime of aracei7in,F bids or ]�rap64;als far such Vcrk arra. furnished to th-e -Bidder in the form o.f Addenda. All s-ach "Special Prc}visiate'" shall be cons ide�rad 'ta -b-6 a• I)art of" the Contract aoci�_tTQents just as tbcugh they were originally vri ten therein. C4-4 . 3 -T C !?:A ED OR DECREASED =TITIRS: The C it ,Ter-ext{es the ri gh to 'a!ter . thy" quua&tiLi.L-s z)± t-he',work tobePS orf or-med b r to qkt-end 6r' shs g.trr :. P- b�' impTevements - at- .any ti mi� when arnd s fatznd.- to -be - necesdary, and iGh un�ra for -,shale perf-orm the L r t rk .altered ; � z� xeased Qr' decr4as-ad at.: t t pry^es_' SJjoh •�nor.e'a�ied or- de�reised quantity sh.a11 ,not--be mope than 2 5 perc4btpoi: the cont tplated quaztt1t�y of s-dch item or Mems. Wh6n such changes "filo-ease or. d'ecrbas e th_e arigixia-1 quantity a�E any items or items of work to be d'oz�e 6r materials` to be furnished by the 25 pel7ir r"t, ar. -ttore-f then' either party to the corntract snail upon written - request to the other party be .-entitled to a' revised- consideration -QP0,n that portion - of the voj`. abe E� or. b.e'iow the 25. percent oz th,e original quantity strafed in the 'Prl�oosal such revised coo8id�eratioft Ibe deterininecd by special a9repment or as here-inaftex provided for "Extra Work. No a l l Qwan-ca will he made for day ch an§es ire a_rttic-ipat ed profits nor shall such charges he considered as C4-4 (l) I waiving or invaiidatirLg any conditions or provisions Of the Contxact Doca mepts , Variations in gtanti_ tie's Of• sanitary sewer prpe-s -in dept-h- cAtegories , shall be interpreted herein- as applyi-ng :�o the o�7erali quaAtitiea Or saPitarY sewer: peva -in e-acb pipe sizer biat n6t to the various 46pth• catiigoLcies. CA--4 ..A ,CQ2 RA --1j,QC T .: RY Chaag� Dr der,, the Dwiiex '-res rvaes t-he right t6 make such changers in the Contraci- DooLment�] -and Ill the charactex or qQA.rit,i:tie•s o the Wpr,� ap ,rz'y be necessary or desirable to insuf-e completion Lill t6i5 Tkast satin F adtory mannan, prrorvided such cbenges do not r terially �o altet the original Cotzagt Do.cumants or change. tb+e general nat,4re. of th-e proja&t as a. whole. Such phanges shall not be coa idere' as Waivinq or, i4valldat•img anv condition or provihic,n- of ;the Comet-act Doc=ents. C4�4 5 CTRL -WOR : Additignal work made necessary by .chs-nges and a1terat:ons of the Contract DocumeEits or of qbkntitien or �-or 0', ier reasons for whiph no prices are provided in the Contract Docuruants, shall .be clafiaetl as 11B.tra Work° an6 Elhal] be pez-formed by the Coatractor in accord.auce with �hesa ortract Docu-manC-s o .app r- avid add i+pia�iS. be o; Provi-aed, heweVexr, that befaza a.-i�iy a ra mo3rk is begun .a ncha-nge, Rxder" sb-,-11- be eirecut or written nrder ..issnea ,bar the 01q�,��. .t0 do a th wo.rk for payments or cre •ts as sha11 be detP-=-J n.ed by one ormoxe combing'it>n of -tome- fallowing Mptbods: a_ unit bid price pre-7iausly ap q''4d- b . An Agx sed lump sum- C . um_c . The a tu.-a l, r ea-kn.kble cost of (1) labor, ( ? ) rental of equipment -Ron the - extra _w€rk. for the time sa L 6d at Asdoc-�-atm .G enera-1 �Ccpa rac ora = lu eri a c=ant .ent.er-lng perma,;n�--ntly imt.q toe pro�.ect , azi4. 'C$ ) actual- ccs f- -off;` inlsaraigc-e r bons., aid s,o-ci•AZ secu:pit:y' as idA ts;rm.ned by., the- own er{ plus - a `axed fee, t6 be 'agreed upon but ncrt to exceed 10t o� the AcItual cost Of such extra work. The fixed tee is hot to include any additigniAl profit to' ,the Cont:�avt'or fez re�atal of equipment aged �y h-m and used for the extra rOork. The -fey shall be full and conolate, compensatiot to cover the cost of super nteade.ace, overhead, other profit , general and all ocher expense n'ot included- in (1 ) , ( 2 ) , 13 ) , and ( 4) -above. The �ontrector shall keep accurate cost records on the foam and in the rnet1 hod 'r C4-4 C 2 � suggested by the Owner and' shall give the owner access to all accounts , ' bills , -vouc-hers , and redbxds relating t:o the R5ctra Work, -No 'Thange order" shall hegom� effeon�ive uz�t l it has been approved and signed b each of tl�e Ccrxtrac�ting parties . No claiya, for Extra work of any kind will be alb ��r�d uzxless order-ed in- irrit'illg. by the Owner . In case any orders or in��tr-toi; 0ni, eithp-r - ora'1- c-r itten appear to the- Contractor tQ irmolVe F tra Werk ' -for 'Which he shC)UId rie-ceive i odmpen-s.aticn , be shall nuke err?tt n cgtieat to the Bhg near i for written •orders atxthoriziag suob Extra o-tk . prIcr to bectinni-Ag Such work. Should -a dif-ferenc!e arise as to what dotes ordoes npt }. � �stitutE�t.ra Work, cr' as to the payme4t Uhe'reo. ^ r Aiid fha Emgihefer insist9 upon its perforiftance, the Contractor shall proceed y ith the taork, after mak.in ` wrltt request f_-cr wxi-t t-P-r3 crdere and shall keep an accxtre�� aocoBnt �E the actual reasonably aQst thereof as provil.ed Hader method ( T-.ein O ) . Claims for e K-Eta work 30=11 not be paid unless the Contra-ctar 8ball fill�t his claini with the Owiaar within five ( 5 ) days before the tine for making the first esti -te afte3: such work s, done- aad ua l e,�;s the claim i s , supported. by satisfactory vouchers 'and cert==ied, payro13s covering all labo#` and materials expended upon the said Extra Woric'. The Con'trac-tcz shall itirnish the -Owner- si�gb installation as may be neOessary to ahable the owner to • pr.epare gar pe ma eut recoard. a corrected set of plans showing the 4et-aa! instAllation_ Tba campensat ion - agreed upom for ' ektra ,work wh6t21er or not LHitlatizd by a .' change order ' shall b_e .a ll, coMplete and finial payment for all casts Contra"O_toz J_geurs as a r;6_sujL. , or ;elating to 'the change or extfa work, whether said costs are known i un=known, foreeee4 or• tnfar,csoe1:jL at that time,' iriciT�ding w thous liin' itation, anv cos-ts for delay, . ,ext:ended -6-verbaad , •rippl, or impact cost, . or, any other' eLfcact on charged ' or tinchangad work as a result or the change or extra work. C4-4 . 6 • S-CHEbUjE OF OPER T?'ONS.. Before, coT me_ncIr�g .any work liDder• this contract, tine ContractoIr shah st�.bx�it to the Own6x and , receive the Owns--r } s. -approval thereof , a "5ched'ale .of ODerat ions ; " -shoving by a 9traAght Iin�_ mehod the dates of cordMejacing and finishing each of the maj,ar elements of the cantr.act . There shall he a-Iso ehoiM the esgtimaLted monthly vest of work ztdr which estimates Are to he e--scpected. '?`hence 4-4 (3) f shali be relent-ed also a com osite graph s-howin the 1 anticipated progress of 'consttuo-ti.on with the time being plotted horizoritaLly and the percentage of completion plotted vertically. Th& progress chalets aha II be' pre sled. o-n- x 11 " sheets acrd a� leant rive black or blue. like prinLts sha11 be burnLShed to the Owner. C4—A . 7 i�1R=,RRSS SCHEDUL-9S FDR WATER .AN))_ SEWER P' Tt".T ' is XT„%s�7 T th in -ties ( , d,a 32Gsr,i o u brn i s-S-1 0.n , of First jrLc Mthly 'progrens payment , 'the Contractor �-ha-lj prepare and s it to the Owner for approval , siy copies of the schedule in which the Contzactor proposes to -Qarry on the work, the. date of 'Which he will start-tbe leve-ral major activities MnLcluding procurement of miterial s , pt a s, nd eQ,P-iTameat) and the 'contemplated dates fir*` coi;pletiag the game . " '-he s&h-edule shall be in `the form of a t.me sche Cr-tipal PAth Method � gP.M) netwoa r:k dia-gx-E�Ln_ 71s the Work progresses, the c6atractor shall i Inter on- the diagram the act-aal progress, at the en-d of each partial Paryment OE ri ad r at: 8-ac,--h into -vals as di-ec ea M,y the Th. tracza shall al.ao' revise the 8ohedu7 e to reflect at)y adjustmeats in contract time approved by the xpgineez - ;r�e copies of the -apdated sohedtiZe aball he df-li , re at S'ach iatervait as directed by the- owner_ Az- -a Minimam,, the 4:--ons'tracti0a rchacli�—] e Steallacarp=a_te all work elemants and actjvit-jes je-dioated in the proposel a a -i u the techniQal Spec i cati s. Prior- to t-he fir-ai draft-i g of the detailed cPastrUct!arr schadule , the - Contra,et-ax zhall review '4-Tie -.draft sghied-aje Frith the Engineer to easure the Cont, tor ' s unclor�t ding of the oentract zeqairi�ments . The £oi�owiAg guiclelitk6s siva?i be adheretd to A--z preparing the cons-ru,�--tion schedu'lis: a. Milej§tnnei dates and i inal project uOln 1 .tion dates shall: . be- devel:bped to conforM' - t o rhe 4-- onstrain:ts , equehc hg requiremen-ts apd -COMP E�tian time_ b_ Thi ccrost rdction process shall be divided into ac ivitlas- with time duratidas df approximately fourteen . (14 ) da re and codstruotion values not to exeeea $50 , 000 . Fabrication , delivery and st;biittal activities ar-e .exceptions to this guide.in'e, 4-4 ( 4 ) ti C. DT.Iration$ shall be ire calendar days a d norzei ! holidays and weather conditions over the c�ur�4ia.�s A - the contrAct shall be accbunted TM within the duration of each activity. i A. Ono critical path shall he shown on the -construction -schedule. e. Float ' time is def �hpd ir� the Axa-unt off ti;ae between the earl.Wt start date -and the latest Start 'date o; a- Chaiia o 'activit 'es 'Df- the CRM Constrdctioi . schAdule. Floattiar I& riot f.cr the excLas i-ve Ilse W benefit of either to Contrawt or th8 Ownerc f_ Thirty days shall be used, for snbaft—Lal review Ales s of Wrwis e speoified. e constructioD schediije shall as a -.:alnii�afim . be divide:d into general categories as indicated in the Proposed and 'deur bMal SpecifKations and each general Patec�ary sha;3.� lie broken down into act iwitieA ?ri enough detail to ach i e ze activities of- approximately fourteen C14 ) days duration. + } For each general, category, the nob struction schedule shall }! identify all trades Cir subcontracts wbose mor] is represented by ar-Llviti es that f6116w tho guidelines- of this S�-!iction. For each of the tradea or SU con tracts, the co schedule shall indicate the foil �� i�g p�'ocn�am� r��a � cozist.ruction and praaMeptance activit,ics and eleents in theit logical yeggenc, for equipment and materials. P repai atibn &nd txanssIt Lai, of subwA tt:als . 2 . Subsittal raviev periods- 3 . Slop Obticat.ion and delivery. ar Areption or installat16n. Tian mitaJ of man�#actiarer ' s operation a-nd mainteAance instruetions, 6 . installed equipment and materials testing. 7 . Owner ' s operatpr instruction ¢ ii appiicablef . I B . Final inspection _ I , CQ-4 (W 9 . Qpevatichil tes tiny_ 104 MAI inspection . If , in the opinion of- the Ownar , work accomplished falls bebind that scheduled, the do-ntrac.t-or- 8bL11 in 8�ch aption ar. -necessa� y toimprove his grogresi. Tn aAdition, thy- mer- ray rikg4i; e tohe Cont-actor a . v i revised s c it 3,o a`e a i, . ra xr� hi"s �ogra am � o s e� plan to Mak4- urs• 1 g in sAndelOf progress and to insure compjetIon oT' the work within the contract tine, . 1_ 'tlxe S-wnar finds t fe pr-gpased PYaR not acce-ptable7l he Vinay re-quina the Contractor to- ineic-cast� tha vor-k farca; the OpKst.r uc t s oto plant end req pme , the number' of work shy±Ls or the dvertivy opethtians wit but additional cos; to An owner. Yail-are of the Contractor la nopply with these a requixemant-s shall. M consiaared gronnds for: Bete-raznation by the Owner that th'e Cpu ;actor is Mling to Pre acyto the Wank with suh4h diligence as will insure its colipliation y ; fliin the time specified. r - - ?ART C, - GE E1 ..L CONDITIONS C5-5 CONTROL '02' WORK ARD MA'T'E R IAL SECTIGY C5-5. C014TROL 01' WORK AIM. MATERIALS' C5-5. 1 1 A-UTH6ATTY ,0F FWGINEER: Th.p- work shall- hie V-e foamed �,a the sati_sfaction 'of . the Engineer grad in strict 'C0Mpj__ianr_e .with the Contract DOeLI_nents. He shall decide a31 qu�stlons which arise as - to the q_tiaZi t, a-nd acceptability of mat-erials furnished ,- work performad , rate o;. progress of::7 tb�' work, QVe a1I, s'eq_U fRCe Of the "cogs tr-Lictti oz #' i iiter�r6tat ion ci ' tta .ott.-act Documents , acceptabie fu 2-i .lment of- the compensation; Wutual righty between dontractor arid- owner -Linder these Conb racT Doccments, sxpervl4ion oz the workr. r.esurnption of eratiaias, and all athe-�c g3aes i ons or disputer, wh ch may - &rise _ Bngljueer will not be re�p-onsible for CPntractaY " t means , !iethodsris hniques. , equ.ences or procedu -es of construction , �z the ,safety Precaution and program.,g incidel3t i the-rets, aVi he i?1 mot tie re -poiasib?a fo-r C�ritrac r'r.s failure -o perform the work in acvor dance wi th she coatra^t 4 He 5 h a I I determine the aiLall-at -d13C1 qualzty cif tJae 'wbrk Completed and materiaU furnished , and h'is agcisio`as an€l estiha<tes s.ha11 be final_ His a-stimi�te,!3 it rucb ov�nt shAll be a' aandlticm to the right -of the C<]Iatnactor to� receive Loney due hM uz eic- the C_o_FETaQt . T6e ItiTpE 3 1f �."� L authority to enf or ca and r ake� e ffteot ive sT�c xi-ec-es s ary decisions aad orders as the ContractVc fans to 'carry out promptly, I,n tic event of at . 4i5p.ittP_ betwgdn the An inear and catr�gtor ver the decision ' of tkra -_hnginee� aro any s�xch ;r atterrs ,, the' Erga:'n-eex must , within 'a �tea$onable _ime, Upon wz► itten _re est of the contraq�ort reftggr aria -deliv(fr to both the Dwr).ar and o-ftra�_tor, - a .On .the mat-tef in CB-5 - 2 CO FOPLMITY WITE PLANS ; The finished project in all ,casesr Shall ecnfbrn with lines , grade's , doss-Sect?on-s , finish , an.d dimensions shown on the plans or any other requirements otherwise described iq Eb'e Contract Documents . Amy claviation from the appfdve� Contract b0cuments recluirod by the Engineer during construction will in all cases' �e determined by the Engineer and authorized by tIxe Owna)e by change.. Drder., 5-5 (1) i C5-5 - 3 COORDINATION OF CON[TRA3 TT DOCUMENTS: Th-e Contract Documents are made up of several sections , Which , taken together , are intended to dsscrihe -and prc-,7ida fog a co-mplete aTtd useful project, and any Tequxremf-,nts appearing in one of the .sectsons is as hinding as though it Occurred in all 5act.ions; In case ox- discrepaincie-s., figured dimension shall govern over sca-Ied di-mensiah i PIF- as shall -ci-O cern over specifications, special conditions shall govern ove-z general ca'a itic'as' an4, standardspEicifica�ions, and -c tgtitle!� IshoT,rn on the ka�s shat-1 govern Qye—r- ri-bose shown iii the' pr asaI. The Contractor shall abt take ad n'tage of any appardnt error dr - Fill 8s o!] 3 j$ pit act DoCnz ei�t t alid tae -Ownir�r shall be permitted to maXe a-aoh cbrreotidas or ifiterpr tatians as may be deemed a ary -foie the` ,;.'qltzlln►e�t of the ; M.t'eat c� the Contra Sac a ts_ In the evert ,the- i�artzactar discQVers all apparent errs et di scrtpanc*y, ha shi-*11 imioadiat'e��y- dal l this condition to tllie atteat oa of the Engrinee�ew In the event of a cop-flirt im the d..rawiiig.s, }s ecrice ao aj or other rtio az the Cont a(,t Duca-meatg which were not r,�pnrted prior tD the award o out a t � t i Conlraotc�r sjjal' be d.eem�d to baja cmoted the moat' eye en�slve resolution of th-e conflict, C5--5t4 COOPIERATION OF ONTR-kCTURt Tha Contractor will be fvirznishe:d with thr-e-a sets of the C=tract Doe eats amd sball have a-valla_hle on the titer c�r the project at all tunes one set DIE S; ch CGB tract, Docr-fte ]ts. Tl e ont'xa,ot small give to the Scor-k the- uon,stant attention n-acessary to facilitate the urogXess thi'-�re'of and Shall oop2z-ate W s ih8pectorr and oLja-ar Contsr;-ctors In evdry possible way_ The Gontractoar shall at all tiz es have competent personnel available to the- project sate f.or proper Der fokm nce of the ori, The Contractor -srlalI proi*ide a-hd maintain -at all t at the site of ,-tbe', giajgct a co,�petent ; En,g11sh.�sp�alkinq '' iapeiintejida'aft arigd an Ass i9tant Who are full-Y 'auth-oriz-odr-to a-ct - Coptrii - to.t -''s ' agent oin the-' �o.rk-. ' .S'-Qch supe atend it 'd lis assistant shall b8 4�apablE� cd -reading and lmderstandin5 the Oantrac Documents and shall receive and fulfill instructions from the Dvnerf the ERginear , or his authozize8 repres tativp-' s . Puts-dan't to this r68-06nsibijity of the Contractor t the gontractor shall designate in 3rritIng to thA- pr•ojact" super'intendent, to act as the Cantractor ' s agent on ` the vrork. Sued assistaa o ct,'sn r r tend g sbAll be a resident of Warrant County, 'texas anA shall be subject tq call, as -As the project upprittandent, at any time of tht day or night Sri any clay of Lbe Weep oa w'hicb the fug iiieer de termines that cLrourttst_antes ragnire the pTesenc-e on the .projerL site of a representative of the Contractor to .O5-5 (2 ) ' I adequately pxovida for the safety or i::Onve;Iienc�e af the traveling pu-bl i c oz the - owners of property across wb i eh 1--he pyo edt ekten'ds of the Safely of prop4rty contigT"Ous to -thc- project routing. The Contractor shall provide all facilities 'to. a able the Engindj--r aid hip c-' ins�peetor to examine an:d lnsp,ect th-e -� -worlkmaa,5bip and rnaf-erials &-hte,ring int-o the work. C•5-5 . 5 2LiEAGENCY AND/OR -RECTIFICAT-1014--WORK: When , in the opInIor� • Df the owner or Bngineerr a cOnditaan 0r '�Inergenc exists related to any part o� the wD�rk, the Contrac-Lor, 9t the - conr4ct'or -hrpLgh hi.9 d-Asignated representati ve , sh411 respond with aispatch to R- verbal' `-requ; s-t made hY �t e Q i r or Engine-ex to alleviate the emaZaetcy oondi tio.n . Such P- r sponse shall co-or [jay or night, hetb& the project - 18 scfiUled o a calendar-day or on ' a working-dad' basis Sho-aia the Contractor, fail to respond to a request from the Xngi€, eer to rectify an.y djscreDanoies , omissions - or corrections nE�a4ssaTy c� C X1Tb i:. 4;'3 i3 the rsgn-iT ea -L5 �f the Prinject ,sgeaifiulations or vla.na , the Ezglneex shall give Lhab Cont ac-br written notice thp-t such work or changes are to be performed_ The- %rritten motice shall direct attemtz o to the disure condition and sequin s t the COutxa to to take remedial action to 'corre:ot the conditio-A _ ,-in t1Yr= 'evient, the 0hj—La'ctar d-oe-s 'not t;ke positive steps to- fel%ill this -,Mitten ri�-Ique8L, or does act show ]L,:st cau e for not taki5q ' the- proper actioza, withid, 24 haktr-s r - the City may -take -aiicb remecla.a1• actign -with City fords ax b contract. -The City- shall then deduct an amount equal to the ent'ixe. `acs:s for such ie1,metdi -; ,action, plus 25W,, frc5in any funds clue the CoatraQtaz oh the pfoiect, t5-5 - 6 FIELD OFFICE: The C��ot�e�ator sha� 1 prov1 de ,. at no extr,A contpeasaLtica, ' n idequate ffela oflxo,e for us-e of the Erigf e , if sp'ec'ifically called for.• Th flelEl- office sha-� ,ae pot less Irian 10 `hy. l4' few-t in -f-laor r ar ulbetaatia� lir c-oastr.uctedt well heated , air lIghted, and # ether--proof, -so - that d6cumedt"g will -nat he damaged- by the elements. C5--5 _ 7 CD STRUCTIGN STAKES : The City;-- through its Engineer, w lZ furnish the - Contractor with s:ll 1-fines , g�rade,s , and measurements necessary to the proper proseeixtion and control .of the Work contracted for uncier -thp.se Co,itract Documents., and line 1 gradP-s and measurements will be establ,1aktq�d by. means of stakes ox , ether customary method of marking as. may be €.aund- consistent with goad practice. C5-5 (3) I ' These s Lakes or markings shall be set sufficiently irI advance of 00n5trIJC cya 0-Perati0ns ,to avpid delay . 5•ar-h - st ies or rttarkings as xnay be- ,established for t&! optractor ''s use or guidance shall be preser-ied by the Contradtor until he is authorized by the gineer to remove thea. Aenaver, in. th`e opinion of the E49-nee', any stakes or markings hive beep carelessly or- willf-uYly destroyed, disturhea, or remoVed by t ie Contrabtor or Any -of Bir. a'MpI s , the fu-Il t df red?aging such ktaken or marks phis ' 5'- wi 1l be ch'arged ga rs the Con aeiro ; n'dm.t<i3 L1� � a un t` *i11' be d ed'act eco froom pa". 'ent crus -thy r-ontkactor. CB -5 . 8 DTHO-R-I 7. AND DIJTI.ES OF CITY IMSPECTORS : -city lnspecto7�s will b-e- aut4?ir�zed to inspect all work d T-4 and to be •done- and all xz�- eriais furnish-d_ - Such insp LItioin May s teal fo all or any P'ar.t• of, the Work, aad the Preparation or manufacturing of th�3 materia'Zs to he Us9d or equipi5t 'Lo be ?nstall'ed. A City InspectQr Xay be stationed on t.bI&- WGxk to re.pext' to the NrIgin.aer as to khe prog-t-oss of the €ark and the manner in which it is -beta- performed, to z-eport ar:- ,evidence t�zat- the -mate?als beii`g f;u_nished or' the work b��� performed by the contractar fails to f-alfiii the of the Contract Documents , and to call the Of Lhe Contactor to -may ! tuab failure or othrez LufringcmeDts _ S-ac_h inspectiQn , o_r l,ac�k' Q; 'ias� aot on W-11 1 . --riotrela.eve the Contro a-ctor from apy. lo-blig-ation _t;o perioTp the , roi:-k in a.Oc�ordance wi-b 4h U # mez�.ts 6f the cgntraQA- Doc ents, : in, c-a-se of any disiaaa ar-is r� bkween tl�e' -Con r ct r 'and fhe Ckty -In�pe�os a4 to the riat�riais pr ecplpimiit x is ed or the nn . Qf .P-ir�or�i n'g t' .e wgiLk, ' h8 r- t �nspe&-ta's will have autho�ri_ty, tp ,rejeQt mate.�'aLls 6r' .equipxr�" _t s+��pead WOXk tent, l the .g4esti-on at: Ixssge can b& referr.aa to deaid�_:-d by the Engineer. The City Inspae" WWII not , h-orrever, be a-tthorxzed to rzvokc-, a?te , e larger or re- lease DC+culi1�_-nts, jiDz- to appjinva pr acpt any po'rt � r set3p t e wo7 ; r to,,.=' se auk in'str�uativns-. nt-rary to e ,racl-x r m nts o zhe �or�txaCt Dac"er+ts,, Vie. 3 ?• . n-0 case amt . as superintenc eu or for` amen .ter p,rIT(. ane y ,othr_ dufr C t�8S othe � o4a or , or interfere with the - an, gemrt pr r'a �on at the- 'Wor' _ ' #ie will rat accept from the contrac-6r any `coapenFs'atJLPn iJa az y &-arra for perfomLng any du 'ties . TheContractor shall regard and obey tie direction's and instructiops of the pity Taspector Pr Er :ice r_ Vhea- th& same Pre a4 rnsfstoht with the ' ohli.gations of the Contract Documerits ,� provided , however, s�oal2l t1he Contractor object to aay orders or instructjons of tie city .lbspectoTzr the Contzactor snap within six days make + ?Lt n appeal to the Engineer for his decision on the rnatt�-fr in �o�trov�rsy. ' - (d ) C5-5 . 9 I S_FE TION: The Contractor shall furnish the Rngiaeer with avex 'yeas&na-ble facility for ascertaining whether or no-,- the rotthe work- mss. performed . is in accordance with the requirements or the �ontrabt Documents . I :-he Engineer so requests , the .CQ X_ a for shall, at any time before acceptcancs- of tEi! work, i remove of un. tier such portion. of the -f inis.he.d work as may he dir&Cte'd . After examination, the Coatractor shall restore 5a! dL .pCTtjo£?S of thG work to the standard required by the Contract. Documents_ 5ho,a d the work exposed crr exal4 ned prove ac!c.F;:ptabfi e , the u_ncoire ring c>r re-moving and replacl jag of the coverz6g or ma k�fta good of the oasts rc-mo-led shall be paid scr as E XXi:a work, bu t should be wprk so exposOid or a_xaininsd ' prove to b & unacceptable,, the -uncovering or removing aid the replacing of all adjacent d'efecti-ve - ut darnagred. parEs shall be nt tine Contractor ' s expense, No work shall- be do a ox, rnateri als used Without suUtable superVi,9i.on .or inspection. C5-5 _ 1-0 -M OVAL- OF DEIT.0 `IVE- AND U-N-AUTHOR IZj�D WIDR]K: All work, materials, o eta gx e w s ch bas b ei re acted sbal ? ke remedied • or- removed -and fiplaCed is an aciaeptab�le manner by tea Co t�eact[ar at his own expense. Te2orh dome be_yondi thy. 2Ines aid g-ad&s given oras shLo�rn ,on tLe plans ; except as heTgin r ep�oiflcall o i ed, nr any- Extra Work done wi-thous writiten atilthor, ity foi2l b� r4naidereud as �n�-Dthaz-ized and d e _at the exp eVS-e of the ContraCtor and will• mot' -he �aAU for by the pwr� r _ fox-k so .done may be ordered removed. at the contractox ''s expense_ Upon. the failure on the part of the Duutra6+-6r, to Comply with any order of the Engrineer- made undue Lbe .pr<*_Isions of this Paxagraph , the Engibeer- will have the author-ity - td cause defect,ve wcfk to -be xpamed'J_e'3 or removed and repl kbed arfd unauthorized work to be removed ai+d, the grit tbereof. may 'be deducted- from any m�ngty dui aT to- become due to the C nLr.actor, FailUre to 'require the rano-val of any - defective .fir unaathcrized 'WPrk skull next constitute ac�eptaiaee o� s-uch Trrc rks. C5 - 5 . 11 "E1jES`1'ITUT'E MATERIAL OR E()UIPMERIT z if the- pecifxcart}oafs;' taV., " ordinarice ,- soden' oz regulations perwit C6n.tractor to"• fxirrrish �-_r IaS6 a 5ahatltute that is Agin to any i material or equipment -spec-i.fie5, •arid if Contractor wishes. to i furnish or ' usa' a proposed substitute , he sheep.," prior to this preconstructi6a coaf-erence , make written 'application t..o EIS -INEXE to c approval of ,Such! substitute semi y�ng Ih -WzitkT-1g• i that the proposed s .bstitute will perform adeaiata7y the ru r-tions called fair ' by the genera.. design, be sxmil6r• and of ea aZ substance to that specified and he suited to ,the sam6 ase and capable of pa<rfarminq the same function as thAt --�Lgecified ; 'ald identifying all variations of the pro-posed i C5-5 (5 ) i Ik L substitute from' that specifle-d apd indicating available maintenance -sarvic .sx i �tute , Shall be ar cr d or installetd withou toe wfitten approVdI of _S6girieer who mill be .,the jadg_ a of the equa-lity and inay r&gd!ke Contractor to furni�s�h such..-oth6r data about the pio�6sed a`s he Consider-s pertinent, NO siahstitut-e LShall I)e ordered- or installed .without sucli pe�rf'ormamcFe ,giiafahtee and bongls as Owner ma_y -.without which shall be fur•rilshed at ontr�#ctaz: r S exp o a Corrtraat.o sbs-1l _4ndetmn-if�r- end, he Id �ha,�in?ess 0,ym_er and TE-ngiriee� amd. a,_,wone directly or indirectly erap?oyed by- either- of Them fronp a'iad ag,aix�_st th8 claims , d¢mages, losses and Iens'e8 Unpluding attorneys' ices ) a-rising aut of the Lse Oi substitnt Ma�terlaY� oY C5-5- 12 SA-MPLES AND TBSTS OR MOTTR S: 'Where, the opin�an ,of she Engi-zeer , o'r as eall'ed far izt the ontrac4 Documents , tests of Materials Dr -eczuipx�!Pnt are i c ss ]Cg, s oh testa will be mace -pct the expense of and paid for direct to tie t6sting. Agency by the Dwhee unl_E�ss othervisj� spo.cdfi cal? Arta-videa. she failure ref the gwmer to make any tests of ma-erials shall be - in no- way reIieve the actoF of his resooa��ibili o-JE rn_ruiebin.g materials a_r�3 eqtdp.Mgrft fally conforming to she regai-eln znts 62 the Contract nocn=ents. Tests and sampling , of u nrat i ls , nless other: f se specified.; vill be made En accord.a.nce wit._i , the Iat&st ,��t'hojs .prp_scrib . b Abe 'Am r car, Society for -Tes in.g I�ateria s o ga i t c e t Y m *ts' " f "p-he C-truer_ T-he Cantract4�r sha_�j prDvide -siac.h fabilities As the Engineer may xaquiTe -for aoI .ecti�g and fprw ding sau;ples. and shall 'not`, wlth.i at spe,r_,i,fio permission of the En zn , usetb-- repx-escjaed b 'tk� saueple xzn' it tests have. been made in' d the- material.- approved =o'r ,ase. The ontractor will Finish a6e4-kiate without abarge• to the In Casa Of concrete, - t-he -gg.rE � tes , design mfnlrtum, aril he mixing and transpottiag equipment shad be appro,&ed by the 'gngineer before any concrete is placE_dr aad--the don actor -Shap be respogsihle Eqr Fepia.cing .any, concrete wh.sch- does not meet the requirements ,pt 'the• Cq#n act Documents. 'Pests ' shill t • F ,b.e made- at least 9cry's.{ prior to the placing - of ;C on CTeLex using samples from the same' aggro_ ate, Bement, �i}d mortar which are to be used later iri the concrete . Should the- sour-ce o€ x�,P�LI , + q�,. . new tests shall be made prior to 'he use o1 the new mate-;ala. C5-5 . 13 STORAGE OF MATERIALS : All materials which are to be =,M in the ecxtstructinn . opsr'atibn shall �e stored so as to insure, h ie pree4_rvaticn of the qu�Lllty a_nA fitness of the warp. Whi_-n directed by the Engifie-er, they shall be placed on wo9den } piatfarms 'or. other hard, clean durably surfaces and not on the C5--5 ( 6) grgt rnd, and shall be placed andez- cover when d_i±P_�::tt9_ , Stored matez-ials shall be plic6_d aril -located so as to i=ac:!iIitat e jprompt lnspo_ction. C5-5 . 14, RX3_STTjqG STRUCTtRES AND UTI-LI'L'IES.: The loc!Atio-T� and di ens orfs - .qhawm On the Plans relativ-e to existing utilities are: base3J 'oh,' -the be ' iri�ro Uon available. Omiszion fxom, or tip_ ih i-ap, ion of utility locations n• 'tlie 151ans is. not to be co sir3 `d as 18 Pon'e 3s�_ei�ce_ of, or ii deflatte 1doation of., ilS�irig'.unciergrt nd utilities _ ' The location of. Many gee mains , watek mains , coadaits , sew4r Baer, ,arrd qe vide Unes .£o= all atil-ibs as, etc. , is nnkbowtn to the G nez' , and the Owner assur WD responsibility frj� ' fa.iILre to aka , any or a nisch strac�tir'es 'and utilities cn the' plant or to shoe thein in their enact Inca;Yon. It -is m-Qtually agreed that such fa72.uare will riot be cons-iderea sut icie-at basis -6r &lainis for a-ddztiorral compensation ;for Extra i4ork or for increasing the pay qu.anti'tiae in any' luanner wh4�tsoever, unless an obstruction encounterred is snob an to necessit&Le charges in ,thy lines aid grad}.s of co sid rab3e magnitnae 'Qi- �7egnires the k>uildijtg of special work3 E;, pro i:i ion fir vl* icrh .is not made is tb,a' Cc.n'trac4 I�o�iiments , ,in which case the provi. siar� ; n thesta Contract Dociam& !is for Extr�r VoYk shall, apply. It shall be the oatxa4�_tQfs responsibili;y to verify iocati€ ns vf ad agent and/or +nf i.e- ir].,g ta2it ' e5 sufficieat? gin. i advance 0--f const action in order 'that he may _ra otia'te sTL�c}t local adjus mejatp as ne�cess�ry i4 the constx.uctzon process to P ay .d a cequate cleaanees. '��a ont�rctsar soh l ta]ce a� utzliti s ! t uctu es a•nd • service liges,_ eri'iica-tion of exi.sting tmilities, st c.ta_res aLns �EiervioIL- linos shall include nctificatich C?f -all M--ijity co"p&,nine at least forty eight _C 8} hv13z_s in a4#an of - canstriicti on ' ?ne311-1a!ng exp'lorAt�J_W� excava,t-ion if �eCtssary .' Ali ;ler cati"ori o� ex- sti:jg a Ut1!At11'_s '-aid thou - ad jas.6niaizit- sha-l-1 be c.on.s l� er ed as subs i"a -�rd�k, , dt5rz4 Secution: In tha normal .pz sectuiOn . of worn where the iti4arruption of service is nacessar , the Contractor,, at least 24 hours in .advance, shall be keq_a3 red to I.. Notify the water Di�partiaentts Distr.ibutiva -Oivisi,on as to locatioh , tiiie , aftd schedule Qf sez-vice. intgrrupticn_. r 5=5 ' M 2. NoEi.-JEy-' each customer persona-11 th ougt, z6u�pansible' personnel- -as to time and sched-le o€ the interruption of their sexvice, o±- 3 . r3 . 1 the eiven't tM�tt pe-rso-nal notifica:-t.ion Of a cu toxne-r cannot be made, 'aID r pares tag €oras` sham be- -att-,_ch�� to +-he gIis'tomer ° s eatrAnge door- k.aob . .a t,a.ccj shil=l hed ra, in c.oiMa-sit - ted., iai ,tars e._ ld.-.type, s37ai say: - aNOTZOE# ' nae to Uti l ire .i=px'aVebeat is your nei._hbbrhood, Yov_r (water) { q�-ever) service will be int&.r-- r-�ipti cd On betkreqa_i� the hogs of. a This incoilveT jence will, kxqEj as short ao possible- Th an k ossible-Thank ar, Contractor 'Address b- t mergen In th.e event that an unforeseen service ihter3rpption ocici .rs , notice sha_11: be as above, but. ivmediiie_ ,PS-5 _ 16 AVTU2,t 1 P S1$ILI'IY •Q? CO' TAAOTORS: ' If F through acts or n�egljeot nn .�hja�et' of e o tr ctor ,, any tether ,cto or app t r shall 0xrffe_• loss 6z dama.ge on. t,. York, Lh4' Contractor a4reps to settle with , Sur_ C�t'he contra or; pub-corit'ractor by or arbitr4tioa_. - if sash ath� - ontrii;t:tor vr- sub-contractor sha31 assert any 61ai'mi against rhe Owner on account of any damage' alleged to have bwen Bustaiziod, the Owner wile n6t'ifg tie C`o'n-tractor,? ' who shall. -zndeiLnif and satrq�i tarjhle§,p the Owner against any snch - OS-5-. 17 OlZ -II.P : Olean-up of surplus and/or waste materials accumulated- on` tha job site duri-ng the prosecution of the woes ubder these Oontzact Documents' shall be accarnpl i shed in ] eepi g with a daily '.To-atipe established - to the the satisfaction of the Bngi•n'per . Twenty-fours fours after Written notice is given to -tie•' Contractor that the cle-an-Up d6 the job site is proceeding in a manne_r unsati gfactcry t6 the .Enqameer , if the Contractor fail $ to correct the -5 (8 ) ;r u4satis€actory pz-acedure, the City racy take such direct action as the Engineer deems appropriate to correct the • clean-jp C e 7 L I2G'i C]-te:d othe . Contraolpr 1I) the writ t fir] riotiCar and the ccxst!� of such direct action, plus 25t of such r-osts', shad? be deducted from menses due or 'to become dkae to the ' Contractor. Gporx the co'iiipZ�tion of the project as a whole as cova�ed by these Cdntr'act Document,. and before fins], accepten-ae and, f Lual pay';aent will be made, the on'tratctor shall clean and t�emave from the site of the pz-caject "alb. surplus alA .discazdad materials , terhp.orary structures, a1 il debris ofeve-t lona. Se shall leave the sitetoi ail work irr a nt�af 3tad orderly condition -e4ual' to- that which origina-I y existed_ Surpl115 an& Waste Mn Lterials T:emoved frc,M the site of the work sball be dispoe8d of at locations satisfa.ctcr'y to tbe Rnginear. "the' on;ra to 'shall tizc 'onghly clean all equipment and materia)-s 3 ZLstal l ed by him aid ,shall deliver, over such mat LTials and equipment in a baright-t dean , p611she-d and new appearing condi'tion . o ext -rat compensation will he mace to the �oatracto�:- fog "any Glean-np requ xed on the projei t_ IfINAL TN PELT;GN : Whenever the work prov-ided for aid contemplated under tbe -Cantract Doaum�-ntiE has beer-1 atisiactorily 4--ornpleted ar�d final !lea_wup Pe fo edf the x Engineer will notify t o p-ropen C-Iffic-lals. Of the wren and . agues that• t_hE�� Final -inspect ion b'G m?Lcle . Such t nspec 4;6n will be made ith a I0 dayS aftex SUCK notificatio-x . A t e T such Lina insp Ict i oII, i the work End materials and 6g_iprrrentt w� i Aug o' the acceptuice ai the mama after the proper. re'sol uCiOD ,has preen pas'sad by the City Council _ No. time Cha rge will be made .against the Cvntitactor between said date of notif icat-- on of the En.gs neer .and ' t he Qat.e o f f i nal ijasgect-I -of the pro-r . I , C5_5 (9 ) I i PART C - GENERAL CONVITIOAT.ss r C6-6 LEGAL I LA IONS AND PUBLIC RESPONSIBILITY SSMODT CG-6'- LEGAL TtLATICNAND PUBLIC E PD SI$ZL Y C6-6.1 LAWS TCr BE OBSERVED-7 The Cont-raotor shajj at all times observe -ani ooupiy with all. Federal aad State LaLw8 and city pz-dznances aired regulata ons %rhich in any w-aeffect the gonduct- cf the wo:n=k oz 11-Is op-erations', and shall observe and oonSplr With all ordersr lases, ordinances aztd `-reg4lati pans Which exist or which may be esiactad later by bodies- he-ving jurlsdibtion or a'athorlty fox zE0:tcb' esnactmiz_- nt. 'No -blsa of or -ignorance thereof Will he considered. The C�ntfa ator al:0 his Suretiet shall ixidemify and save ha-ro ess the City a.Md all of its officers, agents, an,5 eruployees _again!ft any and ,al.1 claims. or 11db l y arising iTon or based on the -Violation o-f any such law, cxCi ante, regulation , or orcdere wbether it be by himself or his ersployess. r-6-t-. 2 PERMITS AND LICENStS : The Contractor shall procure all Pe_rmits and i ioa n , pay all charges, cost8 and fees , aid dive all notice's narcassar r aad lacident to the due end lawful rosecutibn 614t the- wr-).2A. C�6-fi . PAT'ENTED ZSMCBS, ` ERIT TS AND PRQC�S ES if the Coilti�act&r 'is required or desi��s to use any desigra,, mat.3rial, o-r proce s 'oover ftd by letter, patent, or cQprigh , bar -sha,11 pzpvide for such 'as.e bk Suitably le a-1 � reement wit t-he patentae or owner -of- such patent-, lett; r, car ❑opy-kighted design_ Itis mutually agreed and under Stood that s�it.hou-t e �ept�o41. the eontrao pTzcias eh�ll iDolntde all oyalties or cost arising. Tram pa'tefts, trace-narks .' aTn8 copy rights , la any way- im-ViiVed --in .t-he fork_ -The Contractor arid. hLs suretier5 , in460 ify and sa_va harrnle_ss the Owner fr61ft any and all 1 im faz in ring ext by reason of the of any . Lich p-at'anted {des igiij� delice '' m-ateri.aI or-, paroae s , or; any trace'-mark or c6pp .-right is ,coziaeation with., the work agreed -to b,e': ,partcraed under" those, " -Osntract DccLame-nts-,. anal. shal'I -ince mi fg"" the C)WD dj_ for any cast' ��nse, or damage rh-T ch" it may - be obliged to -pair by reason of such infringam,�int at any timo diaring the prosecution of the wprk or after completion. of tuna- wore, provided , however, that the Owner will at_ssume the responsibility. to defend any aqd all su,it� brought - ear the i infringement of azv patent claimed to be infringed upon by- the resign , type of construction or material or equipment. specified .in the- Con'ract Docunnetits furnished the , r-cxatractor bar the Ownsr, and tohold the Contractor harmless on aced 1Df such suits. w 1 - C6-6 . 4 SALNTTIRY PROVISIONS ; The Cc-,ntaractor shall es t4bj.ish and en-once among h--is employees such regulations in regard to cleanliness Asad disposal of garbage and waste as will tend to prevent the inception a:nd spread of infectious or contagious diseases acid to off ecf-iuely. .prow_art ;tl}e o±ea�lon of . a n-ulsance6 about the 'WorX 6z1 any prQperty ej_f:�ef 'public -or PrivaEej ajxd sracl re.7rilations as are rpgvired by -Law' �ball bi� '-put into imuE� iate -force a_nd effect by tie C_Qntra�-_tar . The necessa,xy ! aa_rjtazy ccaveni�nQus for ase bf laborers -cm the work, properI sacluded from -pub-lic observation , shall be v nstru to and me�ata.aned by the (odtraotor rind their use ohall be , tridtlk enfo-r;e-d by t-be Qantractor . All sugh -fac-iliLies sh-all be' kept in a clea, and sattitaz y con'd tion, iTee fi7am Gbjet_ttiona:b_�e odors so as not to cause aniiisance. All sani_-ar.y laws a-x_d regialation.s of the Stata of Texas ar_d the Ci tv shall be. strictly -coin.p.L1 ori 4n. C6^6 . PUBLIC SARETY A1gD C{] ` IwT `&CE ateria-Is o= eaLipmeA,_ store bFut Lha work shall be so DI-aced and -ased, and the work sly-all at all times he s6 cnzduated, as to cause no greater obstructione or imconveninoe to the pub) i-o than is cc�nsidared to be absolutely neoessarp by the Engtnaei. The Co ac o Ls -requlr to maiatain at all times all phases of his work in such a zuanLer m� not to 7 pair the safety ox convenience. of .hm p+ Iib, iw�l fling Lnt xaat to,, safe and convenielat ingress and egies-s to p by rty --c zat . pus to the W. �zk area_ whe -Cont=actoT_ shall make adegixate. provisions — -- -----_ter; t6ndP.t y x le ir�c re s arFd eaae�s for nLbr l Ve2aicular ,, traffic, except_ dUz1-Bg auttal treuq,hing or pipe installatinFw op�ratichs , at a71 - driveway crossings _ Such provisiqu-S may siclude ,bridg3ngr P!ac $it of dr_U8.ked atc�e or gravel - cr . §1ach other me. of pTovidiaq prgpei 'irLgress property .served by ,the drivewA as the Eng eEr W. ?LppzavP� as ap.prbpri'atet. Such other -m,-_a3E3 may iz�,c��lcla the ' + �.ersi�� (M driveway traffic, With specific .approval by the En�i:ne.er _ ' 7i di�ers;iozi of traffic i -approved by, the ,-at •any location, the C�Dntractor shall mAke- arra-n,g-emeht'n sa is aeto y �o f.he Bngineer- at any 16ca4ibfir the out adtor shall m�1�e a-zraalamepts satisfar-tor to- the •Engineer' f -,the diversioil os traffic, a-nd shall , at, his awj) aXpease, provide all Mat�!rials anEl perform all" waxlt naoessary for the construc- 'io�x and in-ai-mtenance of roadways and brides f-or such c�i�p_z;sion of traffi „ Sidewalks roust not be obstructed except 4y Special permission of the 'Engineer. The srLate-ials> excavated and t ie• cons_ru-ction mateZials such as pipe used ib the 6ohstrecifion of the wdkk sh-all be piaced s-� as not to endanger the work- or prevent *fee access to all fire hydrants, fire-'alarm boxes , police 'call boxes , watcrr valvs , C6-b ( ) gas valves , or' manholes in the ^viciDit . The OwD,er rasp-rves % the right ' to remedy any neglect on the part of the Coatrac for ass regards to p-ublic cone nienc and safety which may c�omc to its' att6ntion , alter twentiy-four hobrs notice ip Writing to the Contrattbr F savd in cases- at 'e'nergency when it shall have the r%gEt 'to t�eiaady ail " neglect without. note�-_e , and in eitho_ r case, the cost of su6h work cone or mtezial5 furnished by the owner or by the City shall be deducted from Mon,les due or to become date to the CQatrautor. The Contra t.or, after approval of the Engineer, shall notify the Fire Department ne;adt arig�rs, -Traffic nnglneer, aD-d P_c1_ide Lxapairtmemt, 'when azy strut or alley is reg4ested to b4 Closed or obst4-acted or axe €;:i hydrant 'i.s to Yee made ' iaa,--ce-ssihle, and, so $trE�ctec� by the &g?neer, shall keel • any street, + streets , or highTags in condition for unobstructed use by -Eire 4ipVaratas : Thi ' ontkac!tor sbsll pi-omptly A-zi�atify the 91re Dep.a.rtment Read.'quarters when all such obstructed streets , al lLayr,, -or hydrants are again placed back ixt seryl Qom. Where the Contractor is regUired. .to construct t.e-Mporary 15?-ldges cr m�jkk� of-herr cepa is fog- C�Os'sing over d1tches- or streams , his. respo-Asibiiit'y for .acc3 dents in connection ; i.th .such crassing8 _t-,hall include the roadway s proaches as well as the structures oi! such cro.9sin9s, The Contractor small' -at al.l times conduct his aperatxon- and the use of d0ns'.6w-a tiob so as riot to dam-age oz &,astxo3r �rP6s an6 shr.nbs �.c�ated in c16s6 pro imil ty to or, on . ree-d -the to,ati4c_tor" shall ieiniediately sa'tisf.y &11 claims . a= } rop ` owi4rs, azLd no payment will ba mas3e by the bwne:r in o S ti r s. They Cozitractor shal-I Wille With the - engineer a t�ritt'�rs s,ta�.��ent s�ao��r�g al? �uoh ci�i�s a�just�d. _C_6-6 ..E _PRtV1vRGES CT 'CC)-HTRAr�TQRL IN STREETS, ALLEYS., AND ' ,=[ k`=r7Ac 'For the p' r`fo -rnahc -of .t,h cc�r�trat ,� the 'Co,n'tractor -q lY jrermi'eted • Ed use and bccupp 'sut-_b :portions .'D99-the, .pi b! i-c• Vre' is anr3 "alae n ; o,r o't'her :public - P!aQeS. or ocher-, as pr'ovid'ed mor in the_ brdsnancas of he Cit Bs -Tsl own i6 ELe C6ntract IDouUme,n.ts , or as may -. ba specifically authorized in writing by the Engineer . A k 'easondblie amount ' of tools ; ' -materials , and equipment for C onstruction pr7sposes- may be stare ?ri such space, -but, no mare irhi7 . s nscessary to -avoid delay in the construction opeTatio,as . Rxcavated and waste materials shall be -piled or stack6d in 8ucj� a stay- as not' to interfera Witt the use of spaces that' may he des- gnated to be left free .and nnc�hatruated ana so as not to Inco-iwenience occupants of adjacent property. If the street is occup-led by r•ailw&y tracks, the 4cDfk shall be CS-.A (3 ) carried on in sur-b nanrnplr 0_5 abt, to ir-nterfere with t-he opp,ratin,n of -'rains, lrxading oT l oadinq of Bars, a(d- Other c-ontractors -of the Owner :may,. for all purposes required by the contract, '.enter upon the work an'.d pij�-mises used by the i odntractor and shall 'b-e provided ill reatbr_table facilities and assistance , fog the completian of E1Aor ,ing work _ All additiori_al .groundz desirgd by the. Contrac'or mar his use sha-11 -be pro idsd by him at his own cost and ex ease. C&-b_ 7 RAIL AT -CR.D SfNGS : When the work ED C f ca C he a Upon any rTgh1—,o-t-wav '-o1 any ri,31waY , the C� tY wi l? se Lgre the ner-nnsary eas nt fay- f-_bgE� work. - Y ere the. railway -t-racks Le t6' be crossed~, .,�b8 ooptraator shell .observe a.11 the r6gulations and -.zistjedctions- 6f the ,railWa pa Y a-9 to -lie- rasthods of p.erformips the. work and t4ke all precautions for S-hX ety 0.f property and the public . N6-go�lat'i-on_s wi th tete aiZwa co pa i i t petmi-Es shat be by 'and thr6ugh La City. The e ootractor 'shall alive the Cii y dati.c6 rxat less than live daps gFi�r to 'the time of his _int tions to begin on - that TD,5rt.ion of the . rojarz!1 which is related 'fit e- railway properti�8 . The CoRtractor wi.l? not :�g g_iven e7.tra Or a-ddit.jokal connPensa't:ion -for suz -7b rAii;4aiy cfossings �1121ess s er if i.oa .l s-et forth in the Cont;T4_c!t Documents . CS-6 - 8 BARRICADES , WARNTNG S AND WATCHbf.N: Where the Work 1.9 ❑ar 'i d, oz or- a jag-ent t'o any sty ems.- alle_y, or public pia ' the Cgntractar alial1 at ,his o3ra 'exp en8C- fOrz 1.sh, eri a t, an,d mafntain� j��qch harria_ad,e.s , fein.ceg , i'ghts ars an'g-e e alf ash nt 'ei ga�ecau;iorxa mess for th,e, grain; of } exon or property anti -61E. . the �vo�k - �s �r� rrec�ss- .1 . - 'Rar]riQade� and :Umce�, shall ,be pai,ntea �n Dl r a *P-1 be vi 3 le at -ni qht, From sunset ,to sizmri,5e 'tha Cori travtor shall furnish nc1' rtainta atiaast ozre. easily vsibleurnnc� ; gist a eo „ .ori "ode.- oia�t nse ,;af bara-icade�s shall iae erected -andin'i � iiis� . to ��� �ec�e���i,aA5 a �Y and veh�c�es T 6m--being, drivep ori 'or 11 t, 'any ,P?6C Linde?' cor'si r-U ct1on OT haih ritazd, .The Contracr shall furfi " sty waLci� en and Vee them a-t the-ir , resper- xve , ass ignrnem 49 in SUS:: ct t numbers to protect the' work ai -' r-e en- acbident or dazn.ago_ All ' izi tallatio-as and procedures shall be .consistent �,itli the ' - pro irs.i-ins ar,t ' iza the "" 1 80 Texas Ma]iUal- on Uni.,faim e Traff is Control Devi0s. i<-or StLreets and Highwaya" s Sued under the authority of the "State- Qf Texas i3nifoim dict egulating Traffic on Highways " , cock}xi6d as Article 67014 Verca' s C oil Stat-lies, t�ertin t, sections being Section Nos. 27 , 5 29 , 30 and i C6-6 �.4) The C-ozntractor will not remove any reYulat'ai;y sign , irlstl-xctional sign, street name si§n, or ether sigp whiab has beep erected by the City . ' Tf it Is determined that a sign must be. temoved to p-ermi t required cors ir-ruc,-ti on , the Contractor shall contact Cher- anso.ration and Public Wbrks - depar'tment , Signs .and Maw.kings Division ,( ph-one numbez 878'8-80.7,0 , to r6mcove the ,sign _ In th,& caSe of-' regulatcrp signs, the- Contractpr must replaace the peri-Paner_t sign with a temporary slgTi 'meetia'g the - re.gui.rements of the above referenced manaal and shch tempara'ry Sign must be .ices-tall ca' prior tv tie ?'enioval of the pexmanent sign. If the t;errpora2 sign - is not installed correctly or if it does not meet the, } required specifications, the parinajaaht sign shall 4e Xe£t n .Placa 13-P-til the temporary sign requiteMents cru. met . When constr �IcE-inn work is completed to the extent that the permanent sign can be the Cobtractmr shall again contact the- Signs a.nd ' ±arks z gs Division to re-Insta1T the ppmazient s-i.grr and shall leave his temporary sign in place until such re-installation is eompleted . -rLhe Coutractor will be heia responsible, for a77 dzma e to the- work or th6 public dae to -Fg lure of baxziaa�� sr sign.' , fenc-es , sights , or watchElen to proteot theut. -When8ver e�videnc� is fo-pnd of such- damage to the woi1k ,tie kagi ,ser Bay Order= the damaged portion immediately rexmoved and . replaced by the Cohtractdr at the Cort ac tok ' .s own ex— e _ Zhe Contractor s respon-sibility fax the .,mai�itenance of barricades, signs, femmes and lights, and for pruvi-aing w-atc-limen --shall now _ ceasa until the grcject stall have heen aomiilet-aa a-nd acoeptd WO compansatiou,, except as specifically- protridrad. in these Contract Bocurnents , 'will bl , paia to the - Contractor for .the ,*crk and m terials inVcdved in +4he coristr-acting , �r,o idi-Ug, -arid maIntalm-ing of batrivades , signs , - fehces f. aad lights or i 3-0x salaries of watt-Ainen , Sor the s.ubs.e i�,en rempVal atYd disposal of such • barricaae--s , signst -Qx Ay pr -4noge- rr d-mcdd,anta3,s hee'�ssary fo;r ' tbe pzop�--x pzotectjaP, pafTty, '-and onv hzence' o� t-, e public during tb-e contragt pr--ri,od ; as ties WoTk is c-onsideze.d to be s�b-siclllary to the several ;terns for which unit or lump sum prices are requested fn the Progesalr -C 6-6 . 9 USE OF EXPL SIVE ,, pRoP M31GHT , ETC, - Should the -Contractor- eldet to use e_epj-6sives, - dropi;eight-, etc . , in the prosecution of the work, the Vtmast care' shill be exercised 'at all times so as not to endanger life or property . the Contractor shall rnoti=y the proper representative of any public servicq cbrparation , any company, indiv;i-dual , or utility, and the Pwr�er, not less than tw6nty-four Tours in C -6 (5 ) i ad,ancv af. the 'use of any activity which might damage or egdanger their or hi's property along or &d jacent to the work. Where the use 4f explosivoas i-S to be perMitted on ,the project, as Sp&L-Ified .tri •the Special Contract Documents , or this use of E e plo9i Es is requested, -the Contractor_ -shall submit notice . ha Engineer 1-n writing t4ent =four •hours prior .to r-ciamencing and -shall -fu rnish - evidance that he h.as •izasi_=,&r,Lce cto-r4�I-ags to p��Otect grains any, lama _ :5 and o3� igj,uries arislDg but of such its e of eIos tuns . All olAins arising out of 't-be use 9 e pl•osa.ve-s shall -be luvestigated and ' a written report- made by. the iractor' s nsnre'ks -to 't e-Engineer eta.-Lh� 't&d (.3 0 ) days afty-v raceip o WiitteI:k nate ee Of the clam to the Contractor frrrxa either tYad�! City or the claimant - The City shall proceed to give ,notice be the Contractor of ap-y '6izch Qla,i�. The use o e p?.osiYeS may be su spehded by the Engio-eer if .any complaint 15 receives and such ase shall not ba resi.rmed untt l the cause ox the complaint has Leen addresssd. thenever explosives aYe stored or k6pt, they ehall he stored ih a safe and secure manner and all storage places shall be pIalnly marked, 6bA-a EROS. RYLPL0SIVA S ° and sha_Ll be nyder -Lile care 6 a competent' vatchrrian at all tunes'. .ill vahicin which explosiver. are b8ing t�an•�.oTt 3' steal be pla.tnlp nsa�rked a_5 rieritsoLnLd• ah-o-va -and ,sb-a_11 , 'insofar as pq.� tible, not uze + . -h�av txaffiC :rnu _es- thio qb, or into, private property, the owner Will P-rr ide such -kight--of-way or easeLfi6nt• privileges as the City may dee.M n 6ces F cry- f.ar the ' pros ecuti oi-� of-.the work —ay. i ad lti o as l g1at - f-Way max= Work ,area" 60h91dere rl nece.ss�r 1�_ the. Oontractnr shall ba--pruvl d. by--b-dim. at his own exp-pps'e. S•W. h addi t'i-onal tg is-,a --way oxk area shall - �e acquired -far the benefit .of- the City . Tb City . shall 'be notiflpd i writing as tci-th6 right's ' so acqu3ired' before work beg1-ps a -n tie al;emoted aLr_P_a:- the Qontra*ctor, shall azai enter upon px:,�vate -property for any- pvrpose without. baving ,-pre_viqrusIy obtained perhissicn frbn the=-own,ex of such property. TYr Contractor will riot be allowed to store equ;pmdnt or material on private Property'_ Qnle.s.s - and until the speci�ia-d 'approval of the pro m- o�ar� ba-.Ip� been secured in writing b the Contractor az d a cagy' furnished to the Rngin6er . Unless specifically provided .otherwise , the ccntractor -shall clear all eights.--of-Way, or easements of obstructions which must to removecl to -make possible proper p.rosi�c-ution of the work as a past of the - praject• construction operat_i ons . The orxtractor shall be responsible for the preservation of and shall use = 1 C6_6 { 61 ., . � p�eeautio�x to r,e�rent damage t� 2-11 trees , s�irubbery, plan-ts, lawns, fences , ct7 .wr` t , cxl b;z7g , and el atP]ex i s of trU i 12f S or 11FLpfOV btents f to all watert sew8r,water ano gas li I 1 raposal� 32rexel`oxe, ao seParata payment shall- be11wed foe aap se-rvice assogiatea with +qh s work_ Zn caste Of fa-*. on the past a the Cnabractcr to restore such pioperty to Faakfe 0oa such damage oar LnJJ !r_Y, t_h � i map, u or 4$ hox� W-r-itteu 'notices izad�r otdi,n r oirc st and Without notice when a Ddisance or hazardops conajt:in, esul'tsr Proceea to repay, x u�.�dr oz� othaa.-wise r�_-st+dre such nxoperty "as x y be detelcmLtIed by' the ibwnar tQ be: he-cessary., and the ao t tberebY will be aeducLed from any aonz - d1*e of to become dire to the Contractor "der this CoLnt]r - act - _IX ZNDEPENDENT CQNTAACTORm 3t is aadialcstl od d agraed by t&a pa!ties hereto that Cout{a for sha13 p! rforu all wdxk and s.exvic4a8 hereunder as ., rA independent 'coat-a�t:�xr �u� rr�` as an Officer, agent, servant or eZployee of the Gwrre� con t-ractor -have ex�� u,sly e con t.r=01 0�= aDd e e_xc1u_Sive_ right to coatioj the details of z�i1 hhe work end � ervzc�s ex orr�ea e e nde and aI_ persons pex�.ormjng same , and. sha1l be sole?p '"esponskb?e Crr accts and aslssiov of its sL s tractar # licensees a-Ed !DV!-tees-_. The doctxjne Of re£.poDdeat superior shall not aPPlY. as tween Duxrie*� asd o�tractcrr, a.t.s o ices ag Fits, err to reel, ccn'tractox asxd s contractor &nd notbilag hexefLa tha�I be ,eons.t.xued as cre-ai,-ing a to rsh p point i-atexvrise between P�..-.aer and Contractor- C",12 ontractor•_.I2- C R CTO 's ONSIM-fly FOR DAMAGE cov .u;s aid Age W ata-do.6:s htrc_A�y ijqden r, iojd-ha xiess-ate dcfeud� at-its rxge ';c Ow=`. its o c s, a ss, s aOd r , f€�r aid g ai t ail cis guts idr pr0p rty lea`s or damAge andfor p=oriii iE�Izry, McMiri dca -to au r aid all pprsuqs, of WhaLm,:vrs k4jad or aractet t ri 0,r assWed; sin out of or r donne orr w7t in y or ince fir, t urk d se-C W btPtEfoi0eA hexcuid-r -by C*xI"CtDr, its• o£ficeFs, ag=v% eaaploy� b�arfisBQ�Cs`, Jxc sres 'Or 'lvlt d. wheth�i or not c. u d. zXZ' WhOk 'O.r lli p by. the a ec daeh c- ' d the oz gers, ___ g ntS __sear+ zit , m. a I!�_ es n coctors, �.b��n tozs' Iii wes 2iid imdtces ofIlie- - and said Cantractor does, hemby covanaut =d agroc to same a liability azid Itsporm baity o i City, its o#fl0crs, 4gmL%.serves and emplogyces for zny and all claims or snits for property �vss or dam age .and/or ptrsonal iu�, incdudi dear,} t a� 2 d ail pcnst 4 vTatsov handy cl� cr, v.Fhc#l7et re�d .or as,er#ed_ arising otst of or io 0ormecEion V1 t ,d`sftmy or itd?reWY flxc work and scxvFcc:�to 6t per,Formcd hereunder by Colatractor, its cors, ' agents, empin ees, subo�mtr�ctors, Uccnstts or invitees, whether or. rat caused - in, hl)Re . Or L-. T � ark � e c6-'15 , c a ) -tontractors, sdbcgntr for lzc n s es an'd fxivit es- of t . jtv t rltractar j c'%visc cov n d ag ccs io, and does li by, iiidemnif tind -hold hanrrless City fxom znd -aauzst any and ail, jurit , damage joss or destrvotiozi to prop' of ity un t];e pe orr� r,c o any of to v a�a .�anditiar� df this: � c� b ath er aiisip p U t o f or in co»n ection -with o r result,n Z.from M. who ar, in part, axi n" a �7le_ d acts- -oi- _oOM_S � Of o-'rs age is sextants , emn Yo -mss contractors-, s ontractor ,-homi ees, ixrzte_(-_,s ,of 1-ey_ In OkL ev=L a. wFitt�n claim a.or daraagcsill.`-t ht con"c'tor or its svbcobt ors rcinm= ti,n 'cVled;,t Lbc time alI work Oa the pt'ojcct has been cDrrxple_� ip the sati�fa on of th i ctor of cht Water Dp~r+x at,as evidenCcd by a fire al jn:�pcaio-a, Bna 3 ta-tieCenLzcfor shad I n<A be FCcnr eadtd to the Dir for b f The Walcr Depi;tmeyt for a, T+criod nf30 days;�Acr-the d ofsucl�fma1 jarccj, a; les the OWractar s If sub-t ]�A -q idcnce satisfactory to the ,Dhrctn_ that the claim has been settJ_-)d ;�Fad a jole m bccal ob .xi�td from-mac claim t Ii-alvo I vpd— co.nccmtd rtmei#lcd as of thc- Sion al t above 30-day mod, 0�c Contmclor=,y be d me-d to be =tftled to a se ni-final pzyrk etn ion Wbr-k r I :d uclx scmi-fiuf paymmt to bie in tht a€ ouat equal to t] r_ tQ;-I de]�ar am x it they duce Tess r the dolly vaNe: of aay itttn claims ptmdir a ,E Chtcoat-aotor anis O:Ut of pc fOrpFanv-_c of sum brl- and. such sr -fital pay t rray th-u be rcm'=in=dcd by the D rectar_ c- Urtctor shall no[ rt_commcad fr al payment W. a =,-actor a al`tkoM-STI& a claim fax- daAmges i,s.outst nd- ' for a pefibd of six monrh!� following the dztc of the a Fane of &Ax� work .=,r-1 css -thc Cond-acter 'semi '.evjd'r.3 in virdtlug sitis#aaory zat he I]I Yet{or t t: 1. Tae cla-= has bc�ai- scztic€i and a rd sc b-;�5 bmu obtatucd frim hit -claimant irrvelvcd, or Cxdod faa Eh-cffb s h3Lvr- bin-ij�ia,de! to scUlc sum outst din cTairas, and such good faith of ceo ha�vc faded_ - If condition l above is met at "y t mc, within the szi montb pcni t,�hc ]}hector shad rcODMMcud th-at#lac final paym;a ut to the Cola ractor be=d_ If con ditt ori (' above xs met BI any tint wilhxn the six ifiGhth pt-dod}ilio Dirccicr r-trzy recommend that rfkio pay]end to the I1tractOr be made- fit'-tht Qc iiiedon of the six MOWN period, the Dirc.+ttor may CG—S l R 5 ' r+cco irncud that fins! FVzKnt he=ad�--,ifall other work has . s p on nc�and an d b a#ibrrs of Lhc antra;:d ave bin hmf#o•the sail ors of Eh-t D;r .-ctor Thr, Dizectur mai, if ht dccni s s appWpLia rtfasc. to acctpl b s on ozhC Dep iicaL antract 'work ir0m a Cbntrador agzin-y whom a Oaim for lama rs i� ouWmndung as-a result of work pc��orr�xcd Icr a City Croritlao�- { rfiiort=Dtp�`� l5, I 1 CG-5-13 CONT-P FD 'S' CLATi 2FOR DA-MAG = Siztc>tj:Ld the .C0-ntr aCtd t .arra ccn�pensa�ion Coz Say alleged dabagfE; by r&asorx of the acts or- omissions Of the - [ eac F he sha-12- wi thip the&e days af�er h acttia s7xtta nirig of s=uCh adipzged damage# Make a itte�x sta etn rrt to the Eng , eerr setting oxlt in aeta-il the- Xi.at-ctr,�R! -of the all�eg g F ar on ot- b�6te the 25th day -a* thfk 2no3 th sacceediag that in V`h.ich - any such d.Sraaga is 4=1aimp to have beeu srastajr�aa# the art .actor s :al i�:e with .e Engineer an itemize-d of the details ' a�o�ot �� sn 7{ gadd da��a a and, lEpoa t shall- giv4 the Engizeer acce.s--5� to 21J- books. of accox,41,xt f �cceipts, vushers, bi ls of 3ad_fncg a and the;: books o�q paperer r-ontain=u anieVjdejq Ce ZZS to the aunt Q 5 c a r'g rte _ Unless such 'st,�-tnts shall hiz� .£llc-d' as h e3saaho�r� i��r � Con�Lra - t.� �l.i7t moro� nsa�t on shaU he wa-lved, and he sha,�3 sot to pa vn -accoant of scab -damn-nes_ =5 t STME T 0R C)F P LzC IITZLT _ a _ in case xt is�Pecessary to ChLaLnse ]Ito,va, or altar in any manner a prave�t y o,. u? 3 . %Itilit- v- c-hers; the -Saic Pxopexty shall zit be moved Or with lana --U ' zd khe-reuVor• have been ;issued by the ugjneer_ Th6' � gk�t �s resai`ire t ► the OwD-ers , of '�a;�blic utilities to ehtax ih� geographz limits of tie C-0ntx-act fol- he urgGse of fir -g such c znge or re -P.-aL 's Lo th*--5-r px-operty t1aat - raELY be necessary -by tie performaia ce, o-f- the s contract, EWER ND _DR djv CO have to be taken ;xzp or Z moved, the- Coi�tractc-� s sa7 , at his own expense arxd -tos.t , provide ,and main' twin tez�)Qrdk 0-atlet8, and- conxiectjon- .s fbi ,all p-rivat9 or public drains and sawexs_ Thi on�ractor shall al. ;o take care of a.11 lava-ge- and td-rainage- whlah' wxlA bl c' iVed , fr6M then-e d a ana - s rc s f aind Tai- this pxar-pose he S;ha11 provide ' and Alaiata.in , at his - own cost a.]3d expense , ac#equ,ate pumping and t=emporary autl,--t-s or divea s ns- Ihe Contractor, at his ow.n cast and expease, sh�-1 construct such trougks.. Pipes, or other striacttires necessary, and hj�-: pxetia e at a Z tixn,E� to aispos�- of &EzEinage and se-,?age r 6-6 ( 0 trheec-.eiv,Ed from these temp a�ary carne�tions unt�] such tires a,5permanent ceiinectiotis a'Xe built and are xn -sex-vice- The .Oxis!�ing, sewers and connections shall be kepi in s rvica .and Main'tainsd -a-ader the Contract , except when specified or v dered to be abandoned -her the 1;ngineer. AI-. water, sewade, aid other vas'te shall be- dispo'ssd of in a satisfactory manner so that no nl3isance is created and so that t�P_ 1�,-crr-k undex cOnstructiOn will be adegiiately protected. ARRANGFMENT AND CHARGES FOR WATER F RIgT_ };ED �y THE .CITY:' When the Ccrntfactor di�iajres to use City �.ater in a xnectio x with any Dons-t uotir�m vorki he sha11. make ccmpll�ta and satis-facto-ry ar'razr�ijepe_nts- with hs Fort Vbrth. .Ci-ty Water D _Partm8nt for so doing. City neater furnished to :he Cottract.crr shall be de?ivered to the C� tractor �zOm a conne`r-tion d� an e�lstinq city rani a Ail R'iPiug rec nll7ed beyond the point of dell vary shall be instp,lie.�1 by the Coatractbr at ' his crwn ex-Pen.Se. - Tie Cora actar4s respc�asih`#lift' i�i the u_-c_;e of all ex-sting fire b c_tarant arad. or valves is detzlled- in Section X2-1« 2 USE OF FIRE HYDRA-14TS AND VALVS in these r;eneraI Contract Aocuaten�s. Oben hie ors are used to measxtre the watery she chargs:s , it' cxny, far water will Xie .at th-4 t6gular e�tablished ramie s . Yid!X73 meters oxre- -not used , the. chargee , if anp # will be as prescr bed by ebe City or.dindn' , r trh xe na ordinance es tablishec3 by - he Director of the -Fort Worth -Wate-r ' Departm�'r�t. CG--6,17 USE -OF A SECT-jok OR pORTIDiu OF TEM, WbR : wh_'�alnmr# iTr the api-]Aon Of thebgineer { a_u sedt o-P ar 'portzo-6 of the t cr c r any stri i is isx- -�uitah�.L�t c6hclit.ion, J t may be -put intim res& upon tbe' writta� crd�r of the ►gin ex F , 1 'd Birch uisage sh,a I not be held to be ire. a-,Tiy wgy ars ar-csptanne cf said ,work or sty ctZare or any'dart `t sof or" as a waive= of any oz t`}i e Prvvis ions _o€ tliesjg doatract Docu jfen' .'s . A Ii necessary repairs 'and removals O� anY s 7 Ai on' o- ffie '�,Pork so pa into tse, due to defective materials or workmanship, eguip.Taent, or to deficient operati-ons cry he part of -the Contractor, shall be performed by' - the Coptractor 'at his own exz)ezase. OG ` • 8 ONTR) CTCRts p:FSpC.NS_TBILITY FOR THE WORK : I]niil written acceptance by the Owner as provided for in thes Contract Ddclzments , the work shall be .under the charge and i oaxd 15-f the ontractorx acid' he shall, take every necessary precauti-ch to prevent injrary or- da�age to' th6 work cr any part I cs--6. (I1) thereofy action of the, ele:xents or; fr ,a-m ancause whatsoever, whether ai-ising frgm -,hg� execution Pr T1C)n.Xer_Litjon of the work. � , The -Conit �L � � � r co �al1 rebuild, _RPa)_r , restore, and inake good a4 his -arra expense aeli injuries or damage ' to, a-ny Portion of the - work ,Oc'casion ed by ajrsy of the hereinabove cases_ C6-6. 19 NO WAIVER OF LEGAL R!Gffrts Inspection by the Erigineez c thy order -by . the Owner by payment of money or -ani r aym nt fbr o� acC, pta.�.c� a4 z my wow, or a�ly �0-na�.fon of tizi�e, 6s any Possession taken by the- City skull" not operate 6L S, a waiver 0f any provi!�l 0ii• of the conn amt D6ts . Amy WAI-Ver b f any breach or Oontraot shall not be helcl to be a Arai ver Of aay cth.er cr subs-quest breach. The Owner reserves the r-1gbt to correct any error that may be discovered in an ex-timate- that may have been laid and to adjust he same to meet ,th_ of the Contract D1 uments. C.6-6_ 20 PERSONAL it-IABTLx TY OF PUBLIC QFI-I C aS� .111 caz-ryi xg opt the p,rov3aions of tha-86 Contract Docgments ct in e;excising a.-qv power of authority granted thereLnsde�i:-r There Shall be no liab-l?'t u�c� she authorized representatives o the .Owpei�-, either p�.rspnali:y or other-wise as they are eg,�!Lnts and rerres8ntativai of the Clt ." q6-6 : X &TATE SALES TQC: On a contract -away&--d by the gity of North, an-,or anizationwhich qualifies foraxe•m tion p.nx�suaTzt thq Provisions o.ff article o Limited sales ,sales , excise, and' use T;a Act , 'the Contractar may pia-rchase, rent or lease all mater{a16, supplies and equipirtarat 4S a consiiw6d in 'the per,h >zarance of this dontrac•t b issuing - to $ p-p7.zer an 'exgzt;tloa _�estificate ; T] lies of the 'tax , said cr�i�ice ' o c l Frith State: comptroller ' s R.ali�g Adz . Any Ouch exemption certift&ate -3-Ssued, by. he Con�;�ac�tor ln ' lies of ,the tak 's-hall b� sub j,6ot tom- rand. a c6mply wlth••-tbe pirowisioop of State Controller's andL'6ny other Apel i cablb State M mpt?>IXer rulings perrclini.ng. to the T Y-as 'Limitea Saps, Excise, and Use Tax Amt. On a conta-act awarded by a devesLloper' gor the cQnstroctiarL of a pQblicj s�nea Lr pzrovement in a street right-of--way or other easement which has been dedicated to the public and the City of Fart Wnr'tl� a _ , - n orgaAization which quaZifiez for .exemption pursuant to the provisions ref isle' 20. 04 (S) of th6- Texas limited- Sales ,- Exdise, an' m Ac d Use Tactr , th-e Contractor rp ctor ca proba)Ay be exempted in the s:aj�e manner stated above. C6-6 C12) Limited Sal-e ; EXCiSe and die' Tax permits and inforrta- ion can be obtained from: Comptroller of Public ACC0114t5 , Salmi q�ax �vision Capitol Station i I - g--fi (13 ) ' T PART C - GENBRAI CONDITIONS 07-7 PR6R-CUTTpN A24,D pROGMqq SECTION C7-7 FROSkOUTION AND PROGRESS: C7-7. 1 St?h_LETTIWG : The O.ontracte shall p rtprm Lith his ' o f1 brgauization , aria �9-ith the a s statxe of orkmazi under his iinmcdiate snPe i.ntcndajxcet wQr1 of a Value- of ant' fifty (50$ ) percent of the vraLue embraced %n the contract. tEe Can+_ra._c!tcr snl let a,.ny part of the Fork to be do-21,i de these Conti act Docuzz� uts, n.e -Will not Unde-r alav ciz Camstances -be rgelie-Vea of the res150nszbility and' bbli ation ds-siimed na6er• these Citractoents _ All, tranaotions Of thegii�oe=. will -lie with the Cant�acta.r . SUbcbntractot-Scobw?Zl be s d red orgy in t)xe aax a i y f * gl yee o w'o-kjaen ''of the 'Ccntracto" and shat' h� subject- to the saws regiirem6fits as to char ct ;• and cnmpe4 n Y_ The QwA-p_r' qj._l not _ro<,dpgt]iza ar�y r>UbcQutractor cFh the -park, The CantrE2L toe shall at �aj times; ;vhe'i the work is rar 'sr�te� eihe� i Deo e±1 by a supet{menden+L, or Other designated z gyp?'es�nt&ties. r_7-7 . 2 ASSiGMMRWT OF CO13 T-AACT : Tb-e Contractor shall ryaL - a.9-sig-9,' transfer, ubleL, c v F or othe'rVis i se of e i CQ!Aract ox- hi8 rlcj�ts f -title, ar :�z texes 'or to kh� s'aiiie or ani ,part -thereof Wftao'ct the pr2vaosis consern-t of t.1xe Owner e c i essed b rasalaaticr� o _Lhe Cifig Oen ciZ -I'd concnxr d i if t e ,C b n t�,ac t or •does e ori thOut such :previous tons ezi�t, assign,sfrbet, �:a�i�rr, O r okhex�•:isexsps -of the trot x b` e; right- ," title* 'off rote,-eSt thexefn or any Pmt- r ori to 4ny ID'j4r�,on or parso_ns ;Q r. azp.o a_i Ir or, dates by haAwiup�o ;t Vol- ntary or Jav01imttaty C?' b a9sigrnment xau'der the insalve. oy laws of sia-ter attempt to dispose -of the contract may, at the -option 6f the Owner be xcvoked ajd anaulled , unless the saretles sbali su'cce s f u ,i cq t e said. L- n tr a�-t`; and in i S's 'event of " #uch'= revccatlon or apn;i:U ia ri any. Iioni"e .. 'drys ,or- t0 bec.o"11 r�a any ane . t. rider or bNiru & Of sa 'idoatra_ tha be retail by the 00ne'i as fiquidated damages for th,e -re#snn that it would he impracticable and ektremely` dziiic�it to fix the r'ctv'aj damages . C7-7 . 3 PRosECUT20 ` OF THE WDRX; Trier to beginning E�n.y can-st action opetation, the CO tractor shall submit- to the ngin cx in iv or more coplesr if requested by. the 9ngineer, c, Drogress schedu'la prAf�artb'j_y j draft of ' di agra , .Orm,' ] rxef outlining i� detail and step try step the manner of C7-7 (1) i I prosecuting the work and ordering materials and equipttteAt Ohich he� expects to follow in order to compute the prb est in the scheduled time . -bare shad also be submitted a table of esti_nated araou_nts to be- earned by the ConEractor ��riog ea��� monthly e_-st.imate perm. The Contractor sbaLll commence th-e work to b8 jperfoXrned tJ.rider this P.ahtract Vithin ,the time'-Ii-Mit stated in these Crantrap't 9c,cumeaatw and shall conduct the work- in 'a con tir�u-Ous . nner 1110 wi ' s i mUL ui-bpgent,, matq-,zialf, and IaLb0r as is necessary- to insure its catnp!E�_ti_on within the time limit, fibs eguenc-e reggpsted ar all an c Li o ops ticr} s ,a l be at all iim�s A'- stecijied in -the 5p ial ohtrac v ants, Any' c 'ation from soh sequenci-R9 4hall be eilh;inl.tted to the Engxr.dei' -€car axis raval. ontra(itor shall nrat 15rooeed with any dev�atiou until he ha.S `-eceived i tten a-DPLroval frujTl the EiigiaeA-r . Such 51OOcI icatiori or aproval by the Eng�r=eer shall ndt relieve the MYntTactvz fx�dza the lull responsibility :of O�a COV, lets perfoi-veanae of the Cori=rant. The contract time -may -ire cbangc'd -o; Jy as sot forth- irl Section C7-7 . 8 "Extension of Time of Completion" of •this Agreement, and a p.ro grass s.ohedlale shall not constxtn.te -a change in the co3itract mime. C7- 7 . 4 LTHITATI ONS Off' DPERA TZONS' ;' The wor k i ng operations shall dt all 'tires b6 (--ondur-ted hy the con-E.racbo-i--sQ is to dreAte . a- minimum amQ-ant_, off inconvan i ence to the pubjic�. At - -- arjy tune when,, 3 z � �t gme � [ r e n nor n c cro h,a iAbat'riid�r_d, or cli5q-<d Ox is G;arxyirrq. on operations in a Porti-chi of ? st C � public rrrgiCeac than i *Icessar m or 'the ,p4a eLIti�6nti6,n Of the wor f _U6 Bngbneez� map require i e ;con �.ct_ot b6 finkzsh the 36-Ution an w.haq optr-4t�O,hs aze 3-n- progrdss. befbre the wOL7k is commenep- oto ,azo addiioni�61 ae cry ar c -rAet_ C7, 7 .5' 4�.EIAI�A TUR OF WORKMEN ANF _P&(2 TPMHNT: Local, 1abaT . shall big usgid` IL Y the 'oatract r 's' a"va l bl'e_ The otj�'� �"jOr r-may- from otrt$ide tbS City 'vi,- FortO-ith his k-dy )ae and _ his suije-Tzritendeat . Al Ir other workmen, i-ncltidiag equipment operators, may b45! imported only after the lot-al supply is exhanst,�Ld . The Contractor 'shall employ only - s-uob superiTitea-de�ts , foremen , and workman wbo are caref-ul, EcOmpetent, and fully qualified to ' peTform t-he , dot; e-s or tas)Zs asslgne+ to thein, alicl the EDgineer may_ demand and secure the summagy dismissal o� any person. •or persons ' emp?o_red by the CO-ntiaetox in oz ' about or on the ,work vh-O, in the opinion of t ie owraert shall mitoonduct himself or be found to he inooMpetent , disrespeetfnl f intemperatd, dishonest , or T C7-7 ( ) i Otherwise objectionable or neglectful im the prope_t pe-rformance of his or their duties, or why neglects or refuses tc comply Frith ok-carrY out the directions of th- Dwnex# srfch person or persons shall not be "employer3 agar, thereon without wriIten consernt of the Sne s. All wcrkzen shell have skim , a�_Llity, and expe-zience to properly perform -the work assigned -to tb.�E-,-a and operate •aa-y equipment necessary to propezly carry out the p'e��or�na�ca;of tl�e ass�g'�ted d��ies . . Th e C ntr or -shah fu,-nish and maintain on the work al! quch egL�.pMent as is considered to be- necessary ,a-r pros'4�'ou,tion vx th& w-ork in -,an aoceptabie rammer azid 2t a za}isfactory rate Of progress, - All equipment , tools , and r_�teohjD&.ry 'used for handl z ng Matariais ana executing an ,Part of tbi-_ wQrk .5halZ he sabjecat to the appro�aj of the Xngineer aac� shall be rttakn wined in a sat'sfactr�ygr ' se a and ew�s�?ant wo7rkirig can i tion. p3aeTlt on any portI on of the -vbrk shall be s uah i that no in gar �o the work, wDrkmez or adjar—extt property will result ftom 1tu3e-. C7-7 .'6 WORK 6CRrEED+3Ln : E 1 apsed -v�;crkJ 2g aays shal-I be oo.rr�nted Star-ting with the fix-st day of �aork co3gpleted as defined in C-1-l . 3 " OFIK IG DAY" or the date stipulated in tie �-DRK i ARD s " fog egir�rxing work{ wbicl vB± comes -st_ othi-rig in these Contract Do_cnmeA-ts shad he constraed as I prohibitin4 th`e Contractor ffcrm . ror-k�nq oil. 5atuxcAayr suilday or a, _ razest t work on a `spam,jd sattzrdayt Sunday or uegaf HO1ida mujst be %ade tD .the gir'E�er no latex' , than••-tbe proreedihq Th�rsdap. b. Any vc-rk -•to -be d6ne. on tha pro.j�ot 6� sach a s cifi Saturday,r Si nda or Leal Holiday unst be, i . i,n floe opinion Of .thy r .gine , �ssential: io -T=he tixnelY covuple`lon ,o`F the project. The Engineer ' s decision sha-11 be final in response to such -a• request •flor - approvaj to work on a spac-if is Satturday, Sunday or Legal solidayr and 'no extra, 'compansat,ion shad he allowed to -the Contractor for ary work performed on such a specific Sat-uzrday, Sunday ,6z Legal Holiday. Calendar Days shall be defin-ed ?,n C1-1. 24 and the contxactor map work as he so desires . r C7-7 (3 ) C7-7 . 7 TIME OF COMMFACEM,1NT AVID CoiSPLETZDN; Thee Contractor Tial co-miTrP-ace- tit VcOr inq op-erati•ons` withim the: tirua specif ied 'fh the d-o'ntract Dozunq en s and ret fortis In the York order. Failure to coo so shall be coo!�iddred by the Owner as abandonnant of the Conti act by the Cbntractur and tha owner may proceed as he sees Tit. The Contractor sh611 ,maintain a rete- Of Progress Such as wild. inns=ea ttrat thu- wh-erl�e#•work- v ll- f-brmed� and the x' xs,es cleaned up ; n gaeordance with Lie Contract Dvcame-rLts and withib the ti-msar cstabl-i shed in such- documents and sUeh extensicn of tipe as May be Properly an'L�-borized by the e�:-- C7-7 . 8 EXTENSION OF TIME r-C) P'L'RTT-0N: The Contractor '-4s reglaest Lar ah extexi,§ Toa of time of ccm letio-a shall be considered only when the request fon.' such a�tension is s bn t.ted ill v�riti e t Engin -within seven dayr. from aftd of ter the timie all a§ed Varese of del&y 6 all have ouourred._ Shou-_d E�=ensh on ".nf the- gime of com let_an be rel�rxasted such r�3gtiest k11 he forwarded to the City Council fur yn adjj]Stit�4; the -contraLCt . LM'� t mor COAD- etiou of woik, co i,dera-Lon will he given to unfo-rseeabie beyond the conxtrol of ar�d vi•tha'at} t,+h}e fault or neg?, i�eac6 o� the Epni* C i, 7 C u2C 7 ng bU-, Z7Ti�S i. 4 acts of the p[]kx i 2] Fl1y, acts- o;[- th-p- Owner , f1 re , flood , tornad�089 , ep+de-�;I'cs , •giiaraat nfe restrictio�xse s rikes, freight ez argues { or de�:ays , f sob-contractors doe to -such -causes- When the date of cl:=pletian is based on a calendar' d.ay blw-f a req-0051 102- -Xtension of time bBC;p-ase of iT cleift8.Y1t vaather � it xqt be colisideried= A zeq.laekt for extension 4f time die to inability io obtain -supplies and mat-Pr �a?s will be - cc ib sidered only when ' ee ii&w of the on tract r t Dnrcbaae Qrdez dates and othet pertinent data as requested by the --E al fine r indi-catea that- t'he- Contra-ckor has- made' ' a- bonafidle attei t to sec - deliverer Q n schedules;. This shall' include of marts v 'ob�a-i n' t h 6 stpp-lies a mataria-Is zrom. alternate s.wntces' in case the -f first source cannot make dr-live-ry_ if- satisfactory ex6cution and completion of the .contract should require work and materiain. in greater aL-mou.nts, or a-a those set forth iii - Lia approved contract Documents, thi�!n the contract tite rnAy be increased by Chaaq-e order . � C7-7 . 9 DELAYS The Coiatractor - shall reca.ive nc comp.ernsaticn for delae`s or hindrances to the stork, e-itcept when -direct and unavcida4le extra - dist to the Contractor is cause-d by the failure of the City to provide information or material , if C7-7 ( 4) J arl , which is t6 be i'u-�nished by the City_ When such extra compensation is Claimed a written statern6nt thereof shall he pkesented bj the- C6iiti:actor to, the- Engineer and i� �y htm found correct shah. he approved and ro-erred b him to the Cc-unc,il for f-incl approval or disapproval; and tho act.��n t'k�e,z-ecn by the Cour`c311-'shal1 be- final and 'bi.ndingdal ay is caned by spe C if3-c orders given by the Yngineers to std work, .ot. jay- 'the per:o ante 6f- 6 tra work , Q by tt e Lazlz�re of aha Citi* to provi46 Mait6kial or necessary �nstrilction� far Cal-r ing, on the work, the such del'a mill entitl.s the Contaeactor to an edjtivaZen` ext�nsicn of Uwe•, bis �ppl ;ca-iQR mor which sha-11 , howevL-z, be subject o the p a_%iaj 40f the .Cita Con],C!Jj and no such e_xtensi.on Of time shall. the Contractor or the surety on his pi�rformanc'a bond from all his obiigat om§ hese-ander r;Uch shall remain In lull fL_1crce until the discharge of the contract. C7 -7 . 10 TIME 0'1 C0 _p 'L4 0X The tizie of completion 1+ an essential element of the contract. Each bider -shall indicate in the •'ap ?`apriate place cn she ?ast page cif t7�� P�QFFQaal the uulrlb cf vo:c-kinq day's cr calendar days that he 01-11 rehire t_o L-Fully coYup;ete t-his contract oT the brae 01-� comps eti,on Vill be specified by Lhe City in 't�).e Proposal, s-e:Ctlan of the cantzact doi�_uspants. The nnmber of days- indicated shah, be a realistic estimate of t ie time requ,ii•ed o comle-tc' th-c wcj:-k ccvexdd 'by- tixe s p e ] f i.c cOnt_17act being bid Ilipon. 7'h -amount of tzAe sci stated by the cc ssf it bidden -or` the City w* 11 became the For each caienaai - day that any work shat-I '�re-ji�ajn Uncomplated affter the t1.rriPz specifies in the Contract Documents , , or the i xcre sa ti-me ti-megra d b 4 owner , or as ' aAoLnatically were-ks6A bg aAd!t1op:'X-w6rk ar mat,arimis vxr�'ererl a�t-er the j�ibntract i sigzieddf the sum per. day ..liven i�x the �o�law�ng scheduler zl -s iise spec fie .in otter parts of tie mr- doto'cterits r wild be c aducted from zhdni�s due' the Cont actor, _no-t as a Fe_.a1tY; b,ut as Zig1i!'deed 6amages si,ltfered by the owner. AMOUNT QF CUNTRALCT ,Less than 5, 000 inclusive $ 35 . 00 i 51001 ' .to 7*S � 40� in�� �isiv� � 45. 00 15, 001 to 5r inclusive 63. 00 25, 001 01 to 50 0 10 incius i ve 105. 00 � �0,0Q7_ �o -�• ���, f?�0 inclusx � 15�. Ob I 100, 001 500 , 000 inclusive 210. 00 I C7--7 (5) i i �9-1, 006, 0,00 LLclusive 3-15. 00 s1; o40., 201 to 2'r Ord 0 , 060 .inclusive 4-20 - 60 2 , QO-4 , 061 and -fir-er Q . 0 Tt�a p arties hereto dnderstand 8.n& ogres that any berm to the- City- ausbar tie ContractarFs d6lay ire cc..MPlttzng the Work , end6r in the time spe_giki6d gay the Conttract- Documents weruQ-m d be .incapable or verb. difficult of actdrate estimation, and t:�at- the- "Rano-int oz Lt�quidat_ed Da�a.g�s Per Day" , as set ont above, ig are savable zarecast off' Lust compensation dui the City mor harm cazls Y aiky delay. ' C7_-7 . 1 i SqSPLNSION BY_ ('�QURT GRDSR: Tire Contrac-tbr ihall su-spend opetatioms on- s.aah part or `pay, t*' 6f '"h6 work' cr( ,ered by azly caurL , aDd will not be entit'led to additional, conipensatd.ori by virtue of such court order. Neither will he be liahle to Lha City in tie c-v. t the work is suspend6d by a Court ordex . 34either w3_17 the 6wn-ei be lizible to the contractor by virtue of anv Court OrClAr or acts0n for whicb -1-he CP. riser is not solely X'eSpOnSib e, C7-7 ,12 TEXPO ARY -SUSPEkISLON= The owner 5ball have ' the right to s-tispead this W6,tk. uoetatiorn wholly or in part Eor sac period or periods of time as he iaay deem necessary dne to xi2rr,P-itabls weatber P_opditionp or a,ny gther �tafavgrable gorrdi-tl6ns +6h -gin the- opiniop of t,h_ a Owrre 04 Egg= e}T o u fartixez p`'ros�q,ation of the W'po 7k to` b u sat s ac erg or de a-zmebta7 t t 1F' te st o t$ preje t. DPrlinq t a orary 8De_nSi on 6f- Work Cotrere� .h this contrac.t for any, reIesI0 , the owne1: Wi11 'ma] i� no extra' P aliment 7 71" stand-by t me' -oma coz .s -octign L- xipne!nt and/or construction orews . Tip it aho_u1d be'coa-,e n6--ce.ssa; to , usnand w`ozk for an- indEif in _eito ri € { the t F r�cto�r sha�? S�a�e all rna�er".ia?s i� .:padh LB:n ridz that they i,1 not Ub`s t_u t. or imps th(i -anh13 c liah0ce ,sarily- nor become da g d fn aril s . , aid be s�al1' Fake a a'rg P ec t�Li n .to g ��eht damage- or e 'ior t7 on tb"e wore per o i 9d; he _.S a-1 rovide sn' tab� .' iiiag boe tea work, ani er t eflip ra,� . ��rtc xiresJ Whiire �a6essarp.- hold the contractor not be ableoomleta a portion o, tie project clue to causes ,beyond tht oontro2- of and withox t too fault or negligence of the Contractor as set forth in Paragr g C7_-1-a. EXTENSION OF THE TITS OP COMPLETION, and should it ,be deterrained by mutual • ccus6,nt of the Contza.ctor an' aha Engineer that a_ 8,01ut-oa to allow 00-nStructian to proceed is not a-vailable within a reas-onabie perYod of time, then the Contractor mAy he reimbursed for the cost of moving his equipment off the job and returning the necess8ry egnipm6nt to the .jeb .whey it is determined by the Engineer r C7-7 (5) i that constructi.aja may be re-sane-d. Such reimbursemt�nt shall be. .based -orgy actual est to the Contractor of mpvirag the egtij,pan�nt and. no tjrofit_ will-, Via• al2owsd. go reimbursement- shall be allowed if the equipment is Inoved to another constructi-on project. for the City of. Fort Worth_ The Contractor shall not suspend work ,withoat written notice from the ,Engiffeer and shall proceed with , the work o- e=ratlotxs promptly when notified ` bp the Engineer to aa xesume ' t�pexations. 7-7 .13 " TEl l+II 'L'TD Ok' ORTR.Ar-T DFS TO FIAT.-TONAL EM RGE Cy: Whenever, becatis4e of Rational na declared by t_h,� President cif the United States or other lawful alathority, it becomes Lmpc�ssible for 'the Coatractor to ob'tAin all of the necessary labori materials, acid eiVi.pment for the prosacatiicin of the work with reasenabje contjnuit, for a period of two m6nths , the Contrav-tor rhall wsthia seven rays Notify the City Yii vYit_ing, +gYvzr� e detail-6d statement of the effoxts wbk— 1 haves been 'Made and listing. all necessary -items of later, nftrial s { and anipnor,'t notabta ire ab if , after fi r� sea t%gatior�s , the Qwnet fila as that such cozdit'� oma e�isti�� and that than inability of the 'co3ttractcr to pT.oceed is net attaihw ab e iti `bole or izL pact, to the fault dr _qlett of they Contract, then if the owner' catxnet aster reas-on�abIa effort assist the ifi ixxo.vring and making available the necessary -labor,' Ma<t�i`ials amd' e4ulp n�_-nt with In thirty days, tfe Co.titractor map rea-nest the 0whar to tsminate the contract hatf1_on shall be cooditioned aznd based upon a €irzal SettleMeat tailtually acoep ible to bat? the Owner. and the Contractor and f.i_ al pajdanit shall be l aade in accordance with Lhe tel-ms of the agreed -sett,4•meut, -Which s1iAj1 ia-cjude, hiaL. not' be lira ted to , the paynqat3t for all w6.1A executed lout. no anticipated pr9sits on warp which has not bin •performed. 7-7.14 SUSPEN IC OR ANDOMMENT OF THE VCR{. AIM AMRDU4E T OF CONTRACT; The work operations on all or .any portion or i section of the work_ under Contract shall be suspended i�ed�iataly on �fritten arde`r - Of the Engineer- or the Contract may he declared cancelled by the City Ccuncil fox any, good end sufficient cause-. The 'foliovxing, by way of example-, • but not of .imitation , may be cons-idrsd grcrands for sus.pcn5ion or ancell�tior� : - a . f'ailu're of the Contxactol- to -commence Work 01jerLtians within .�.h� time specified in th& -Work order issued by the ownak_ S i C7-7 f 7) I I been finished an cample-ted, 'the -final inspc&.tlon..made by the E gin rr end the final Acce anCe and final pay-ment made by toe mer. C7-:-7 . 16 TM�KJXRTION POR co NTIE 'QP THE O NER: I�OTICIr OF. -TERMINATION: The perfc�rmPnce' of Lhe word: tb s-.contxact as -be- tsrmira.arted -by_ the Own-er in WhPle" or fx-om time to time in Pari ' ."in accordance with this section , wheaevex the C)wae'r shall dete mine that such :termination is xn the best "_terest of --the Ownea: . Any. s-aQh te=iDlation sh l Ise' f e we'd F b tail �iIrg a fiinti4�e of ternLination to the 'Oontractar s ecifyriag the extent t6 of -rk 3}flder the contra- #S termixaat ed•, aid the ,dates Upon •, -h ich !inch t * inatiri banes afotie . ' Receipt c!� the no ' ce 6ball- be da4tmed coiiclus well prest ea and ss€abliAed when the letter is plac-i�,_d it the United States Xail by the 0wh-6:i7. - r unther , it s.Eall be deemed co.*tclxlsIvely Presumed d e<stab?isbed, that sgcb termination is made with Just cause ' as tlrarein stated;- And �Ia pr[)6f i-q env aaaze m, denand or. suit .4-hail fie re iii ai of "thy C7+aner regardiLg sueh risrtirsrY ;�iar_ B. C6I4TR Ci`0R �CTION. Aftex receipt ok a notic-S of ,�. = cwt as o-heTwise directed by the E�ig�� er, the a,�tr`aat aha` : top work t ne ea _he cbntra.ct on the date and to -the' zteTit-- s_:ecs = ied it the noticte of - termfnat�oni . . place no furthez orders ox subcontxaat.s for mat-e ii els -.+servaees or iaLz 11itieS. `exc:ept. �?-s mag 'be' aede:ssary' for �0mF11 t Cir. 09 gorticin of t-he- work u-nder th-e cc tr:ac!t as is nod -Ca f mi nati--d; terminate a ll ' orders and subcontracts to - the e-€dent that they relate to the peiformance of �-iork terminat6d by the- notice. of teriRination; A. transfer -i.tle to -the - owner aad delivsr in the Mannar; at that times, and to the extent , z ai3 r t d3 it id by tb4 Wig!ni�er:` C-7-7 (10) i y - 1 a. the fabricated or ianfabricated parts, work .in process , completed work , s.nppiies and other i at pial pr6duced as a part of, or acquired in connection with - the performance aft the 'vork. terminated -by , the noti'ce of ter6i.ixatioa; and b. the complet�A, or pa-rtially completed plans, c rawixig s , La-'f orm.at-i,v rt aad Other property whiQh , If the co-ntract had been completed , would have hewn regzai ed to he €urhi5hed to Lne Owner. S. complete pa.rf6rmance of auch part of the work as sball not ha•7R btn_�en terTninatea by thp- I notice of tetM"G-1tib-a a�ol 6. take spch action a mai* ba ne-cessary, or as i the -Engineer may d-rectr for the Proter-tio'n aDd p_e5erva tivn of the property rl�lat�d to i t 8 Cat tact wliich is Ln - the pos5essi0-n of the Coatractar and ,i n w ich the Gvr-,e: has or may acquire the meet_ At -a. time n-ot later than 30 days after the texoii�ation data -specit'i-ed in th-e notice of termfna-tion, tb.-e Conf.ractor t a.-y s bruit the Rhgineer. a list , certified ars ' to quaTitity and gua]:.i-t * of - gn-_y or all i teras o.€ termination #v�2ntoxg not pre-710ur , - p , • s ^o�-_ -itc-j�is the disposi dozi of whic1 has-. ei� directs car authori.zLd by e hn.gineer_ xt ' Z t r Mian 15 days thereafter , the- owner shall accept ti-LE-le to such iteM . -Provid6dt tbet the list submitted shall he s'ki:b j e c t to ,veiificatIvn- b}v Vie- gineor- upon removal of the -ite= cap' , if- the --terns •are stored-, X45 days- frdan 'the nate o,f subTQis'zlon b- the list, and any neces.s.ary adjus,fzments tc . CQZrect t?,e 'list as' sltbmi'tteA, shall abe made- prior It final sattlement. ' i C. TTS`-R f-Y TTOCLAIM: Within 60• ,ffAys after- notice of termi-nation , ' the Contractor 49hall su m-it hl_�_ termination 61aim to the Engineer in th6 form and with the certification prescribed by the Engineer. Unless one or more extensions' it writing are granted by the owner. upon reglxest o.f the Contractor , inad4� in writing within such 60-day period or authorized a terY ion thereof , any and all such claim 1 skull be conclus iv�-_lp deemed wai-ved . �7T7 (11� f1 } AMOUNTS : OUbject tp the provisions of -jter C7--7r16 (c) Lhe c4>ntrActor and owner may agree upon the wh&la o1v ariy part of the amount or arc u.nts to be paid -,to the Contra for by reason of the total ar partial termini.atiot of work purstaarit hezet�; prpvided, thaE silah agreed- am uIlt ar a�to�ants shall never .a deed the trotaL caatract Brice as reduced b the am.v ;t f_, Pagxnents otherwise mare and as ik 'F7'G-'' • i d'LE '8 "' h,�"' the--carrtr,,3mt pric°8 of wo--k -not t�rainate_d . Thd . contract shall b`e ameended acc€ fdimglY, and the C,oiltractor •shall be paid the agreed amount_ �o amvulit shall b-e due for jo-9t or ant Cipated -prof l tS . Nothing in c7- 7 , 16 �2 ) hereafter, Prescribing the aurol:�nt to be paid to t-he Con trs, c for in bhp event of failure Of the Contractor by rahLasom of the termination <)f work pursuant- to this section, .9hall be da6mea to limit, restrir<t oz (Aherwise -det.arr i e or aff!ect the allZbtiut Or am nia WhichRCL be agr#ed apon to bqLDL Maid to tb-e Contractor pursuit io this paragraph. B. FAILURE TO A YES= In thel vont of 'he faAjure of the Comtractor azid . 'he Owner to agree as prov3 did in . -7. 15 ( D ) upoa the , whole amount to he said to the Contra t e sox of 4he er ion of work -parsun_nt to this sa� ctiuA the owrr s�xaZi et rraine, -oxo the basis o� zUfor-mation- available to it, the --� aiao�ntr i� any; due to the Contractor by reason of ar�o;��ts .deterniiied_ - o amount shall b-a die soar lost or aRtio_Pp�tod MrofitS} �. ' EDUCT101T : arrivIng 4t the .amount dne the acztr ct r -under this s��tfan , thsr_e shall he cle_ acted ( a) all idated ad arica oz- otbe]r cnts on acco►rnt t. hLeLKetof-ore p}ade -to the Col trac dor , ' P a abl to the t; i na.t�d .pox-tion of ay nclaim I ich the Own er• may ha-,*e against the to;Aractor in -cont-ection writh this dont act; ` ani (c) -the 'agreed prkc_ "fo-t tr the pr-rbceeds , of sale -of, any materials , suppliers or ' Pther thib:gs kept by the Contraftor or s4DId • p.uLrs -ptr to the grov_isians of this c?ause, and not vthdrwisL- rp-covered by, 6r - credited to the c-ptner. G. ADJUSTMEUT : if the termination hereunder t;e parti�A, p4lok to the settleme-rit a, the teFr mated pert.�r}tr of this., c-azn-tract, the Contractor map file With- tete $uglneer a request in writing for an C7-7 (12) 4 f eQ �iztable adj-,Ilstment of t -e pkice or prices spe:cified in the contraat relating to the coz`itlnve_d Portion of the �_-onzract ( tbe'&Ition not teriiRlnated. by the notice of terzinaation ) , such equitable adjus trnetlt as .may be agreed upon -shall' be made in s--Qch -pr ica or prices ; , nothing. contAin --d he_rein., how&ver, shall limit the right of the owrjez- and th.� Cantract€ r to as �xpan the aino�ssrt or amounts to be paid -ho the Contractor for the' cornple_tion of the continued DQrtion of the 4�!cFn,Lxact whew said eottract does not Contain an establish conttflc-L � price dor such cin tinua� pow tion, , potbing conta3 n in thio section shall 2A t or alter the rli hts which the Owner_ -may 'helve for termination of this couLxact under C7--7 . 14 bereof entitl6d 4 usPensi0h af:, Abandonment of tine- W 2k and Amsfidment bf Coxitract, or any .other right which Ower pay •have !or' defaujt or breaQb of contri-ic-L by cont__a�tor. C!7-7 .17 SAFETY MTHODS AND PRACTICES The Contxaatcr sball be I-egponS-Ibjefog ina-Uiatzng { Maintaining, and supezv i s i ng all. safety precautions and programs in car dio with th walk at all t.i.-aies and shall assure all res.po�Isibi]-it1i3s for the , r e�raErcem�at.. i The Contractor shall- cozPly with federal , state, and local laws, �OzdinaWes, 9"d ragu-lat.ions SQ as to protaut pexs-an algid pxop:erty xa zn nryx nc u n ear t pr aIIra it --� th- the work, C7-7 (l3 ) PART C - Gr3NERAL CONDITXONS C8-8 l EAS U_RF-I h T 2�LqD PAYM T ME-ASUREMENT OF QUNKT-TTIES : Tipc- deterKination of quantities or work performed by the_ antraetOr and • autharized bj, the Contract DoczunZerlts a=-e-ptably completed undar the to-"s of the GoA'tract DaMunents shall be Trade by the Bng i n eex , based 0-n as remen'ts mads �y the " ngi er, These me asvr�ments I b ur+a e acco-tiling t6-the: Un?ted States Stan&arid Xf_�asxizenterits a.s•ed in fipnmon practice, and will -be the actual jength, ari-a, valid con cents , nu bars F ' and wp,fghts -of the mate-r! al s and CS--B_ - DNI' PRICES : When in the Proposal a " 'Unit Prioe9 is set- LaTth, the- said ""nit Pzjc4eu shall inclsaae the Eu±-ni binq by the Contractor of 411 labor, toad , tasiaze, 3nair;rF eql:lipfttant , appliances aad appurtI11aap-cea fp=" the c-onstriaCti64 of aid the completion in a mpn e_z Zcceptable to the En�[ifieer of all work to ha none nnder these 6nLraet The "Unit Prices" shaj.l include all permanent -and tempaxary pratP_ct_�`o1x Qf 6'7erhi d€ surface: and unde=rgroand strut sa , 1ea_tup , finished, DVerhead expense? bond, 14suTanci�, patent fees, xoyaa�.ies , risk dlaa to the ele€nezits And othea: causes , delays ,' proFit6 , i�ijU.ki68t damages claims, tares , acid- ala o er 1-te 5 no s eci ice y men- pane Fiat i ay x �q lr a La T-1.12y con:5truct ea"h item of the woxk coltxpjete in place at'a in ' sats sfa tar * 0.0 cad.tion fox bpe.ra.tiori. CB -8 - 3 LU" SUM: Yemen in the jproposal a "rump SUM,, i� set f6rth, tit 's i d" '"Lures .8 shall ,repr-e?s i the Total • cost fdr 4 the; Co-n"tr•d'ctbr o fnrnish all 1•ibo_•r, tn�>15' , material. TDach Yieriap teat{ a�pt�-ttenancas , and all s-ubs� �a -Y .work rl -cessa�� ' or the constxiaction and 00tipletion of all the i;br'k t t pvd a comp tuntional -term as,` dctaied ' in Special- Cdnt�ac't. -.DoCnm ants - and/or Plans_ C8 -8 . 4 SCOPE OP PAYMENT. Th& Contractor shall receive and accept the compensation, as herein provided-, in full payment for fjaT-nxshitg aJl 'labor; tools,` materia',.s, aid incidexitaxs zar Perf0z6ing all work- colitemplatea. and embrabed under these Contract Documents-, for- all kiss anal, damage arising out o- the nature of the rk ter 'rcdi the action of the ezem�nt� , for as i rr ores en .defects or obstrar-tions which may arise or be encountered -during, the pros-ecutibn of th& work at any' 'time before its final acceptance by the owner, (e?ccept as provided in paragraLp� 5-5 . 14 ) for all risks of -Whatevez desoription, conflicted with the prosecution of the work, for ,ail expense incivrred by ar in conseVence of suspension or discontirivahce of sua-h prosecutior_ of the work�:�-g caperations as herein specified , or any aad all infr'i�g'ebieets o-f paterit.s , trademAr s , copyrights , or otber ;6%l Ll - resarvations, and for compl+et'4.iiq the work in ,"an accep�ab2:e _m_ann�i aditdrdi� to the tezm ot- .th8 Contract bo"c-qimen..ts . The payment of alQry -uTirrent yr part-ial e`stirmte ptior priorto final ar-cepLance } - wor}r , .y the a vaer -shall in q6 way ccnsti Lute an of. the accap nye of the wain]€, Materials, or equip-meat, .nor in any way ,preJ�dice �x affect the a-b2 igatioris i the ' n.t 8ctt0 1$ ?$-?` co_rre -t, 2I�e dx DS ic-eplace his own and Proper -expense amp defer-to or imPe�-factions in the co:nPtrtct'io'n or iii the f�trengtb or Vallty of the rakteTI--al used bt e�nipnient car machiuer.v furni h�3 ir: of about_ the copastruc,taor� of thce work ander contract ark its appvLstk5nahc:ez, 6z any daaage due or aLt�ibzLt.ed t6 such desects , Whi ;h efeet , imp rfec ion, ,ox damage shall have beiiri diticc-Ve� on or. -before the rival Lnspeotion, and acce-p'tance at worY- or during the on.e year axanty period after r ne-I acceptance. The Owper shall be the sole , judge of stich refects , imgerfectioas, or damage, and the Coatx.actor shaij- be Liable to the Owner for ,fal!A�rE to correct tie s.ar$e ai5 provx dei ' herein, C8-8 . 5 PARTIAL ESTIMATES AND RETAINAGE: B_etw6en the lit and �ngxnee� a' statefn��iL showing �-n �st�.ma_t�`.�� the 1�e �{ tete r,�ork �on.e d�xrin ��e pre�i�usxaon�, o� �st:ivm-ate ;p�z-�o� under tie Contr�ot Da���uants . Tat late. than ��e 10��i d��+ o� tF�e moth t-�e &ngirieer sh��.l var- ifs" Leh es�iur�te� anc� i f �,�. z� a<-oendto be` acceptabl� anii the value o work per 63 Med -Since ,last paartja� .Payment was t�ta ads owe hitid+�ec dollars { x.00 . b0 } i'n amqu,nt$ �0� 'ref sr�6h, es-t1mat e8 ,_ vrxl? b6 paid to trotractaa� , totalotirct, ' ioount { is .e ' - tiara a0-0, 0,D0 , 6r 3S� o,� 'suah es;tisna�ed .suiP :wi:I"_z hep�i,a`to the Contractor Lk fhe total. con race a_mou t.-. 8 $x.40.0,00,0 5Dr _jr ee4 e_r ith n t zehty-dive 5) days after regi lar estimate patios . The City will have the option of- preparing. dstiiraLtes oa fo4-ms fut'nishad b . the City.' ''he p��tia7 estimate mai inglade aoceptable:. naaaparishable materials dgliver ad to the' York Which are x Ie indorp.orated into the work` as a ,permanent part thereof, batt- which at the thP_ time of • the • estimate havQ act been Lnsta led. { such A hent will be a.11owad on a basis of U'� o= - the net invoice value t exeof } The ontractoz. shall f urn?sh the. 8Dgi.nee_r such information as he may regtiegt to aid s C�—$ (2) i + hima as a gUide in the vert ficatiori or the23 f partial estimate$ , F--A LLparwtia or � is understood that the partfal e:st.iniate from x[ Dnth to Mont-h will be 'approximat'e Obly, and - all pa.rtial- 140nthl estimates and p,aY'Men.t will he suhjett to correction in the est' ima e rendared Collo ing the disco�7�z bf an error in any prevzous est'h'ate , and such estimate shall not, in any respect, be taken as ars• ad migsion of the Owner of the amo-ant oz i� or)c done or of its guality of su.i<ficiancyr or as an acceptance of the work done or -the release Of the, C6 ' t- - o of his espo:�sibiliti s- 1:rhder the cntraLr-t f)0C. ent.S_ I The City reserves the aright to withhold the payrmseht or ani monthly estimate it the vdntracte faJ14-. to pe orrn the work strictly in accar.clknbe with the spe-cificat3.ons or prolisions Of this contract. C$--8 . 6 kWITEHOLDi'_RG RA -4E T : Payinen't on an-y �Stimate or estimates may b� held iii .abeya.uca ii the perfoaraance o� ��� COIIStrrkction ;Peration-s }S mot in 'a ca da c t+€it$ the reg i*em rats of the C-antract Documents. CB-B. 7 FT_hWAL ACCEPTA C!E: whaneve,,c the improve ' _mss pro i or b to Coot 7acf_ Doourmen is shall have bee-a corrcplated and all requix#ra6tts, of the � nzxact I?a .t�aaer� ts Shall- h e been i fn iil�. t3 0 the part or the Co]itractc'r, the contractor shall notify the Eugigeo ?n x�riting Chet th4 improve, mats are r- ay far the final -inspeeti6u. 'The Enlginp_ez Sha-11 not ; fy be -- - �-. •--. „ a r sc iate offio1als' of the Qvtrxer, .wiil-, virthii� a reaaonatrle time make su Ch" final Ina-pectioz� ; wor is sat=i8facttory, in ah ac-cep.tabl� cond.z tion , a r [ Inas beEs cmle �e acuorda�e& with the terms of the 0-,Dntra�:!t Do eDt$ . a6d all approied modificati6ns th.f:-ILreaf,. t}7L;h Bn_qja�-_4�r {nitiate pth-6 prac�--asi'ng ok- t-he -fjn as'tijuate -: and recrnten, final accepaac cf the poect and frxa? payment tb'erefQr as ontli d •iri•' 8_..'S. 8 2)alt) r;' C8-8 . 8 FINAL PAY2MNTe Whenever al-�, the imProveme�ts -provided for b the z!ir_r t' D cum;_hta 4,4d all appfovadmor•ifioati6 ns thereat shall. `have beer; '60thpleted -and ar.i re�u-X�t?m�l3ts `af the Contract Docarnerits have been fulfilled on the- part orf the Caatractor,• a final 98timate showing the value of the u*ork i will be prepared by the -Engineer -as soon as. the ue'cessary Measurement , ( computes+ions, and checks. can be made. pa,io±- estimates upon which payor-alit hai been made are ssbbject to net s aPlaymen t . ry corrections or -revisions in the. normal. i CB-8 ( 3 ) I Tbp- amoxant pf the final estimate+ Loss previous Payments and- any surn that have been deducted o-r retained ixnder the pr-oaisions of -the Contrac-t Do.cu.men`;s,' -gill be paid to -be Contractor within 6q, days alter fi-nai acceptance by the Owner on. a proper resolzatien of the C;_-Ly gouaei.1r pr,gvided the r,ontractor has furnished to th-e owner satisfactory e-vidence of payment as follows. Prior to suhzaissien - of the final EpXi;t to for payrt t, , the C�ohtrractor shall execute an affId.avit, ' as fur ris , 3 by the City, cffrtilying that a.11 parsons , firms, assaciatinas, corp6rzt_:,pA�; ar other orgaj:��zatiovs iurujshing labor and/or nktez-ia?s have been pain in fnII, that the ,Wade sale established by the City Council Ata the Cit of Folt Worth has be&n parr and that there a.�e rio ulairRs pending for persona, ln:fry and/or property dar&iges The accex tance by the ContrL-LLtot off: the last o-1' firLAI piayment as afaresaid shEL11 opeFate as and shall -release. the £g er from all- claims or Ifabi lines Under Lbs Z-G-ntract for an tI7inF done or furnished or relat r.g to the wo&k I:Lndez Contract Doc.-umeil mss, cr a_n ' aat- or neglect of said C-- ty relating to or c!onn,�!cted Wit-IL the con pact. The making of the final paymant by tie Owp r shall Tint re3i ave the CcDtractor of any cj-da.ra_ er other �equlreraents of the Con�.ract bocumezhti w.bich specxfi0aLIy cantihLu'a thereafter_ C � ADEV rACY O.F., DE.SIG39: it �s anderstood that the rner beIleves, it h-as employed. co p-tent FngineerS, and 6aSAgfterS tc mxcpare the Contract Aoquments a� d a3_ . 3vodi:ticatjn - khc F apgr the, Owzrear shall be i;-eponsible -fcx- the adagm.aoy of. its .0WM desip Eea�ttires , zuffic:ie�Cy, of the Cantrraet Doc'p encs , safety of the s '`Lct '-". , and the p'rarEicabil'itY' 9':ff the opera ?.ahs of the, coa-Epleted proj-�;��. pa�ovld,ed t`h - Co teact.or he G , cOrPgiled with ,t, is . eguiragents, of the raicj rod;Xact nocur€ nis r all app_oved m-odif icatic s thereof, n additions afid aitaratipns theTeto -� proved in writing by the own-ii- The buj�,de•n _of ,prof- of- -sua), gompl ;ance s-hallhe upon 'the- -G-ontractor rt.o _dhow t-hat he has laid raq i �naxx� of die -Conttact Dc tanepts - .apPrpveA -mc difIcat7ons thereof{ and all apprvv4E�d addi-iq.ns apd -_lterati* ns- tb,r, C8-8 . 1 GENF,-RA-t,, GUARANTY:' Xeith'er the final certizIcatie of payment• a rr ,anrY gLTovision in the Contract: D0�ra m e n t 5 n-or Partial nr entre occupancy- or use of the pr8misas by the OwnEr shall cpnstitute an acpe t-ane of work nc�t doze i-a acdordance with the Coj4tract ' Documonr s or rell'eve • the Gontsactor of 'Iiabil.ity in respect , to any expre-s's Warranties or responsibility for vaulty Materials pr workmarisbip . The Cantractox- shall remedy .any defeats or damages Tn the work and i PeLY for .any damage to other work' resin i-ng therefrom Which 8hal.l a-pPeak within a period - of ane year from the date of i inial accePtan e Of }he wa�:7k unIesS a longer period is specified andshall furnish a -goc)d ansufficient Imaintan- ance bond in the ataount of JOD percent of the alsun � of the - i c ritr. act which shall as-sLIx-e the. Performance of the geineral guaranty as above' outline _ The' ovner will gave notice of - observed defects with reasanable promptness . &-8 _ 11 .SUBSIDIARY WORX : - Auy and all woL-k EDe4alf i,cally goverried by documentary requirements for Ue project , such, as one Lzo�s impor- ed by f-.he Plans , whe General tontxact Vocuiaeats of thsse Speoia7 co4txact cenment5 , Lrl which no sp.eci f is item fbr bid has been- Pro id&d for in the Froiosa:, 5 all be considered a's a sub�idtiary i e of vrork, the co t of .Thi h hall. b& in�lud�c�. in f.he iprice bid it the '6x-crpgsal# for each did iie _ surface restbratjon'r rock ca atior� snd cleanup are general iteras of work which fall 1r, the category of subsidiary wo:k. C,B-8. 12 MISCELL.A E()'GS p r ACEMRW Op 3 A±ER—T -. Material may be al3n a -ed mldlir az-zous Vla X-t�03 in the Proposal. to establish t p=aces for mi scelia,ne�P13s plac eat of material These mate�ria_ls hall be teed c�n3 wh6n d;xected by the Engizieer, d ep en d i n g on f.i eld e ndl 4 i on s_ Pagmen t- it ar mi�s cel?an Botts p l a e e n of material V 1.1 be rade for only tb at axnetnr of material a 3, ..-measuredto the nearest dna-tenth- nnl. Pay�n�nb for miscellaAeous p.lac-amet;t of material shall_ be In a'ccarda c wzth the General Contrac--z Aocum_-zits ragardl-ess of C$-8 . 13 RECORD DOCU"NTS : Contractor shall ke-ep on recprd a cop of all specific�,i-a1,011s , plans , addenda, Modli ica:tions, shop d-rawings aria samples at the site, in good ardex acid anEtz►tatrE--d to show all changes made d'ax4ny the ccnstE-txAl I On process; These shaII e de-1Lvered to J��'ine--r -upon gompILt i of the, bx- . - i I C8-B ( 5 ) I PART C I SUPPLEMENTARY CONDITIONS EC"I' ON Cl: SUPPLEMENTARY CONDITIONS TO PART C- GENERAL CONDITIONS i A, General These Supplernmut ty Conditions amend or supplement the General Conditions of the i Contract and other provisions of the Contract Documents as indicated below. Provisions which are not so amended or supplernented rerntain in full force and affect. B. C8-8.5 PARTL L ESTIMATES ANIS RETAINAGE: Page C8-8 (2). should be delated in its eritirety►and replaced with the following Partial pay estim ates shall be, submitted by the Contractor or prepared by the City on the 5th day and 20th day of each month that the work is in progress. The c:s6mate shall be proceeded by the City on the 10th day and 25th day respectively. Estimates will be paid within 25 days fallowing the enol of the estimate period, less the appropriate: )retainage as set out Wow, Partial pay estimates may include accepft6h. nonperishable materials delivered to the work place which are to be incorporated into the work as a perrntanen# pad thereof, but which at the time of the pay estimate have not been so installed. If such materials are included +within a fray estimate, payment shall be based upon 85 ofthe-net voice value thereof: The Contractor will furniA the Engineer such infurmation as may be reasonably requested to aid in the verification or the preparation-of the pay estimate. For contracts of less than $400.000 at the time of execution, retainage shall be ten per i cent(]0%). For contracts of$400,000 or mare at the time of execution, retainage shall be five percent (5%). Contractor shall pay subc;antractors in accord with the subcontract agreement within five (5) business days after receipt by Contractor of the payment by City. Contractor's failure to make Etre required payments to subcontracto" will authorize: the Cit} to withhold future payments from the Contractor until compliance with this paragraph is accomplished. i It is understood that the partial pay estimates will be approxLm ate only, and all partial Pay estimates and payment of same will be subjcr-t to correction in the estimate rendered following the discovery of the mistake, in any pmvious estimate, Partial payment by Owner for the atnount of work dome or of its quality or sufficiency or acceptance of the work done; shall not release the Contractor of any of its responsibilities under the Contract Documents. The City reserves the r'igbt to withhold the payment of any partial estimate if the, Contractor flails to perform the work in strict accordance with the specifications or other i Provisions of this cantr ct, J C. Part C - GFneral Conditions: Paragraph C3-3.1 l of the 0e feral CoWitiom is deleted and replaced with D-3 of'Part D - Special Conditions. D, C3-3.11 INSURANCE: Page 3-3 {6}: Delete subparagraph "g. LOCAL AGENT FOR TN URANCE AND BONDING" Reviscxl Pg. 1 10/24/02 E, 6-6,12 CONTRACTOR'S RLSPONSIBLt Y FOR DAM AGE CLAIMS: Page CC-6 (8), is deleted in itq entirety and mplaced with the following. Coatmc#or covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole neglignce. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all claims or suits ror property loss, property darnag, personal injury, including death, arising out of, or alleged to arise out of, the work and servic:cs to he performed hemnder by Contractor, its officers, agents, empinyees, subcontractors, licensees or invitees, whether or not any smelt injury, daiteage or death is caused, in whole or in jurt. by the rrg&&ear,- or al reed neelikence of ()rvrrer, its aflricer's, s rvunts, or errrpLoyees, Contractor litre ise wvcnants and agrees to indoamfy amd }iald harmless the Owner from and against any and all injuries to Owns officers, servants and employm and any dmage, loss or destruction to property of the Owner arising from the performance of any of the terms and conditions of this Contraet whether or not any such irriuFy or damafe is caused in whole or in part by the nfgli .gence or alleged rte li a ice of Owner, its u#jic r.s, s@l'yr#lr s or rrrrp�nrres. [n the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, fmal payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the clai'ro leas been settled and/or a release from the claimant involved, or(b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been see€cared to the insnra ce carrier. The Director may, if he deems it appropriate, ruse to amt bids Qn other City of Fort Worth public work from a Contractor against whom a claim for damages is uutstwiding as a result of work performed under a City Contract. F. INCREASED OR DECREASED QUANTfITES: Part C - General Conditions, Section C4-4 SCOPE OF WORK, Page C 4»4 (1), revise paragaph C4-4.3 INCREASED O DECREASE- D QUANTITIES to read as follows: The Owner reserves the right to al ter the quantities of the work to be performed or to extend or shorten the improvements at auy time when and as found to be necessary, and the Conhactor shall pmform the worts as altered, increased or decreased at the unit prices as established its the contract docnmeuts. No allowance will be made for any changes in last or anticipated profits nor shall such changes be considered as waiving or invalidating any conditions or provisions of the Contract Documents. Vadations in quantities of sanitary sewer pipes in depth categories shall be intepretad herein as applying to the overal I quaafifies of sanitary sewer pipe in oach pipe size but not to the various depth categories. Revised Pg. 10/24102 i G. M ..11 INSURANCE: Page 3-3 (7): Add subparagraph "Ji. ADDITIONAL WSURANCE REOUTRF IENTS" a. Tl7c City, its of em, employees and servants shall be endorsed as an additional insured on Contractor's insurance policies excepting employer's liability insurance coverage under Cantractor's workers' compensation insurance policy. b. Certificates of insurance shall he delivered to the Cit} of Foo We h, contract administrator in the respective department as specified in the bid documents, 100€ Throckmorton Stree4 Fort Worth, TX 76102, prior to commencement of work on -thc contracted project, c. Any Failure on part of the City to request required insurance documentation shall not constitute a waiver or the insuran" requircments spceified herein. d. Each insumnce policy shall be endorsed to. provide the City a minimum thirty days notice of cancellation, non renewal, and/or rnawdai change is policy terms or coverage. A tem days notice shalt be acceptable in the event of non-payrneltt of premium. e. Insurers must be authorized to do business in the date of 'Texas and have a c -unt A.M. Best rating of A: V11 or equivalent measure of financial strength and solvency. f. Deductible limits, or self-fnundeid rete:niion limits, on cinch policy must not exceed $10,000,00 per occurrence unless otherwise approved by the City. g, Other than worker's oompensation insurance, in lieu of traditional 6surance, City may wnsider alternative coverage or risk treatment measures through insurance pools or risk retention groups. The City Tnust approve in writing any alternative coverage. h. Workers" compensation insurance policy(s) covering employees employed an the project shaU be endorsed with a waiver of subrogation providing rights of recovery in favor of the City. i. City shall not he responsible for the direct payment 6f insurance premium costa for contractor's Insurance, j. Contractor's insurance policies small each be endorsed to prvvidc that such insurance is primary protection and any self-funded or commercial coverage maintained by City shall not be called upon to contribute to loss recovery. .k. in the course of the project, Contractor shall report, in a timer manner, to City's official Iy designated contract administrator any known loss ocwrrence which could give rise to a liability claim or lawsuit or which could result in a properly lass. Revised Pg. 3 10/24/02 1. Contractor's liability sbail not be lirnitctl to the specified arno=ts of s'nstzranw required herein, m. [.spun the reque.sl of City, Contractor shall provide complete copies of all insurance policies required by these contract documents. H. C8-BA SCOPE OF PAYMENT, Delete CMA, Scope of Payment at page 08-8(1) is ddelcted in its entirety and replaced with the following: The Oontramtor shall receive and accept the wrn nsaiion as herein provided, in full payment for ibmishing all labor, tools, materials, and incidentals for rfonning all work contemplated and embraced under these Contract Documents, for all loss and damage arising out of the nature of the work car f om the action of the elements, for any unforeseen defects or obstmcdons which may arise or he envauntem4 during the prosecution which may arise or be encou4ntcmd during the prosecatiion of the work at any time before its final acw-ptance by the Owner, (except as provided in paragraph C5-5.14) for all risks of whatever description connected with the prose Ution of the work, for all expense* incurred by or ur consequence of the suspension or discontinuance of such prosecution of the working opemtions as herein specified, or any and all iufiringments of patemts, tmdenuwks, copyrights, or olher legal reservations, and for completing the work in an acceptablc manner according to Lhe terms.of the Contract Documents. The payment of any current or p;attial estimate prior to khc final accepumce of the work b the Owner shall in no way constitute an acicnowledgm mt of the acceptance of the work, materials, or cgaipment, nor in any way prejudice or affect the obligations of the Contractor to repair, correct, renew, or replace at his own and propor expense any de€cells or imperfections in the construction or in the strength or quality of the, mate ial used or equipment or ma"ery furnished in or about the conatruction of the work wider contract and its appurtenances, or any damage due or attdbuted to such defects, which de€ects, imperfoctions, or damage shall gave b=discovered on or before the final inspection and acceptance of the work or during the two (2) year guaranty perind of --r the final acceptance. The Owner shLall be the sole judge of such defers, imperfections, or daunage, and the Contractor shall be liable to the Owner for f'ailum to correct the same as provided herein. I. 0A 10.0 ENI�J�Q JAItA Y. Delete C84..I0, General Guarady at page C8-8(4) is deleted in its entirety and replaced with the follow ing: Neither the final certificate of payment nor any provision in the Contract Documents, nor partial or entire occupancy or use of the preiniNcs by the 0wncr shall conatitate an acceptance of work nal done in accordance with the Contract Documents or relieve the Contrmctor of liability in respect to any express warranties or responsibility for faulty materials or workman hip. The Contractor shall reinedy any dtfents or damages in the work and pap For any damage to other work orpmperty insulting therefrom which shalt 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 fumish a goad and su#diciem mai.ntengnee bond in the amount sof 100 percent of the amount of the contract Revised Pg. 4 1 W24/02 which shall assure the performance of the general guaranty as alcove autlined. The Owner will give notiee of observed defects with reasonable promptuass. Any reference to arra+ shorter period of time of warranty conrainied elsewhere within the spocifications shall be resolved in favor of this specifications, it being the.City's intent that the Contractor guaramtee its work for a period of two ( ) years following the elate of acceptance of the project. - In the Special Instructions to Bidden, TPP contracts place the fallowing in lieu of the existing paragraph 2. J. Part C - Oencral Conditionm, Section 2-2 ENTERPRETATIOI+1 AND PK PARATION OF PROPOSAL Page 2- (4) exchange paragraphs C2-2.7, 2-2.8 and C2-2.9 with the following: -2.7 DELIVERY OF PROPOSAL. No Proposal witl be considered unless U is delivered, accompanied by its proper Bid Security, to the Purcltasmg Manager or his representative at &l -o€ficial location and stated time set forth hi the "Notice to Bidders. It is the Bieldees sole responsiN1ity to deliver the proposal at the proper time to the proper planer. The mere fact that a proposal was dispatched will not.be: considered, The Bidders gust have the prnposai actually delivered. Each proposal shall be in a sealed envelope plainly marked with the word "PROPOSAL," and the name or description of the project as designated in the "Notice, to Bidders." The envelope shall be addressed to the Purchasing Manager, City of Fort Werth Purchasing Division, P.O. Box 17027, Fort North, Texas 761102. 2-2.8 WITHDRAWING PROM SALS- Proposals actually tiled with the Purchasing Manager cannot be withdrawn prior to the time sel for opeling proposals. A request for non-consideration of a proposal roust be made in writing,Addressod to the City Manager, and filed with him prior-to the-time set far the opening of proposals. AfkaT at pwposa_lt, not requested for non-consideration.are opened and publicly read aloud, the proposals far which non-consideration requests have been properly filed may, at the option of the Owner, be returned unoperted_ 2- .9 TELEGRAPHIC MODTI ATIO 1 OF PROPOSALS: Any bidder may mollify his proposal by telegraphic communication at any time. prior to the time sot for opening proposals, provided such telegraphic communication is received by the purchasing Manager prior to the said proposal opening tierce, and provided further, that the- City Manager is satisfied thata written and duly authenticated confirmation of -such telographic coinmtnication over the signature of the bidder was mailed prior t6 the proposal opening tune. ffsuch ce fumation is not received within forty-eight (48) loom -� after the proposal opening Limo, no further consideration will be given to the proposal K. 3-3.7 BONDS LCITY LET PROJEM : Reference Part C, General Conditionsi dated November I, 1987; (City let projects) make [hes following revisions: i Revised Pg. 5 1 W4/0 1. Page C3-3(3); the paragraph after paragraph 3-3.7d Other Bonds should be revised to read: In order for a surety to be acceptable to the City, the surety must (1) Bold a cattillcate of aullhodty+ from the United States secretary of the treasury to qualify as a surety on obi i0ations permitted or requlmd under federal law; or( ) have obtained reinsurance for any iiabll1ty In excess of $100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of Texas and Is the holder of a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law. Satisfactory proof of any such reinsurance shall be provided to the City +sport request. The City, In Its sole discretion, will determine the adequacy of the p{aof regWred herein. . Pg. 03-3(5) Paragraph C3-3.11 INSUR-AN C E delete subparagraph "a. COMPENSATION 3l SU ANCO'. 3. Pg. C3-3(6), Paragraph 0-3.11 INSURANCE delete subparagraph"g. LOCAL AGENT FOR Tb1 1_TRAN E AND BONDIN ". 1., RIGHT TO AUDIT: Part C - Gerxeral. Conditions, Section C8-8 MEAS URE ENT AND PAYMENT, Page -8 (S), add Lhe f+uilowing: S-8.14 RIGHT TO AUDIT: (a) Contractor L�Snes that tine City shall, until the expiration of three (3) years after final payment under this contract, have access to and the right to examine and photeropy any directly pedi nont books, documents, papers and records of the Contractor involving iransadions relating to thio contract. Contractor agrees that die City slia11 have access during normal working hours to all necessary Contractor facilities and :shall be: provided adequate and appropriate work space in order to conduct audits in cornpfiance with the provisions of this section. The City shall give contractor remonable advance notice of intended audits. (b) Contractor further agrees to inclusio in. all its subcontracts hereunder a provision to the cf1~e4A- that the subcontractor agrees thAt the City shall, until the cxptra(ion of three (3) years after final payment under the subcontract, have access to and the right to oxamine and photocop arty dirMiy pentnent books, documents, pap's and records*f such subcontractor, involving transactions to the subcontract, and fffffia, that City stall have access during normal working houTs to all subcontractor facilities, and shall be provided adequate and appropriate work space, in order to condud audits in compliance wiilh the provisions of this article. 0 t shall give subcontracttrr rcuonable advanet" notice of intended audits. ((-,) Contractor and sub ntraclor agree to photooapy such documents as may be requ ted by the City. The Ci ty agrees to reimburse the Contractor for the cost oI`cc)pics as follows: Revised Pg, 1 OI2410 I. 50 copies and under- 10 carts per page 2, More than 50 copies - 85 cts for the first page plus fifteen mats for each Mc thereaft r iM. SrM PREPARATION: The Contractor shall clear rights-of-wap or canine ats of obstruod n which must be removed to make possible Proper prosecul ion of'the work as a part of this projcm construction operations. The contractors attention is directed to paragraph C6-6.10 work within easements,page C6-6(4),part C - General Conditions of the Water Department General Contract Doemneat and General Specifications. Clearing and re:storsAon shali be considrrcd as incidental to construction-and all costs incurred will be considered to be included in the Linear Font price of the pipe. N. Reference Part C - General Conditions, Section C6-6,8 BARRICADES, WARNINGS AND WATCH AEN: 1. Whaevcr the word Watchmen appears in this paragraph, it shall be changed to.the word flagmen. 2. In the fast ppr'agrapb, fines fives(S) and six (6), ohangc the phrase take all such rather precautionary measures to take all reasonable necessary measures. O. M1N0RITY/W0MF_+I BUSINESS ENTERPRISE CO E'LI N : Reference Not C (General Conditions), Section C3-3.2 Entitled "MINORITY BUSINESS EN T'ERPRI E/WOMEN-OWNED BUS WESS ENTERPRISE COMPLIANCE" Shall be deleted m its entirety and replaced with the fallowing: I Upon request, Contractor agrees to provide to Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE)anc#lor a Woman Business Enteiprise (W13 E) on the contmo and payment therefore. Centuactor further agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an E and/or WBE. The misrepmentation of facts (other than a negligent misrepr ntation) and/or the commission of fi-aud by the, Conhwtor will grounds for termination of the contract and/or initiating aoflon under appropriate, federal, state or local laws or ordinances relating to false state mcnt ; farther, any such misrepresentation (other than negligent =srepresentation) and/or c:ummisS on of fraud will result in the Cearametarbeing detemuned to be irresponsible and b=ed From participating in City work for a period of time of not less than thee (3) pears. Revised Pg. 7 10/24/02 I P. �fhG'E TES:. ucdori C13-3.13 c the General C:ondiLions-is deleted and replaced with e fol;lowi.ag: (a) The tmntrtmtor tball wmply with all requirements of C hapior 2258, Texas Governrnvnt Code,including the payment of not less tb.aa the rates doW'Imined by tb.e Crify C;mmail of the City of Fort Worth to he Ole prcvFti.lirrg w agv.-M Los in ac:cord nw with C'.Iiapt,c,-C 225$, Tux as Govumiiuunt Code:. Such provail� wage-rates.are included iu these conLract d6cumodts. N The con ft �r*hill, far a period ofthmc; (3) ycars following the date of ay.CCPt&tCC of the work, tnni7-1 min rec4Lxrds that show (i) the name and occupation of bach worlrc;r employed by the omLrazw irl.the c:oristr cillo 1 of the work Pmvi&YJ fix in this cmt-aci; csnd {{i) the actual Per&mv Ware's paid tcr.cadi vMo kLr. The�z mxirds sbRH be clpm tit all reasonable hours for inspcetian by Lie Ci Ly. '111c pro visions-of S'ec iazt -1i, 1., night to ud-ii. 000. 9/30/02).pertain'tc3 this imipouboi n_ (c') The c:ontraetof sha3l include in its sul}contracts andlor shall c3x11 vise nX.juir� all of its mubmin rr;.'tolN to conlply wills ptsragmpbN (a) and (b),above.". (d) With each partiallia- 6M ckfimatc or payroll i d, w�x3chcvcr is loss, ars affidavit stating ih l the euntactor has ramplied With Lhe requirements of Chapter 7251 , Texas rvemmen.t Code_ AP, uoi tma [lr 13lxal I poli-ill e; Waning g� rajrc�.in��t lt-l�ci� p1u rtt„tic t� Rr the pr{sju(:L tit ail !dries. Revised i} , 8 1{?124102 PALRT D SPECIAL CONDITIONS i _I I I PART T 0 - SPECIAL CONDITIONS D-1 GENERAL. ................................................................................... . ....... .... ............. L-2 D00RDIN4A:EL MfHETINO .................................... ................................ ....................4 D-3 CONTRACTOR COMPLIANCE W ITH WOR ER'S-COM PENSATION LAIN.................... D- 4 COORD ATION WITH FORT WORTH WATER DEP T....................................7 D-6 QROSSINO-OF EXISTI NQ UTILITIES.....–.......................... . . . ...... .. ........................... 7 D- 6 EXISTING UTILITIES AND IMPROVEMENTS.................................................................. 7 D-1 CONSTRUCT(ON TRAFFIC OVER PIPELINES ......................................... .....8 D- 8 TRAFFIC ONTROL... .... ... ...................................... .1.......... ................ I�� DETOURS. ..... . .. .. ........... ....... . ................................................. ........... .... ,. ., ..� 0- 10 EXAMINATION OF �4E...... ................................................................. .................. 9 D- 1'i ZONING COMPLIANCE..................................... .... ..................................... .............. 10 D-1 WATEREQR DONSTRUCTION ................................................................................. 10 D- 13 WASTE MATERIAL. .................. ......... ............................................. .. ..................... 10 D- 14 PRQ JEDT CLEANUP AND FINAL ACOEPTAfV E...........................–........................ 10 D-165 CONSTRUCTION SCHEDULE AND SEQUENUNG OF VVOR .........................:...... 10 0- 16 SAFETY RESTRICTION, _-..ORK NEAR �- GH VOLTAGE LINES ........................... 1 0-_1_7 BID QUANTITIES................................................ . ... .. . .. . . . . .. ........................... 11 I - 18 UTTIN OF CONCRETE........................__....................................I........................ 11 D- 19 PROJECT DESIGNATION SIGN. ....................................................... . ........ .. ......... 11 C3- 20 QMN CRETE SO EWAL K AND DRIVEWAY REP LACEMENT .................................... 1 D-1 MISCELLANEOUS PLAQEMENT OF MATERIAL ....................................................... 1 0- 22 CRUSHED LIMESTONE BACKFILL............................................................................ 1 0-23 2:27 CONCRETE ..................................–.................................... ., .. ,...................... 12 D- 24 TRENCH EXCAVATION, BACKFILL, AND COMPACTION................. ......... ............. 1 D-25 TRENC PAVEMENT PERMANENT REPAIR f E2- 9FOR UTILITY CATS ........... 14 Q- 26 SITE SPECIFIC TRENCH SAFETY SYSTEM (COVERS ALL PROJECTS................ 1 D- 27 SANITARY SENDER MANHOLES................... ......... ......... 1 D- 28 SAN ITARY SEWER SERVICES,,.....—. ..................................................................... 18 i D-29 REMOVAL, SALVAGE, AND ABAN.D LAMENT OF EXISTING FACILITIES ...............20 Q 30 DETECTABLE WAITING TAPES.................................... . .. .. .......1......................-.2 D- 31 PIPE CLEANING......................................................................................................... 22 D- 32 DISPOSAIL OF SPOI LIFILL MATERIAL ..... .................. . ...........___....................... 2 D-33 MECHANICS AND MATERIALMEN'S LIEN .... ..... ... ...... ................................. 2 D-34 SUBSTITUTIONS. ........................................................................................ ............2 D-35 PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER............23 D- 36 VAQUUM TESTI NG OF SANITARY SE ER MANHDLES...............................–.......26 13 37 BYPASS PUMPING..................................__............. . ........... 27 Q- 38 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER.......... 27 D-39 SAM PLE SAN QQUAL ITY CONTROL TESTING ........................................................ 29 D- 40 TE MPORA RY E ROS ION SED1ME T AN D I ATER POLLUTION CONTROL f FOR DISTURBED AREAS LESS THAN 1 ACRE ............................................................... 30 D- 41_ INGRESS AND EGRESSIOB TRUOTION OF ACCESS TO DRIVES........................ 31 [ - 42 PROTECTION OF TREES PLANTS AND SOIL.,........................................................ 31 D- 43 SITE RESTORATION. ................................................................................................ 3 D- 4444 CITE' OFFORT WORTH STANDARD PRODUCT LIST.............................................. 2 Q- 45 TOPSOIL. SQDD.I_N , SEEDING & HYDRONIULDHINO......................... ......,.,.. 32 D- 46 CONFINED SPACE ENTRY PROGRAM,.........__...... ....... ...... .....................- 37 Q- 47 SUBSTANTIAL COMPLETION INSPECTJONIFINA_L INSPECTION .............I............. 37 0- 48 EXCAVAT(ON NEAR TREES (WHERE iDENT IFfED ON THE PLAkS)...................... 38 D 49 CONCRETE ENCASEMENT OF SEWER PIPE........ ................................................ 38 r 11XVW sc-1 PART T D - SPECIAL CONDITIONS 0- 5o CLAY DAM ..................................................................................:...............................39 Q- 51 EXPLORATORY EXCAVATION (D-HOLD... . ... . ... . . . ............. . . . ..... ... .............39 D 52 INSTALLATION OF WATER FACILITIES,.......,............... ...................... ...............*... 39 52A P-01Yvinyl.Ohforlde (PVC) Wator Pipe...........................................................................39 52.E t Iocici s. ............................................. . ........... .. ....... .... . ..... . ..... . ....................89 52.3 Type of Casing Pip ....................................................................................................39 52.4 Tie-ins .......................................................................................................................,..40 52,5 Connggtion of ExIoUng Mains.......................................................................................40 52,6 Valve Cut-Ins. ........................................................................................ ...... ............................................ .,4.1 52,7 Wa1or Serv]ces................................. ......................................................... .............4.1 52,8 2-Inch Ternaorary service Lfne....................................................................................4 52,9 PurginQ and teril" lon of Water Llnes. ............................................... . ........... "",44 ,10 Work Near Pre ssijre Plane BoLindarles....................................................................... 44 52.11 Water Sarnala Station ................................................................................................. 44 52,12 Ductile Iron and Gray Iron Fittings.......................................•--•-.................................... 45 P---5-3 5PRINKLING FOR }UST CONTROL......................................................................... 45 D•• 54 DEWATERING.............................................. . . . ... . . . .... . ..................... ..... . .. .... 4 D-55 TRENCH EXCAVATION ON DEEP TRENCHES ..................... ............. ........ ..........45 D- 56 TREE PRUNIN . ......................................................................................................... 4 D-5757 TREE REMOVAL..................................•----................................................................., 46 D- 58TEST HOLES.............................................................................................................. 47 D- 59 PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION AND NOTIFICATION OF TEMPORARY WATER SERVICE INTERRUPTION DURING CONSTRUCTION..47 D- 60 TRAFFIC BUTTONS ........................... .. ...................... ........... . . .... ........... ... _..48 1. SANITARY SEWER SERVICE CLEANOUTS,............................................................. 48 D- 62 TEMPORARY PAVEMENT REPAIR ... . ... ................ .... . .......................... . . ...... .48 D- 63 CONSTRUCTION STAKES........... ...... ..... 48 D- 64 EASEMENTS AND-PERMIT .... .......................................... .. . . ........................... .49 D- 65 PRE-CONSTRUCTION I+IEIGHBOBHOOD MEETING............................ .........48 D-6 WASE RATES ................................................................................................I........1.50 D- 67 REMOVAL AND DISPOSAL OF ASBESTOS DEMENT PIPE..................................... 51 Dl68 STORM WATER POLLUTION PREVENTION {FOR DISTURBED AREAS GREATER THAN i .ACRE}................................... ------ 52 D-69 COORDINATION WITH THE CITY'S REPRESENTATIVE FOR OPERATIONS OF EXISTING WATER SYSTEMS ................................................................. ........ .... 63 D-TO ADDITIONAL S U BM I Tr A LS FOR CONTRACT AWARD................................................ 54 D-71 EARLY WARMING SYSTEM FOR CON TRUCTION..................................................... 54 D-72 AIR POLLUTION,! WATCH DAYS ....................................................................................55 D-73 FEE FOR STREET USE PERMITS AND RE-INSPECTION ........ ............................... 55 1 frAm SC- PART a - SPECIAL CONDITIONS - This Part D — Special Conditions is complimentary to Part C — General Conditlons and Part CJ — upplementary Conditions to Part O of the Contract. Anything contained in this Part D that is additive to any provision in Pari O — General Conditions and part G1 — Supplementary Conditions to Part C; of the Contract are to be read together. Any conflict hetween Part C — General Cori ditions and Part 01 -- Supplementary Conditions of the Cionlract and this Part D, Part D shall control. FOR: 2464 CIP PA VENFIENT RE,CONSTRUC'1tTION AND WATTR AND SALNITARY SEWER MAIN REYLACEMENT, CON'li'RAC7 23 UNIT 1: WATER PR .TFCT NO. P253-541200607170016783 rF 1. SENMR PRO-W1,CT NO. P258-5412007071700167$3 UNtT H: TIPNV FROJE,CT NO. C20ti-541200207400016783 DOE NO.4912 D-1 GENERAL The order or precedence ire case of conflicts or discrepancies between various parts of the Contract Documents subject to the ruling of the Engineer shell generally, but not necessarily, follow the guidelines listed below, I_ Pians . Contract Documents _ Special Canditians The following Special Conditions shall be applicable 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 ( ) years from date of final acceptance of this project by the City of Fort Wart.h and will be required to replayed at his expense any part or all of this project which becornes defective duce to these causes. Subject to mod rficatians as herein contained. the Fart Worth Wat8r Do pa rt men('s G eneraI Contract Documents and General S p4�oificaIions, with latest revisions, are made a part of the General Contract Documents for thls project The Plans. these Special Contract Documents and the hales, regulations, requirements, instructioris, drawings or details referred to by manufaclurers nerve. or idenlafication Include therein as specifying, referring or ImplyIng product control, performance, quallty, or other shall be binding upon the contractor. The specifications and drawings shall be considered cooperative; therefore, work or material celled for by one and not shown or mentioned in the other shall be accomplished or furnished in a faithful meaner as trough required by all, Any Contractor performing arxy work on Fort Worth water or sanitary sewer facilities must be pre- quallfied with ilia Water Department to perform such work In accordance w1th procedures described irr Ilia current Fort Worth Water Daparlmen( General Specifications, which general speolficailons shall govern performance of all such works. This contract and project, where applicable, may also be governed by the two following published specif€catioitis, except as modified by these Special Provislons: 1. STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY OF FORT WORTH . TANDARDPEC IFICATION FOR PUBLIC WORKS CONSTRUCTION - NORTH CENTRALTEXAS r 112ghrVp4 SCS-3 PITT D , SPECIAL CONDITIONS Any conflict between these contract documents and the above 2 publications shatl be resolved In favor of these contract documents. A copy of either of these specifications may be purchased at the office of the Transportation and Public Worcs Direclor, '1040 Throckmorton Street, 2nd Floor, Qbluniclpel Building, Fort Worth, Texas 76102. The specifications applicable to each pay item are indicated by the call-out for the pay Jtem lay the designer_ If not shown. then applicable published spectf feations in either of these documents may be followed at the d1scretton of the Contractor. General Provisions shall be those of the Forl Werth document rather than Division 1 of the North Central Texas document. Bidders shall not separate, detach Qr remove any portion, segment or sheets from the contract document at any time. Failure to kid or fully execute contract without retaining contract documents intact may be grounds for designating bids as "non-responsive" and rejecting bids or vol dIng contract as appropriate as determined by the City Engineer. INTERPRETATION AND PREPARAVON OF PROPOSAL. A, DELIVERY OF PROPOSAL. No proposal will be considered unless it Is ddivered, accoMpariied by its proper Birt Security, to the Purchasing Marrager or hls representative at the official Jncatior and staled time set forth in the "Notice to Bidders", It is the Bidder's sole responsibility to deliver the proposal at the proper lime to the proper place. The mere fact that a proposal was dispatched will not be considered. The Bidders must have the proposal actually delivered. Each proposa shad be In a sealed envelope plainly marked with the word "PROPOSAL", and the name or description of the projecl as designated in the "Notice to Bidders". The envelope shall be addressed to the Purchasing Manager, City of Fart Worth Purchasing DIvision, PO Box 17027, Fort Worth, 'texas 76102. B, WITHI)RAMNIG PROPOSALS. Proposals actually filed with the Purchasing Manager cannot be withdrawn prior to the lune set far opening proposals. A request for non-conslderation of i& proposal must be made In writing, addressed to the City Manager, and filed with him prior to the time set for the opening of proposals. After all proposals not requested for non-consideration arr opened and publicly read aioud, the proposals for which non-consideration requests have beer properly filed M@ , at the option of the Owner, be returned unopei)ed, C. TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal b� telegraphic communication at any time prior to the time set for opening proposals, provid8d such telegraphic communication is received by the Purchasing Manager prior to the said proposa opening time, and provided further, that the City Manager is satisfied that a written and dull authenticated confirmation of such telegraphic communicalion over the signature of the bidder was mailed prior to the proposal opening time. If such confirmation is not received within forty- eight (48) Fours after the proposal opening time, no further consideration will be given to the proposal. 0.2 COORDINATION MEETING For coordination purposes, weekly meetings at the job site may be required to maintain the project on the desired schedule. The contractor shall be present at all meetings. r fre9l -4 PAIN D - SPECIAL CONDITIONS D43 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAYS A. Deflnitions. 1, Certification of coverage. (" ertificate"). A copy of a certificate of insurance, a certificate of authority to self-insure Issued by the commisslon, or a coverage agreement (MCC-81, TW C-8 , TWC -83. or TV CC-84), showing statutory workers' compensatlon insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. . Duration of the project - includes the time from the beginning of the work on the project untll the contractor's1person's worm erl the project has been completed and accepted by the governmental entity, 3. Persons providing services on the project ('subcontractor" in §406.096)_ includes all persons or entities performing all or part of the services the contractor hes undertakers to perform on the project. regardless of whether that person con(racted directly wigs than contractor and regardless of whether that person has employees. This includes, without Ifmilation, independent contractors, subcontractoms, leasing companies, mater carriers, owner operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project, "Services" include, without limitation. providing, hauling, or delivering equipment c materiafs, o providing labor, transportation, or tither services related to a project, "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. B. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agrearnerits, which moots the stalutory requiremeWs of Texas Labor Cade, Section 401.011(4-4) or all employees of the ontraictor providing services on the project, for the duration of the project, C, The Contractor must provide a c:ertifleate of coverage to the governmental entity prior to being awarded the contract, D. If the coverage period obown on the contractor's curreni certificate of coverage ends during the duration of the project, the contractor must, prior to the end of the coverage period. file a new certificate of coverage with the governmental entity showing that coverage has been extended. F. The Contractor shall obtain from each person providing services on a projeol. and provide the governmental entity; 1, A certificate of coverage, prior to that person beginning work on the project, so the governmental entf y will have on file certificates of ooversge showing coverage for all persons providing services on the project; and i 2. No later than seven days after receipt by the contractors a new certificate of coverage Showing extension of coverage, If the coverage period shown on the current certificate of coverage onds during the duration of the project, F. The contractor shalt retain alt required certhficates of coverage for the duration of [lie project and for one year thereafter, f1129104 SC-5 PART D - SPECIAL CONDITIONS C. The contractor shall notify the governmental entity in writing by certified mail or personal delivery, within ter) (10) days after the contractor knew or should have knova),, of any change that materially affects the provision of coverage of any person providing services on the project. I•-I. The contractor shall post on each proiect site a notice, in the text, form and manner prescribed by the Texas Worker's Compensation Commission. informing ail persons providing services an the project that they are required to be covered, and stating haw a person may verify coverage and report lack of coverage_ 1. The contractor sha11 contractually req Ore each person with wham it contracts to provide services on a project, to: 1Provide covefager based on proper repoftirxg on classification canes and payroll arnounts and filing or any cnverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project, 2. Provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project: 3_ Provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage. if the coverage period shown on the current certificate of coverage unds daring the duration of the project; 4. Obtain from each other person with wham it contracts, and provide to the Colltractor, a.) A certificate of coverage, prier to the other person beginning work an the project; and b,) A now certficate of coverage showing extension of coverage, prior to the end of thi< coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project. 5_ Retain all required certificates of coverage on file for the duration of the project and for one year thereafter_ 6. Notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after thu person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the {project; and 7. Contractually require each person Wth whom it contracts, to perform as required b paragraphs (1)47), with the certificates of coverage to be provided to the person for whan- they are provlding services, 8. By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is representing to the governmental entity that all employees of the contractor whc will provide services on thin project will be covered by warkeCs compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classificatior codes and payroll amounts, and that all coverage agreernents will be filed with the appropriate; insurance carrier or, in the case of a self-insured, wilh the commission's Division of elf- x rrsrra - PART D - SPECIAL CONDITIONS Insurance regulation, Providing false or misleading informatlon may subject the contractor to administrative, criminal, civil penalties or other civil actlons. 9. The contractor's failure to comply with any of (hese provisions is a breach of contract by the contractor which entities the governmental entity to declare the contract void If the contractor does not remedy t#ie breach within ten days after receipt of notice of breach from the governmental entity, J. The contractor shalt post a notice on each project site informIng all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posling requirements imposed by the Texas Worker's Compensatlon Act or other Texas Worker's Compensation Commisslon miles. This notice must be printed with a titte in at lust 30 polnt bold type and taxi. in al least 'I9 paint normal type, and shall be in both Engtish and Spanish and any other language common to the worker papulation. The text for the notices shall be the following text, without any additional words or changes, "REQUIRED WORKER'S COMPENSATJON COVERAGE The law requires that each person working on this site or providing sefvlces related to this construction project must be covered by workers' compensation Insurance. This Includes persons providing. hauling, or delivering equipment or materials, or proviiding labor or transportation or other service refated to the project, regardless of the Identity of their employer or states as an ernployree." Call the Texas Worker's Compensation Commission at (612)440-3789 to receive Information on the legal requirement for coverage, to veffy whether your employer has provided the required coverage, or to report an employer's faikire to provide coverage". D- 4 COORDINATION WITH FONT WORTH WATER DEPARTMENT During the construction of this project, It will be necessary to deactivate. for a period of [into, existing lines. The Cori#Tactor shall be required to coordinate with the Water Department to detemiine the best times for deactivating and activating those Iines, D- S CROSSING OF EXISTING UTILITIES Where a proposed water line crosses over a sanitary sewer or sanitary sewer service line and/or proposed sewer line crosses over a water line and the clear vertical distance Is less than g feet barrel to Darrel, the sanitary sewer or sanitary sewer service Ilne shall be made watertight or be constructed of ductile iron pipe_ The Engineer shall determine the required longlh of replacement. The rnaterlal for sanitary sewer mains and sanitary sewer laterals shall be Class 51 Ductile Iron Pipe with polyethylene wrapping_ The material for sanitary sewer service lines shall be extra strength cast Iron sail pipe with polyethylene wrapping. Adapter fittings small he a urathane or neoprene coupiing ASTM C-425 wilh series 300 stainless steel compression straps. Backfill, fittings, tie-ins and all ether 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 The plans show the locatlons of all known surface and subsurface structures. However, the Owner assumes no responsibility tar failure to show any or all of these structures on the Plans, or to show 71/22M SC-7 i PART D - SPECIAL CONDITIONS there in their exact location. It is mutually agreed that such failure shall not be considered sufficient basis for claims for additional compensalion for extra work or for increasing the pay quantities in any manner whatsoever. The Contractor shall be responsible for verifying the locations of and protecting all existing utilities, service li PART D - SPECIAL. CONDITIONS DITIONS 0- 8 TRAFFIC CONTROL The contractor will be required to obtain a "Street Use Permit" prior to starting work. As part of the "Street Use Pernik" a traffic control plan is required. The oot ctor shall be responsible for providing traffic central durfng the construction of this project consistent ifh the provisions set forth in the "Latest Edilion Texas Manual an Uniform Traffic Control Devices for Streets and Highways" issued under the auftrlty of the "State of Texas Uniform Act Regulaling Traffic aal Highways." codified as Article 6701d Vernon's Civil Statutes, pertinent sections being S ection Nos, 27, 29, 30 and 31. A traffic control p laf1 sfraII be submitted for review to Mr. Charles R. Burkett Cil y Traffic Eft ineer at 817 871-8770 at the re-construction conference_ Although work will not begin unill the traffic control plan has been rsview d the Contractor's lime will be in in accordance with the time frame established in the notice to the Contractor. The Contractor will not remove any reguiatary sign, instructional sign, street name sign or other sign, which has been arvrected by the City, if it is determined that a sign must be realoved to permit required construction, the Contractor shah contact the Transportation and Public Works Department, Starts and Markings Dlvision, (Phone Number 871-7738) to remove the sign. In the casa of regulatory signs, the Contractor must replace the permanent sign with a temporary sign rneettng the roquire men#s of the above-referenced manual and such tomporary sign most be installed prior to the removal of the permanent sign, If the temporary sign is not installed correctly or if it does not meet the required specifications, the perrn3nenl slgn shall be left in place until the lemporary sign requirements are met, When construction work is completed to the extent that the permanent sign can be reinstalled, the Contractor shall again contact the Signs and Markin Division to reinstall the permarronl sign and shalt leave his temporary sign in Palace until such reinstallation is completed_ Work shall not be performed on certain locations(streets during ..peak traffic perlod5" as determination by the City Traffic Engineer and in accordance- with the applicable provision of than "City of Forl Worth Traffic Control Handbook for Construction anti Mal ntenao 00 Work Areas." The cost of the iraffic control is subsidiary work and the cost of same shall be included in the price bid for pipe complete in place as laid in the proposal, and no tither compensation will be allowed. 0- 9 DETOURS The contractor shall prosecute his work in such a manner as to create a minimum of Interruption to traffic and pedestrian facilities and to the flow of vehicular and pod eat risn traffic within the project area. D- 10 EXAMINATION OF SITE it shall be file responsibility of the prospective bidder to visit the project site and make such examinations and explorations as may be necessary to determine all conditions, which may affect construction of this project. Particular attentlon should be given to methods of providing ingress and egress to adjacent private and public properlies, procedures for protect,ing exIsting improvemerr#s and disposition of all materials to be removed. proper consideratlon should be given to these details during the preparation of the Proposal and all unusual conditions, which may give, rise to later corp#ingencles should be brought to the attention of the Owner prior to the submission of the Proposal. t'1rza4 S -9 PART T D - SPECIAL CONDITIONS D- 11 ZONING COMPLIANCE During the construction of this project, the Contractor shall comply with present zoning requirements of the City of Fort Worth in the use of vacant property for storage purposes. D� 12 WATER FOR CON S TRUC:'TION The Contractor at his own expense will furnish wator for construction. D- 13 WASTE MATERIAL All waste material shat[ become the property of the Contractor and small be disposed of by th, Contractor at locations approved by the Engineer. All material shall be disposed of in such a manner as to present a neat appearance and to not obstruct proper drainage or to cause injury to street improvements or to abutting property. D- 14 PROJECT CLEANUP AND FINAL ACCEPTANCE The Contractor shall be aware that be ing the project site in a neat and orderly condition is considers an integral part of the contracted work and as such shall be considered subsidiaU to The appropriate. bid ite,ins. C.'lean up work shall he dune as din-,cwd by the Balonei�r as the work progresses or as heeded. r in the opinion or the 11ngineor it is nee±essary, clean-up shall be dos><c on a daily basis, 0eap up wor shall include, hell not be Iinnited to: Sweeping the street clean of dirt or debris Storing excess niaterial in appropriate and organized rnanner * beeping trash of any kind off of residents' property If the Engineer does not feed that tbu jobsito has been kept in an orderly cond]Lion, on the next emimatc payment (and all subsequent paytncnts until completed) of the: appropriate bid item(s) will be reduc; by 25%. Final cleanup work shall be done for this project as soon as all construction has been Completed. N more than seven days shall elapse after completion of corisiruotion before the roadway, r{ght-of-way, or easerneni is cleaned up to the satisfaction of the Engineer. The Contractor shall make a final cleanup of all parts of the work before acceptance by the City of port Worth or its representative. Th. cleanup shall include removal of all objectionable rocks. pieces of asphalt or concrete and othm, coRstructlon materials, and in general preparing the site of the work In an orderly manner and appearance. The City of Fort Worth Department of Engineering shall give final acceptance of kh completed projeot work- D- 15 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK Prior to executing the Contract, 4 small be the responsibility of the Contractor to furnlsh a scheduiv outlining the anticipated time for each phase of construction with starting and completion dales, including suffioient time being al[owed for cleanup. The Contractor shall not cornmente wilh watt and/or sanitary sewer installation untll such time that the survey cut-sheets have been received froi.. the City inspector. x r scan -10 PART S` D - SPECIAL CONDITIONS D- 16 SAFETY RESTRICTIONS - WORD NEAR HIGH VOLTAGE LINES The following procedures will be followed regarding the subject item on this conirarl; 1. A4 warning sign not loss than five inrhos by seven inches. painted yellow with black letters that are legible at twelve feet shall be placed inside and outside vehicles stich as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus. The warning sign shall read as follows; "WARNING - UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES-" . Equipment Iha( may be operated within ken feet of high voltage lines shall have insulating cage-type of guard about the boom or arm, except back #goes or dippers, a insulator links on the lift hoots connections. 3, When necessary to work wilhin sic fee! of high voltage electric linos, notification shall be given the power company (ON O# E) who wN erecl ternporary mechanical barriers, de-energize the fines, or raise or lower the lines. The work done by the power company shall not be at the expense of the City of Fort Worth. The notifying department shall malntaln an accurate log of all such calls to ON ORE, and shall record action taken in each case. 4. The Contractor is required to maize arrangemorits with the ONCORE company for the temporary relocation or raising of high voltage lines at the Contractor's sole post and expense. 5. No person shall work within six feet of a high voltage lino without protection having been taken as eutIIned in Paragraph (3). D- 17 BID QUANTITIES Bid quantities of the various items in the proposal are for comparlson only and may riot reflect the actual quantiti8s_ There Is no limit to which a bid item can he increased or decreased_ onlractor shall not be entitled to renegotiation of unit prices regardless of the final measured quantilies. To the extent: that C44.3 conflicts with this provision, this provision controls_ No claim will be considered for lost or anticipated proflts biased upon differences Mn estimated quantities versus actual quantities. D- 18 CUTTIING OF CONCRETE When existing concrete is cut, such cuts shall be made with a concrete saw. All sawing small be subsidiary to the unit cost of the respeclive item. D- 19 PROJECT DESIGNATION SIGN Project signs are required at all locations. It shall be in acwrdance with the attached f=igure 30 (dated 9-18-96), The signs may be mounted on skids or posts. The Engineer shall approve the exact locations and methods of mounting. In addition to the 4' x 8' project signs, project signs shall be attached to barricades used where manhole rehabllftation or replacement Is being conducted. Signs 5usperided from barricading shall be placed in such a way that signs do not interfere with reflective paint or coloring on the barricades. Barricade suns snail be In accordance with Figure 30, except that 1hay shall be V-1)" by 7-0" in size. The information box shall have the fallowing Information. For Qtjoslions on this Project Calf: 1 1r29fV4 Sim-'I I PART D - SPECIAL CONDITIONS (817) 871-8306 ful-F 7:30 am to 4.30 p.m. or (817)871-8300 Nights and Weekends Any and all cost for the required rnaterlals, labor, and equipmeni necessary for the furnishing of Project Signs shall be considered as a subsidiary cost of the project and no additional compensation will be allowed. U 0- 20 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT At locations in the project where mains are required to be placed under exlstIng sidewalks mldl01 driveways, such sidewalks ,and/or driveways shall be --ompEetnly replaced for the full existing width, between existing construction or expansion joints with 3000 }psi concrete with reinforcing steel ars a sand cushion in accordance with City of Fort Worth Transpartatlon)Public Works Departmen Standard Specifications for Construction. Item 504. At locations where malas are required to be placed under existing curb and gutter, such curt ant gutter stall be replaced to match type and geometry of tete removed curb and gutter shall be Instaflec In accordance with City of Fart Worth Public Works Department Stannard Specification for Construction, Item 502. Payment for cutting, backfill, concrete, forming materials and all other associated appurtenances required, shall be Includes! in the square yard prim of the bid herr for concrete sidewalk or dhvewa� repair. D- 21 MISCELLANEOUS PLACEMENT or MATERIAL Matelot has been allocated under vardous bid Items in the Proposal to establish unit prices fo miscellaneous plarament of material. These materials shall be used only when directed by 1he Engineer, depending on field conditions. Payment iof miscellaneous placement of material will be made far only that amount of material used, measured to the nearest one-tenth unit. Payment ro miscellaneous placement of niaterial shall be in accordance with the General Contract Documents regardless of the actual amount used for the project_ D- 22 CRUSHED LIMESTONE BACKFILL Where specified on the plans or directed by the Engineer, Crvshed Limestone shell be used for trenct backfill on this project. The material shall conform to Public Works Standard pecJtJcations for Street and Storm Drain Consiruction Division 2 Item 208.2 - Materials and DIvision 2 Item 208.3 - Materials Sources. Trench backfill and compacfion shall meet the requirements of E2-2 Excavation anc' Backfill, Construction Speefications, General Contract Documents. Payment for crushed lifnestone backfill in place shall be made at the unid price bits in tha Propria, multiplied by the quantity of material used measured in accordance with E -2,16 Measurement o Backfill Materials, Construction Specificalians, and general Contract Documents. D- 23 2.27 CONCRETE Transportation and Public Works Department typical sections for Pavement and Trench Repair fo. Utility Cuts Figures 1 through 5 refer to using 2:27 Concrete as base repair. Since this call-out includes the word "concrete", the consistent interpretation of the Transportation and Public Work! Department is that This ratlo specifies Iwo ( ) sacks of cerrrenl per cubic yard of concrete. PART D - SPECIAL CONDITIONS 0. 24 TRENCH EXCAVATION, BACKFILL, AND COMPACTION Trench excavation and backfill under parlcing lots, driveways, gravel surfaced roads, within easements, and within existing or future R.0.W. shall be in accordance with Sections E1-2 Baekfill and E 2-2 Excavation and Backfill of the General C ontract Documents and Specifications except as specified herein, 1_ TRENCH EXCAVATION, In accordance with Seclion E2-2 Excavation and Backfill, if the stated maximum trench widths are exceeded, either through accident or atherwIse, and If the Engineer _ determines that the design loadings of the pipe will be exceeded, the Contractor will be regUlred to Support the pipe with an lruproved trench bottom. The expense of such remedial measures shall be ontirely the Contractor's own. All trenching operatlons shall be confined to the width of permanent rights-of-way, permanent easarnents, and any temporary construction easements_ All excavallon shall be in strict compliance with the Trench Safety Systems Special Conditlen of this document, 2. TRENCH BACKFILL, Trenchtas whlch lie outside of existing or futum pavement shall be backfilled above the top of the embedment material with Type "C" backfill material_ Excavated material used for Type "C" backfill must be rn ach a n ica 11y compacted unless the Contractor can furnish the Engineer with asatisfactary ovidenre That the P.I. of the excavated material is less than 8. Such evidence shall be a test report from an independent testing laboratory and mList include representative samples of soils in all involved areas, with a map showing the location and depth of the various test holes. If excavated material is obviously granular in nature, ccntaining little or no plastic material, the Engineer may waive the test report requirement, See E1-2.3. Type "C" or ,D" 13ackfl11, and E2-2.11 Trench Backfill for additional requlrcments, When Type "C" back-f]11 materlaI is not suitable. at the direction of the Engineer. Type "B" backfill material shall be used. In general, all backfill material for trenches in existing paved suets shall he in accordance with Figure A. Sand material specified in Figure A shall be obtained from an approved soUrce and shall consist of durable particles free of thin or elongated pieces, lumps of clay. soil. Ioarn or vegetable matter and shall meet the following gradation., Less than 10% passing the #200 sieve P_L = 1 0 or less Add iIIona lly, the crushed limestone embedment gradation specified in Section E1-3 Crushed Limes Icno for Embedment of the Genera I Contract DOC Uments and Specifications shell be rep lace d with the following= Sieve Size Flo Detained ill 0-10 +1/2" 40-75 318" 5-90 #af4 90-100 #8 95-100 All other provisions of this section shall remain the same. 3. TRENCH COMPACTION: All trench backfill shall be placed in lifts per E2-2:9 Backfill. Trenches which lie outsida ex1sting or fa_aWre pavements shall be compacted to a minimum of 90% Standard Proctor Density (A.BJ,K D698) by mechanical devices specifically designed for compaction or a combinalion of methods subject to approval by the Engineer. i If/29V4 -113 - PART D - SPECIAL CONDITIONS Trenches which lie under existing or future pavement shall be backfilled per figure A with 95% Standard Proctor Den sIty by mechanical devices specifically designed for compaction or a combiria lion of melhod6 subject to appfova I by the Engincar, Backfill mated a] to be comps cled as described above must be within +4114 of its optimum moisture content. The top two (2) feel of sewer IIne trenches and the top eighteen (118) Inches of water IIne may be railed to wl(h heavy equipment #Ires, provided It is placed In lifts appropriate to the material being used and the operatlon carr be performed without damage to the installed pipe. The C Ity, at Its own expense, will perform Iran ch corn pact ion tests per A.S.T.M. standards on all trench backfill. Any retesting required as a resuft of tailure to compact the backfili material to meet thi standards will be at the expense of the Contractor and Will be billed at the commercial rates as determined by the City. These sail der+sity tests shall be performed at two (2) foot vartical Intervals begfnning at a level two (2) feat above the top of the installed pipe and continuing to the top of the completed backfill at intervals along the trench not to exceed 300 linear feet. The Contractor will be responsible for providing access and trench safety system to the level of trench backfill to be tested. No extra compensation will bo allowed for exposing the backfill layer to be tested or providing trench safety system for tests conducted by the City. 4_ M EAS UREMENT AND PAYMENT: All material, with the exception of Type "f3" backfill, and tabor casts of excavation and backfill will be included in the price bid per linear foot of water and sower pipe. Typ8 "Bk back filI shall be paid for at a pre-bid unit price of $15.00 per cubic yard. 0- 25 TRENCH PAVEMENT (PERMANENT) REPAIR (E2-19) FOR UTILkTY CUTS The unit price bid under the appropriate bid Item of the proposal shall cover all cost for providing pauemeni repair equal to or superior in composition, thickness, etc_, to existing pavement as detalw in the Public Works Department typical sections for Pavement and Trench Repair for Utility Cull Figures 2000-1 through 2000-3- The results of the street cores that were conducted on the prejeot streets, to determine HMAC depth on existing sfraeta, are provided in these specifications and contract documents. All required paving cuts shall be macre with a concrete saw in a true and straight line on both sides c the trench. a rninimum of twelve (1 2) inches outside the trench walls. The trench shall bn backfiile.. and the top nine (9) inches shall be filled with required materials as shown on paving details, compacted and level with the finished street surface_ This finished grade shall be maintained in serviceable condition until the paving has been replaced. Alf residential driveways small be accessibl at night and over weekends. It has been determined by the Transportation and Public Works Department that the strip of exl8liln HMAC pavement between the existing gutter and the edge of the trench pavement repair will not hold up if such strip of existing pavement Is two (2) feet or less in width. Therefore, at the locations in the project where the trench wall is three (8) fent or less from the lip of the existing gutter, the Contractor shall be required to remove the existing paving to such gutter. Thies pavement repair shall Ilien be made from a minimum distance of twelve (1 2) inches outside the trenc wall nearest the center of the street to the gutter Fine. The pavement shall be replaced within a maximum of five (5) working days. providing job placemer conditions will perniit repaving. If paving conditions are not suitable for repaving. in the opinion of the Owner, the repaving shall be done at the earnest possible date 11129104 C-14 FART D - SPECIAL CONDITIONS A permit must be obtained from the Department of Engineering Donstnaction Services Section by the Contractor in conformance with Ordinance No. 3449 anWor Ordinance No. 792 to make utility cuts In the street. The Department of Engineering will inspect thea paving repair after corastructlon. This permit requirement may be waived if work is being done under a Performance Bond and inspected by the Department of Engineering. D- 26 SITE SPECIFIC TRENCH SAFETY SYSTEM (COVERS ALL PROJECTS) - A. GENERAL, This specification covers the trench safety requirements for all trench excavations exceeding depth of five (5) fe4at In order to protect workers from cave-irks. The requirements of ibis item govern all trenches for mains, manholes, ►vaults, service limes, and all ether appurtenances. The design for the trench safety shall be signed and sealed by a Registered Professional Englneer licensed in Texas, The trench safety plan shall be specific for each water andfor sanitary sower Iine included in the project. B_ STANDARDS. The latest version of the U.S. Department of Labor, Occupational Safety and Health Administration Ste ndards, 29 C FIR Part 1926, Sub-Part P- Excavalicns. arcs hereby made a part of this spec If1catian and shall be the minirnum governing requirements for trench safety. D, DEFINITIONS- 1. TRENCHES HES - A trench is referred to as a narrow excavation made below the surface of the ground in which the depth is greater than the width, where the width measured at the bottom is not greater than fifteen (15) feet_ 2. BENCHING SYSTEM - Beaching means excavating the sides of a Trench to farm one or a series of ho6zoMal level or steps, usually with vertical or near-vertical surfaces between levels, . SLOPING SYSTEM - Sloping means excavating to form sides of a trench that are inclined 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 tc w0sland the forces imposed on it by a cage-Ira and protect workers within the structure. Shietds can be permanent structures or can be designed to be portable and move along as the work progresses. Shields can be either pre-manufactured or job-built in accordance with OSHA standards. 5. SHORING SYSTEM - Shoring means a structure such as a3 metal hydraullo, mechanical or timber system that supports the sides of a trench and which is designed to prevent cave-ins. Shoring systems are generally comprised of crass-braces, vertical ralls, (uprights), horizontal rails (wales) and/or sheeting. D. MEASUREMENT - Trench depth is the vartical measurement from the top of the existing ground la the bottom of embedment or bottom of excavation. The quantity of trench safety systems shall be fused on the linear foot amount of trench depth greater than five (5) feet. E. PAYMENT - Payment shall be full compeosation for safety system design. labor, [not$. materials, eguipmenl and Incidentals necossary for the Installation and removal of trench safety systems. PAIN D - SPECIAL CONDITIONS DR 27 SANITARY SEWER MANHOLES A. GENERAL: The installation, replaoernerit, aridlor rehabilitation of sanitary sewer manholes will be required as shown on the plans. andlor as described in These Special Contracl Documents it addition to those located in the field and identified by the Engineer. All manholes shall be it accordance with sections EI-14 Materlals for Sanllsfy Sewer Manholes, Value Vaults, Etc., and E2-14 Vaud and Manhole Construction of the General Contract Documents and Speofficatlans unless amended or superseded by requirements of this Special Condition. For new sewer lire Installations, the Contractor shall temporally plug all Ilnes at every open manhole under construction in order to keep debris out of the dry sewer llnes_ The plugs shall not be rerocvec' until tho applicable manhole complete with cons saction has been constructed and the Ild installs( to keep out debris as a result of additional constru❑tion. 1, CONCRETE COLLARS. Concrete collars will be required on all manholes specified as pe Figure 121. 2. WATERTIGHT MANHOLE INSERTS, Watertight gasket manhole Inserts shall be installed it all sanitary sewer manholes. Inserts shall be constructed in accordance with Fort Worth l ate, Department Stan lard E100-4 and shall be fitted and insIalled according to the manufacturer's recom mendalions. Stainless Steel manhole inserts shall be required for all pipe diameters 19' and greater. 3. LIFT HOLES- All lift holes shall be plugged with a pre-cast concrete plug. The 11" hole shal be sealed on the outside of the manhole with Ram-Nek or an approved equal sealant_ The lif hole shall be sealed on the inside of the manhole with quick setting cement gout_ 4. FINAL RIM ELEVATIONS: Manhole rims in parkways, lawns and other Improved lands shal be at ars elevatlon not more lhan one (1) not less than one-half (11 2) inch above the surrounding ground. backfill shall provide a uniform slope from the top of manhole casting for not less than three (3) feat each dlrec,tion to existing finish grade of the ground_ The grade o all surfaces shall be checked for proper side and grade by string lining the entire ares regarded near the manhole. Manholes in open fields, unimproved land, or drainage courses shall be at ars elevatlon she r. on the drawings or minimum of 6 inches above grade, 5, MANHOLE COVERS: All lids shall have pick slots in Ilcu of pick holes. Manhole frames anc covers shall be McKinley, Type N, with indented top design, or equal, with pick slots. Covers sha11 set flush with the rir„ of the frame and shall have no larger than 1/8-inch gap be(we en thr frame and cover. Bearing surfaces shall be machine finished. Looking manhole lids am frames will be restricted to locations within the 100-year floodplain and areas specifically designated on the plans. Certain lead Ductile Iron Manhole Lids and Frames are acceptable, for use where looking lids are specified. 6. SHALLOW CONE MANHOLES: Shallow manhole construction will be used when manhole depth Is tour (4) feet or leas. All shallow cone manholes shall be buiil in accordance wilt Figure 105. All shallow cane manholes shall have a cast iron lid and frame with pick slots. NOTE: MANHOLES PER FIGURE 1 Q6 WILL NOT BE ALLOWED. 7. MANHOLE STEPS: leo manhole steps are to be installed on any sanitary sewer manhole. rr n?04 -16 PAIN D - SPECIAL CONDITIONS 8, UT S UR FACE COATING: Exterior surfaces of all in2nholes shall be coated with two mop coats of coal tar epoxy, Koppers "Bitumasdc Super Service Black" Tnemec "46-450 Heavy Tnernecol," or equal to, a rninlmurn or 14 mils dry film thickness. 9. MANHOLE JOINT S EAU NG All interior andfor exterior joints c concrete manhole sections constructed for the CIty of f=ort Worth Water Department, excluding only the joints using a trapped type performed Gyring rubber gasket shall require Brtumastic Joint sealants as per Figure M. This sealant shall be preformed and troweiable Bitumastic as manufactured by lent-Seal, Ram-Nat, E-Z Stick, or equal. The joint sealer shall be supplied in either extruded pipe form or suitable cross-sectional area or flat-tape and serail be sized as recommended by the manufacturer and approved by the Englneer. The joint sealer shall be protected by a suitable removable wrapper and shall not in any way depend on 0XIdation, evaporation, or any other cheinical action for either its adhesive properties or cohesive strength. The Joint sealer shall remain totally flexible w1thoul shrinking, hardening, or oxidizing regardless of the length of lime it is exposed to the elements_ The manufacturer shall furnish an affidavit attesting to the successful use of the product as a pre-formed flexible joint sealant on concrete pipe and manhole sections for a period of at least five years, 13. EXECUTION. 1. INSTALLATION OF JOINT SEALANT. Each grade adjustment ring and manhole frame shall be saaled with the above-specifled materials. All surfaces to be In contact whirr the Joint sealant shall be thoroughly cleaned of dirt, sand, mud, or other foreign matter_ The manufacturer shall apply a primer to all surfaces prior to installing the jQlnt sealant in accordance with the recommandallons_ The pratective wrapper shall remain on the joint seaiant until immediately prior to the placement of the pipe in the Irench. After removal of the protective wrapper, the Joint sezlant shall be kept clean. Install frames and caval over manhole opening with the bottom of the rings resting on Biturnastic joint sealer. Frames and grade rings shall rest on two ( ) rows (inside and outside) of Bitumastic joint sealer. 2. SEALING AND/OR ADJUSTING EMSTING MANHOLES, Excavate (rectangular full depth saw cut ii• In pavenient) adjacent to the manhole to expose the entire manhole frame and a minimum of 6 Inches of the manhole wall keeping the sides of the trench nearly vertical. Remove manhole tame from the manhole structure and observe the condition of the frame and grade rfngs. Any frame or grade ring that is not suitable for use as determined by the Engineer shall be replaced. Grade rings that are constructed of brick, Mack materials other than pre-cast concrete rings, or where necessary and approved by the Engineer, shall be replaced ill) a pre-cast fiattep season, fire-cast concrete rings. or a pre-cast concrete flattop i section will be the only adjustments allowed. lr} 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 unsound, notify the Engineer prior to replacement of the grade rings and manhole frame. Existing brickwork, if damaged by the Contractor, shah be replaced at the Contractor's expense. I WON T t1-17 — — — — PART D - SPECIAL CONDITIONS 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 insid8 diameter of the manhole is too large to safely support new adjustment rings or frames, a flat top section shall be installed_ Joint surfaces between the frames, adjustment rings, and cone section shall be free of dirt, stones, debris and voids to ensure a watertight seal. Place flexible gasket joint material along the inside and outside edge of each joint, or use tro elable material in lieu of pre-former gasket material_ Position the butt joint of each length of joint material on apposite sides of the, manhole. No steel shirns, wood, stories, or any material not speciflcally accepted by the ENIneer may be used to obtain final surface elevation of the manhole frame. In paved areas or future paved a.reasi castings shall be installed by using a straight edge not leis than ten (10) feet long so that the fop of the casting will conform to the slope and finisf elevation of the paved surface_ The top of the costing shall be 118 inch below (lie finishe" elevation. Allowances for the compraassion of the joint material shall be made to assure a proper final grade elevation. 3_ EXPOSED EXTERIOR SURFACES: All exposed exterior surfaces shall be coated with (wo mop coats of coal lar epoxy. Kopper "llitum astir Super Service Black% Tnemec "46-450 Heavy Tnemecol", or equal, to a minimum of 14 mils dry film thickness- 4. The ex#edor surface of all pre-cast section joints shall be thoroughly cleaned with a vvlre brush and them waterproofed with a 112-inch thick coat of trowelable bitumaastic joint sealant from & inches Below to 6-inches above the joint_ The coated joint shall then be wrapped with E3 mi plastic to protect the sealant from damage during backfilVng. C. MEASUREMENT AND PAYMENT The price bid for new manhole installations shall include al labor, equipment, and materials necessary for construction of the manhole Including, but not limited to, Joint sealing, lift hole sealing and exterior surface coating_ Payment shall not include pavernent replacement. which If required, shall be paid separately. The price bid for reconstruction of existing manholes shall include all labof equipment a nc, materlals necessary for construction of new manhole, irkcluding, but not limited to, excavation backfill, disposal of materials, Joint sealing, lift hole 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. equipmem and materials necessary for adjusting and/or sealing the manhole, including but not limited to, joint sealing, 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, replacament, or new sonftaary sewer service shall be requires as shown on the plans, andior as described in these Special Contact Documents in addition to those located in the field and identified by the Engineer as active sewer taps. The service connections shall PART 0 - SPECIAL CONDITIONS be constructed by the Contraotor utilizing standard factory manufactured tees. City approved factory manufactured saddle taps may be used, but only as directed by [lie Engineer. The decision to use saddle taps as opposed to tees shall be made on a case-by-case basis. The Conlractor shall be responsible for coordinating the scheduling of topping crews with building owners and the Engineer in order that the work be performed in an expeditious rrianrier. A minimum of 24 hours advance notice shall be given when taps will be required. Severed service connections spoil be maintained as specified in section fii-6.15. 0, SEWED SERVICE RECONNECTION: When sewer service reconnection is called for the ontfactor shall vertically adjust the existing sewer service line as required for reconnection and furnish a new tap. The fittingr used for vertical adjustment shall consist of a maximum bead of 45 degrees. The lap shell be located so as to line Grp with the service line and avoid any horizontal adjustment. For open out applications, all sanitary sewer service lines shail be replaced to the property or easement line, or as directed by the Engineer. Sanitary sewer services on sewers being rehabilitated using pipe enlargement methods shall be replaced to the property or easement tins or as directed by the Engineer. Procedures listed below for Sewer Service Replacement shall be adhered to for the installation of any sewer service line including the incidental four (4) feet of service line which is included in the price bid for Sanitary Sewer Taps. Payment for work such as backfill, saddles, tees, fittings incidental four (4) feet of service line and all other associated appurtenances required shall be included in the prilue bid for Sanitary Sewer Taps. E. SEWER SERVICE REPLACEMENT: All building sewer services encountered during construction shall be adjusted and/or replaced by the Contractor as directed by the Engineer as required for the connection of tine sewer service line. If the server service line fs in such condition or adjustment necessitates the replacement of the sewer service tine. all work shall be performed by a licensed plumber_ The Engineer shall determine the length of the replacement_ All sewer services shall be installed at a minimurn of two (2) percent dope or as approved by the Engineer. For situations involving sewer service re-routing, whether on public or private property, the City shall provide line and grade for the sewer service lines as shown on the project plaits. Prior to installing the applicable sewer main or lateral and the necessary service lines, the Contractor shall verify (by de- holing at the buildlntg clean-out) the elevations (shown on the plans) at the building clean-out and compare the data with the elevation at the proposed connection poirit on the sewer main, in order to ensure that ft. two (2) percent minimum slope (or as specified by the Engineer) requirement is satisfied. Elevations shall also be verified at all bend locations on the seNice re-route. All applicable sewer mains, laterals and affected service lines that are installed without pre- construction de-holing at ille affected residences (to verify design elevations) shall be removed and replaced as necessary at theContractor's expense in the event grade conflicts are brought to light affer de-holing is conducted_ All elevation information obtained by the Contractor shall be submitted to the Inspector. The Engineer shall be inimediately nolified in the event that the two (2) percent rm{nJmum slope Is not satisfied. If the Contractor determines that a different alignment for the re-route is more beneficial than shown an the pians, fire Conlractor shall obtain and submit alJ relevant elevation informallon for the new alignment to the Inspector and shall be responsible for ensuring that the two (2) percent minimum grade (or as approved by the Englnear) Is satisfied_ Prior to backfilling, the Contractor shall double check the grade of the installed service line and submit signed documentation verifying that the line has been instalied as designed to the Engineer. The Contractor, at its sole expense, shall be required to uncover any sewer service for which no grade verification has been subrmiited_ All re-routes that are not installed as designed or fall to rneet the City cote shall be reinstalled at the Contractor's expense. The Contractor shall ensure that the service lute is backfilled and compacted In accordance with the City Plumbing Code. Connection to the existing sewer service line shall be made with appropriate adapter PART T D - SPECIAL CONDITIONS fittinj)s. The fitting shall be a urethane or noinprene coupling A. ,T.M. C-425 with serine 30Q stainless steel compression straps_ The Contractor shall remove the existing clear',-out and plug the abandoned sewer service line. The contractor shall utilize schedule 40 PVC for all sanitary sewer service re-routes or relocations located on private property. Furthermore, the contractor shell utilize the services of a llcen;sed plumber for all service line work on private property. Permits) must be obtaine6 from the City of Forl Worth Development Department for all service Ilne w0A on private property and all work related to the service line muss be approved by s City of Fort Worih Plumbing Inspector. A copy of the plumbing permit shall be provided to the Engineer prlar to beginning work an the sanitary sewer service re-route and proof of final accoptance by the Plumbing Inspector shall be provided to the Engineer upon completion of the sanitary sewer reroute. Payment for work and materiels such as backfill, removal of existing clean-oulc, plugging the abandoned sewer service line, doable checking the grade of the installed service liras, pipe fittings, surface restoration on private properly (to match existing), and all other sassoclated work for service replacements in excess of four (4) linear feet shall be Included in the linear foot price bid for sanllary sewer service Ilne replacement on private properly or public right of way. Payment for all work and material involving the "tap" shall be included in the price bid for sanitary sewer service tops, D. 29 REMOVAL, SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES Any removal, salvaging and/or abandonment of existing far,111 les will necessarily be required as shown on (he plans, and/or described in these Special Contract Documents In addition to those located in the field and identifEed by the Engineer. This work shall be bone in accordance wlth Section F-2-1,5 Salvaging of Material and E2-2.7 Removing Pipe. of the General Contract Docurnents and Specifications, unless 2amended or superseded by requirements of this Special Condllion_ A. SALVAGE OF EXISTING WATER METER AND NtiEI`ER BOK Existing water motor and meter box shall be removed and returned to the Waller Department warehouse by the Contractor lr, accordance with Section E2-1.5 Satvaging of Mated als. B SALVAGE OF EXISTING WATER METER AND CONCRETE VAULT LID: Existing water meter and concrete vault lid shall be removed and returned to the Water Department warehouse by the Contractor in accordance wllh Section E2-11.5 Salvaging of Materials_ The concrete vault shall be demolished in place to a point not less than 18 lnche5 below final grade. The concrete vault shal there be backfilled and compacted In acoordance with backfill method as specified in Section 1172-2-9 BacUil, FlackfFli material shall be suitable excavated materlal approved by the Engineer Surface restoration shall be compalible with existing surrounding surface and grade. C. SALVAGE= OF EXISTING FIRE HYDRANTS: Existing f?re hydrants shall be removed and returned to the Water Department warehouse by the Costraclor in accordance with Sectian E2-1.E SaWging of MaWaJs_ The void shall be backfilled and compacted in accordance with backft method as specified in Section E2-2.9 B ackfili_ Backfill material shall be suitable excavated material approved by the Engineer- Surface restoration shall be cornpa llbfe with a islin surrounding surface and grade, D. SALVAGE OF EXISTING GATE VALVE: Existing gate valve and valve box and lid shall bt removed and returned to the Water Department warehouse by the Contractor in accordanoe witl. Section 1172-11.5 Salvaging of Materials. The void area caused by the valve removal shall be gra SG-20 PART`/" D - SPECIAL CONDITIONS backfilled and compacted in accordance with backlill method as specified In Section E2-2.9 Baeklill, l3ackfEll material shall be suitable excavated materiel approver/ by the Engineer. Surface restaratlon shall be compatible wlth existing surrounding surface and grade, ff the valve is in a concrete vaulI., the vault shall be demolished Ira place to a paint no less than 18" below final grade, E. ABANDONMENT OF EXISTING GATE VALVE: Existing gate valve and box Ild small be abandoned by first closing the valve to the fully closed post#ion and demolishing the valve box In place to a polnt not less than 18 inches below final grade. Concrete shall then be used as backfill material to match existing grade. F. ABANDONMENT OF EXISTING VAULTS. faults to be demolished In place shall have lop slat} and lid removed and vault walls dernolished to a point nol lass Than 18" below final grade. The void area caused shall then be backfilled and compacted in accordance with backfIR tretllod as specified in Section E2-2-9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compalible with the existing surrounding grade. . ABANDONMENT OF MANHOLES: Manholes to be abandoned in place shall have all pipes entering Or exiting the structUre plugged with lean concrete. Manhole top or conn section shall be removed to the lop of the full barrel diameter section, oa' to point not less than 18 inches below final grade. The structure shall then be backfilled and compacted In accordance with backfill method as specified in Section E2-2-9 backFJFI. Backfill material may be either clean washed sand of clean, sultabie excavated material approved by the Engineer- Surface restoration shall he compalible with surrounding aservlce surface. Payment for work involved in backfilling, plugging of pipe(s) and all other appurtenances required, shall be tricluded in the appropriate bid iters - Abandon Existing Sewer Manhole, H. REMOVAL OF MANHOLES: Manholes to be removed shall have all pipes entering or exiting the structure disconnected. The complete manhole. including top or cane section, ail full barrel r diameter section, and base section shall be removed_ The excavation shall than be backfilled and compacted in accaardance 'with} backfill method as specified in Sectlon E2-2.9 Backfill. Backfill material may be wJth Type C Backfill or Type B Backfill, as approved by the E=ngineer. Surface restoration shall be compatible with surrounding surface, I. CUTTING AND PLUGGING EXISTING MAINS. At various locations on this project, it may be required to out. plug. and black existing water mains{services or sanitary sewer maainsiservices in order to abandon these lines. Ou#tinq and plugging existJng mains and/or services shall be considered as incidental and all costs incurred wiiJI be considered to be included in the linear foot bid p4ce of the pipe, unless separate trenching is required. 1 REMOVAL OF EXISTING PIPE: Where removal of the existing pipe Is required, it shall be the Contractor's responsJbility to properly dispose of all removed pipe. All removed valves, fire hydrants and meter voxes shall be delivered to Water Department Field Operation, Storage Yard, C. PAYMENT-. Payment for all work and material involved in salvaging, abandoning and/or removing existing facifitles shall he included in 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 larger, i and sanitaary severer manhol". regardless of location. 1112P/0e: SC-21 PFT D - SPECIAL CONDITIONS Payment will be made for salvaging, abandoning and/or removing all other existing facilities wher said facility Is not being replaced in the same trench (Le„ when removal requires a separate trench). L_ ABANDONMENT OF EXISTING SEWED t,_ NE - Where plans call for abandonment of existing sewer mains after the construction of a now sewer main, the Contractor shall be responsible for TV inspectlon of 100% of the existing sewer main to be abandoned to make a Final determinatlor that all existing service connections have been relocaled to the new main. Dace thi", determination has been made, the ex,10ing main will be abandoned as indicated above in Item I. D- 30 DETECTABLE WARNING TAPES Detectable underground utility wanting 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 shal be "Cletett Tape" manufactured by Allen Systems, Inc. or approved equal, and shall consist of a minimurn thickness 0.35 mils solid aluminum foil encased in a protective inert plastic jacket that is impervious to all known alkalis, adds, chernicsl reagents and solvents found in the soil. The minimurr overall thickness of the tape shall be 5.5 mils, and the wJdlh shall not be less than two inches with a minimum unit weight of % pound 511 inch1100'_ The tape shall be color coded and imprinted wilih the message as follows, Dt pie of Ufflity Color Code Legends Water Safety Blare Cautionl Berried Water Line Below Sewer Satety Green Caution! Burled Sewer Line Below Installation of detectable tapes shall be per manufacturer's recommendations and shall be as close to the grade as is practical for opt]murn pmtectlnn and detectability. Allow a minil rnum of 18 inches between (fie tape and tine pipe. Payment for work such as backfill, budding, blocking, detectable tapes, and all other associated appurtenances required shall be included in the unit price bid for the appropriate bid itam(s). D- 31 PIPE CLEANING ,points shall be wiped and then Inspected for proper installation by the inspectors, Each Joint shall be swept daily and kept clean during installalion. A temporary night plug shall be installed on all expasef pipe ends during any paricd of work stoppage, 0- 32 DISPOSAL OF SPOILlFiLL MATERIAL Prior to the disposing of any spoli fill material, the Gorrtractor shall adv€se the Director of Engineering Department, acting as the City of Fort Worth's Flood Plain Administrator ("Administrator'), of the location of all sites where the Conlrackor intends to dispose of such material_ Contractor shall na. dispose of such material until the proposed sites have been determined by the AdminlisIrstor to meek the requirements of the Flood Plain Ordinances of the City of Fort Worth (Ordinance No. 10056). All disposal sites must be approved by the Administrator to ensure that filling is not occurring wiihin floodplain without a permit. A floodplain permit can be issued upon approval of necessary Enginearirir studies. No fill permit Is rrequIred if disposal sites are nal in a floodpl2ain. Approval of the Contractor's disposal sates shall be evidenced by a letter signed by the dminisirator stating that the site is not In as known flood plain or by a Flood Blain Fill Permit authorizing fill within the flood plain. Any expenseti associated with obtaining the fill permit, including any necessary Engineering studies, shall be at the 0 rr2araSC-22 DART D - SPECIAL CONDITIONS Contractor's expense. In the even# that the Contractor disposes of spoillf ll material at a site without a fill permit ora letter from the admrnirtrator approving the disposal site, upon notification by the Director of Engineering Department, Contractor shall remove the spoillfitl material at its expense and dispose of such materials in accordance with the Ordinances of the City and this section. D- 33 MECHANICS AND NIATERIAl.MEN'S LIEN The Contractor shall be required to execute a release of mechanics and material men's liens upon receipt of payment. D. 34 SUBSTITUTIONS The specifications for materials set out the minimurn standard of quality, Which 1hia Qty belfeves necessary to procure a sallsfactory project, No substitutions will be permitted until the Contractor has received written permission of the Engineer to make a substitution for the material. which has been specified. Where the term "or equal", or "or approved equal" is used, it is understood that if a material, product, or piece of equipment bearing the name so used is furnished, it will he approvable, as the particular trade name was used for the purpose of establishing a standard of gUallty acceptable to the City. If a product of any other name is proposed for use, the Engineer's approvai thereof must be obtained before the Centro#or pros Qres the proposed Substit We. Where the term "or equal", or "or approved equal" is not used in the specifications, this does not necrassarily exclude alternallve Items or material or equipment which may accomplish the intended purpose. However, the Contractor shall have the full responsibility of proving that the proposed substitufaon is, in fact, equal. and the Englneer, as the representative of the City, shall be the sole judge of the acceptability of substitutions- The provisions of this sub-section as reinted to '5Ubsti€ulions" shall be applicable to all sections of these speoii`IcaiE r o- .S A.' A dc� � U•� ���,r� t�w, a{- � o n per D- 3S PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER De 3e a rid Re PAYMENT OF CLEANING AND PRE-CONSTRUCTION TELEVISION 'rT INSPECTION OF SANITARY SEWERS: 1e The cost for Pre-Construction Cleaning and Television Inspection of sanitary sewers shall be subsidiga to the installation of new sanitM sewer pipe, no separate P". The Contractor shall provide the Engineer with tapes of a quality that the particular piece of ie ail sewer can be readily evaluated as to existing sewer conditions and for providing of appropriate means for review of the tapes by the Engineer including collection and d removal, transportation and disposal of sand and debris from the sewers to a legal dump W site. oe ncFse reel. Hydraulically Propelled Equipment shall be of a movable dam typ nd be constructed in such a way that a portion: of the dam may be collapsed of any time during a cleaning operation to protect against flooding of the sewer. The movable dam shall be equal lr diameter around the anter periphery to ensure removal of grease. If sewer cleaning balls or oIher equipment, which cannot be collapsed, is usied, speoial precautions to prevent flooding of the sewers and public SC-23 PART D - SPECIAL CONDITIONS r pri,ate property shall be takan.. The flaw of sewage present ire the sewer lines shall b. ut ' d to provide necessary fluid for hydraulic cleaning devices whenever possible. 2. FL\1NGPRO1PROCEDURES: The des(gna#ed sewer nianholes shall be cleaned using h1911- velocity lgr veluipment. The equipment shall he capable of removing dirt. grease, rocks. sand, anterials acrd obstructions from the sewer lines and manholes. If cleaning of an entcannot be successfully performed from one manhole, the equipment shall be sv up r manhole and cleaning again attempted. If, again, successful cleaning carinal he equlpmant fails to traverse the entire manhole section. it will be assumed that a ks a exists, and the cleaning effort shall be abandoned. When addition quantities of wateir from fire hydfants are necessary to avoid delay ire normal working procedures, the we r shell be canserved and nvt used Lin necessarlly. No fire hydrant shell be obstructed in case of fire in the area served by the hydrant. Before using any water from th City Water Distribution ystem, the Contractor shall apply for and receive permission from th. Water Department, T Contractor shall be responslbie for the water meter and related charges for the setup, ii luding the water usage bill. All expenses shail be considere inoldental to clearing. 3. DEBRIS REMOVAL AND DIS SAL; All sludge, dirt, send, rock, grease, and other solid r- serrtisolid material resutling fro the ckmninq operation shall be ramoved at the downstrear manhole of the section being cle ned_ Passing material from manhole section to manhole section. which could cause line St pages. accumulations of sand in wet wells. or darnagp, pumping equipment, shall not be per itted_ 4. All solids or semisolid resulting from the cleaning operations shall be removed from the s[te and disposed of at a site designated by t Engineer. All materials shall be removed from th. site no less afton then al the and of each Fkday and disposed of at no additional cost to thy. City. 5. UNDER NO CIRCUMSTANCE SHALL SEWA OR SOLIDS REMOVED THEREF=ROM 113I DUMPED ONTO STReETS OR INTO DIT FI \. CATCH BASINS. STORM DRAINS OR SANITARY SEVVER MANHOLES. 6. TELEVISION INSPECTION EOUPMENT: The televisia carnera used for the inspection shall be one specifically designed and constructed for such Inspe ion- Lighling far the camera sha" be suitable to allow a clear picture of the entire periphery o e pipe. The camera shall b. operative in 100% humidity conditions. The carnera, television rn itor, and other components of the video system shall be capable of producing picture quality the satisfaction of the Engineer; and if unsat[sfactofy, equipment shall be removed and no p -meat will be mads fc an unsatii factory inspection. B. 1<}CEUTIO 1. TELEVISION TN§PECV0N: The camera shall be moved through the line in either direction of a moderate rate, piling when necessary to permit proper docurr entation of aDy sewe service taps_ In no c will the television camera be gulled at a speed greater Ilan 30 fee per minute. Manual vmAnch power winches. TV cable, and powered rewinds or olher devices that do not obstruct the cafe view or interfere with proper documentation shall be rased t+ more the camera through the se r Ilne. t 7 r rr SC-24 PART D - SPECIAL CONDITIONS on manually operated winches are used to pull the television camera through the line, tele ones or other suitable means of communications shall be set up between the two mann s of the section being Inspected to ertsure goat! communicallons between members of the crew, The im arta a of accurate distance measurements is emphasized, All television Inspection videotapes she have a footage counter, Measurement for location of sewer service taps shall be above rb means of meter dev�co_ Marking on the cable, or the like, which would require intefpalalio far depth of manhole, will not be al[owed. Accuracy of the distance meter sha]I be checked b use of a walking meter, roil-a-tape, or other auitable devlce, and the accuracy shall be satR4 actory to the Engineer. The City makes no guar tee that all of the sanitary sewers to be entered are clear for the passage of a camera. The nethods used for securing passage of the camera are to be at the option of the Conlractor. The cost of mtrieving the Television camera, under all circumstances, when it beco es lodged during Inspection, shall be incidental to Television Inspectlon. 2. DOCUMENTATION' Television I pectlon Logs, Printed locetlon records shall be kept by the Contractor and will clearly show th location In relation to an adjacent manhole of each sewer service taps observed during inspe tion. In additlon, other points of significance such as locations of unustial cenditaoris, root storm sewer connections, broken pipe, presence of scale and corrosion, and other discer We features will be recorded, and a copy of such records will be supplied to the City. 3. PHOTOGRAPHS, Instant developing, 3 mm, or other standard-sEze photographs of the television picture of problems shall be taken by the Contractor upon request of the Engineer, as long as such photographing does not inte re with the ontractar's operations, 4. VIDEOTAPE RECORDING& The purpose of pe recording shall be to supply a visual and audio record of pmblem areas of the lines th may be replayed. Video tape recording playback small be at the same speed that it wa recorded_ The television tapas shall be furnished to the +wily for review immediately upon mpletion of the television inspection and may be retained a maximum of 30 calendar days_ Equipment shall be: provided to the City by the Co +actor for review of the tapes. The Engineer will return tapes to lho Contractor upon com otion of review. Taps shall not be erased without the pofmission of the Engineer, If the to s are of such poor quality that the Engineer is unable to evaluate the condltlon of the sewer F a or to locate service connections, the Contractor shall be required to re-televise and pmvi a good taper of the line at no additional cost to the City. If a goad tape cannot be prov ed of such quality that can be reviewed by the Engineer, no payment for televising this po On shall be made. Also, no payment shall be made for port+oris of tines not televised or po 'oris where manholes cannot be negotiated with the television camera. THE TAPES SHALL BE SUBMITTED TO THE ENGINEER PRIOR T ONSTRUCTION FOR REVIEW AND DETERMINATION OF SAGS. Upon completion of revii w of the tapes by the Engineer, the Contractor will be not1fied as to which sections of the sari ary sewer are to be corrected. The Engineer will return tapes to the Contractor upon completion of review. r 112"4 SC-25 a -- PART D - SPECIAL CONDITIONS All oasts associated with this work shall be Incidental to unit prices bid for items under Tel ision Inspection of the Proposal. C. PAYMEN OF LEANtN AND PRE-CONSTRUCTION UOTION TELEVISION INSPECTION OF SANITARY WERS, The cost for RreY onMror lon Cleaning and Television Inspection of sanitary ry sewer shall be per linear foot of sewer actually televised. The Contractor shall provide the Engineer wit tapes of a quality (hal the particular piece of sewer can be readily evaluated as to existing sewer nditaons and for providing appropriate means for review of the topes by the Engineer including c Ileetion and removal. transpartation and disposal of sand and debris from the sewers to a legal durrt site. Televislan inspection sh II Include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video Image requir d for line analysis. The primary purpose of clean g is for televislen inspection and rehabilitation;.wizen a portion of a lige is not or cannot be televi d or rehabilitated, the cleaning of that porton of line shall be Incidental and no payment shall b made. The City males no guarantee that II of the sanitary sewers to be entered are clear for this passage of a camera. The methods ed for securing passage of the camera are to be at the oplion of the Contractor, and [lie costs rn t be included In the bid price for TV Inspections_ The cost of retrieving the TV Camera, under 11 Orcumstanw. s, when it becomes Judged during inspection, shall be incidental to TV Inspection. The item shall also include all costs of installing a d maintaining any bypase pumping required to provide reliable. regular sewer service to the a a residents_ All bypass purnping shall be Incidental to the pro)eot. D� 36 VACUUM TESTING OF SANITARY SEWED MANHOLES D, GENERAL, This item shall govern the vacuum testing of all newly constructed sanitary sawel manholes, B. EXECUTION- 1. ECUTION-1. TEST PROCEDURE-. Manholes shall be vacuum tested prior to any interior grouting with at cortinectlons in place, 1-41 hales shall be plugged, and all drop-connections and gas sealing connections shall be installed prior to testing. The sewer lines entering the manhole shall be plugged and braced to prevent the plugs frurr being drawn into the manhole. Thai plugs shall be installed in the litres beyond the drop- carinections, gas sealing connections, etc. The test head shall be placed inside 1he frame a' the (op of tha manhole and inflated in accordance with the manufacturer's recommendations A vacuum of ten inches of mercury (13"Hg) shaa11 be drawn end the vacuum pump will be turned off_ Wth the valva closed, the level of vacuum shall be read after the required tea` trate. The fequlred test time shall be determined from the Table f befuw in accordance witt ASTM D1244-93: 11129104 S - 6 PART D - SPECIAL CONDITIONS Table I MINIMUM TIME REQUIRED FOR VACUUM DROP OF 'I" H 10"Ha - 4"wntSIEC Depth of MH. 48-1noh Dia. 60-Inch Dia. .FT.) Manhole - Manhole 0 to 18' 40 see. 52 sec. 18, 45 sac. 59 sec. 20' 5G ser. 65 sec. 2 ` 55 sec, 72 sec, 24' 69 sec, 78 sec. 6' 64 sac. 85 sec. 8' 69 sec. 91 sec_ 30' 74 sec. 98 sec_ For Each 5 sec. fi sec. Additional 2' 1. ACCEPTANCE. The manhole shall be considered acceptable, if the drop In the level of vacuum is less than one-inch of mercury (1{' Hg) after the required tesl time. Any manhole, which fails to pass the initial test, must be repaired by elther pressure grouting thrMigh the manhole wall or digging to expose the ex(erior wall of the manhole In order to incate the leak and seal it with an epoxy sealant. The manhole shall be retested as described above until it has successfully passed tie test. Following completion of a successful test, the manhole shall be restored to its rroimal corndltlen, all temporary plugs shall be removed, all braces, equipment, and debris shall be removed and disposed of in a manner satisfactory to the Engineer. C. PAYMENT-. Payment for vacuum testing of sanitary sewer manholes shall be paid at the contract price per each vacuum test. This price shall xnclode all material, labor, equipment, and all incidentals, incliding all bypass grumping, required to complete the test as specified herein. D- 37 BYPASS PUMPING The Contractor shall bypass the sewage around the section or sections of sewer to be rehabilitated and/or replaced. The bypass shall be made by plugging existing upstrearn manhole and pLirnpincg the sewage into a downstream manhole or adjacent system or other method as may be approved by the Engineer. The pump and bypass lines shall be of adequate capacity and size to handle the flow without sewage backup occurring to facil€t#es connected to the sewer. Provisions shall be made at drIveways and street crossings to permit safe vehicular travel without interrupting flow in the bypass system. Under no circumstances will the Contractor be permitted to discharge sewage into the trenches. Payment shall be Incidental to rehabilitation or replacement of [tie sewer line. D- 38 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWED A. GENERAL: After construction, ALL sections of sanitary sewer limos shall have a television inspection performed by an independent sub-Contractor hired by the prune Contractor. Worst 1112M4 SC-27 PART D - SPECIAL CONDITIONS shall consist of furnishing all labor, material, and equipment necessary for inspection of the sewer lines by means of closed circuit television, 5atlsfactory precautions shall be taken to protect the sewer limes from damage that might be Inflicted by the improper use of cieanirig equipment. B, TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection shall be one speclffeally designed and constructed for such Inspection. bighting for the camera shall be operative in 100% humidity conditions. The camera, television Monitor. and other components of the video system shall be capable of producing picture quality to the satisfaction of the Engineer; and If unsatisfactory, equipment shall be removed and no payment will be made for an ,unsatisfactory Inspection, C. EXECUTION: 1. TELEVISION INSPECTION. The camera shall be moved through the line in either direction of a moderate rate. stopping when necessary to permit propel documentation of any sewer service taps. In no case will the television camera bo pulled at a speed greater than 30 fees per minute. Manual winches, power winches, TV cable, and powered rewinds or othar deviceF that do not obstruct the camera view or intertera with proper documentation shall be used to clove the camera through the sewer line_ No more than 2000 linear feet of pipe wilf he televised at one tinie for review by the Engineer. When manually operated winches are used to pull the television camera through the line, telephones or other suitabto reams of communications shall be set up between the (WC manholes of the section being inspected to ensure good communications between members at the crew. The 1mgortance of accurate distance measurements Is emphasized_ All television Irrspectior. video tapirs shall have a footage counter. Measurement for location of sewer service taps shall be above ground by means of meter device. Marking ort the cable, or the like, which would require interpolation icor depth of manhole, will not be allowed. Accuracy of the distance meter shall be checked by use of a walking ureter, roil-a-tape, or other sultable device, and the accuracy shall be setisfactary 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 rased For securing passage of the camera are to be at the option of the Contractor_ The cast or reirieving the Television camera, under al. circumsiances, when it becomes lodged during inspection, shall be incidental to Television inspection. Sanitary sewer mains must be laced with enough water to fill all low pints_ The television Inspection Must be alone immediately following the lacing of the main with no water flow. If sewer is active, flaw muss be restricted to provide a clear image of sewer being inspected_ 2_ DOCUMENTATION.ENTATION. Television Inspection Logs: Printed location records shall be kept by the Contractor and will clearly show the location in relation to an adjaci. nt manhole of each sewer Service tap observed during inspection. All television logs shall be referenced to stationing ay shown on the plans. A copy of #hese television logs will be supplied to ilhe City, rrrz9aa - B — — PART D - SPECIAL CONDITIONS PHOTOGRAPHS: Instant developing, 35 mm, or other standard-size photographs of the television }picture of problems iihall be taken by thie Contractor upon request of the Engineer, as long as such photographing does not interfere with lhi� Contractor's operalions. 4, VIDEOTAPE RECORDING&RECORDINGThe purpose of tape recording shall be to supply a visual and audio record of problem areas of the lines that may be replayed. Video tape recording playback shait be at the same speed that it was recorded. The television tapes shall be furnished to the City for review immediately upon completion of the television inspection arid may be retained a maximum of 30 calendar plays. Equipment shall be provided to the City by the Caritractor for review of the lapis. Tapes will be returned to the Contractor upon completion of review by the Engineer. Tapes shall not be erased without the permission of the Engineer- If the tapes are of.such poo .gua Iity_Lhat.the Engineer is unable to evaluate the condition of the sewer lire or to locate servlce connections, the Contractor shall be required to re-felevlse and provide a goad tape of the line all no additional cast to the Gini. If a good tape cannot be provided of such duality that can be reviewed by the Engineer, no payment for televising this portion shall be made, Also. no payment shall be made for partioris of lines nat televised or porlions where manholes cannot be negotlated wlth the lelevision Camera. D. PAYMENT OF POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The cost for post-construction Television Inspec(ioti of sanitary sewers shall be per linear feat of sewer televised, The Contractor shall provide the Engineer with tapes of a quality that the particular piece of sewer carp be readily evaluated as to sewer conditions and for provid)ng appropriate means for review of the tapes by the Engineer. Television Inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video irnage required for line analysis. The quantity of TV inspection shall be measured as the tolal length of new pipe inslalled_ All costs associated w1th this work shall be included In the appropriate bid item - Post-Construction Television Inspection. The Item shall also include all costs of installing and maintaining any bypass pumping required to provide relfable, regufar sewer service to the area residents. All bypass pumping shall be incidental to the {project, D- 39 SAMPLES AND QUALITY CONTROL TESTING A. The Contrar:ter shall fumish, at its c n expense, certifications by a private laboratory for all materials proposed to be used on the project, including a mix design for any asphaltic and/or Portland cement concrete to be used, and gradation analysis for sand and crushed stone to be used along with the name of the pit from which (lie material was taken. The contractor shall provide manuf'acturer's certifications for all manufactured iterns to be used In the project and will bear any expense related thereto, B. Tests of the design concrete mix shall be made by the contractor's laboratory at least nine days prior to the pladng of concrete using the same aggregate, cement, and mortar which are to be used later in the concrete, The Contractor shall provide a certified copy of the test results to the City. O, Quallty control testing of in-place rnaterial on this project will be performed by the city at its own expense, Any retesting required as a result of failure of the material to meet project specifications will be at the expense of the contractor and will be billed at commercial rates as determined by the swo C- 9 PART D - SPECIAL CONDITIONS City, The failure of the City to make any teas of materials shall ifr no way relieve the contractor of its responsibility to furnish materials and equipment conforming to the requiremerits of the contract. D. Not less than 24 hours notice shall be provided to the City by. the Contractor for operatiarns requiring testing. The Contractor shall provide access and trench safety sy+stern (if required) for- t he orthe site to be tested, and anyf work effort involved Is deem ad to be included In this unit price For the item being tested. E. The Contractor shall provide a copy of the trip ticket for each load of fill material deilvefed to the jab site_ The ticket. shall specify the name of the pit supplying the FEII material. D- 44 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL {FOR DISTURBED AREAS LESS THAN 1 ACRE) A, DESCRIPTION. This item shall consist of temporary soil erosion sediment and water Pollution roritrol measures deemed necessary by the Engineer for the duration of the contract. These control measures shall at rio time he used as a subslitote for the } ermaneni control measures unloss otherwise directed by the Engineer and they shall not include measures taken by The CONTRACTOR to control conditions created by his construction operations_ They temporary measures shal[ include dikes, darns, berms, sediment basins, fiber mats, jute netting, temporary seeding, straw mulch, asphalt mulch, plastic liners, rubble I[ners, baled-hay retards, dikes. slopo drains and other devices, D, CONSTRUCTION REQUIREMENTS: The Engineer has the- authority to define erodible earth and the authority to limit the surface area of erodible-earth materia[ exposed by preparing right-of-way, clearing and grubbing, the surface area of erodible-earth matorial exposed by excavation, borrow and to direct they CONTRACTOR to provide temporary pollution-contrul rneasufes to prevent contamination of adjacent streams, other wator courses, lakes, ponds or other areas of water impoundment_ Such work may involve the construction of tarnporary beans, dikes. dams, sediment basins, slope drains and use of temporary mulches, mals, seeding, or other controc devices or methods directed by the Englneer as necessary to control soil eroslon. Temporary pollution-control measures shall be used to pf vent or correct erosion that may develop during ronstruction prior to installation of permanent pollution control features, but are not associated witf, permanent control features ars the project. The Engineer will limit the area of preparing right-of- way, clearilng and grubbing, excavation and barrow to be proportional to the CONTRACTOW0 capability and progress in keeping the finish grading. mulching, seeding. and ether suc - permanent pollution-control measures current in accordance wJth the accepted schedule. Should seasonal condltions make such iimitations unrealistic, temporary soil-erasion-control measure-v shall be performed as directed by the Engineer. _ Waste or disposal areas and construction roads shall be located and Wn$tructed in a manned that will rninirn lze the amount of sedlmant entering streams. 3. Frequent fordings of live streams will not be permitted: therefore, tornporary bridges or other structures shall be used wherever an appreciable; number of stream crossings are necessary Unless otherwise approved in writing by the Engineer, mechanized equipment shall nol be operated in five streanis. 4. When work areas or material sources are located in or adjacent to live streams, such areas shall be separated from the stream by a dike or other barrier to keep sediment from entering a r r/29r S - 0 PART D - SPECIAL CONDITIONS flowing stream. Care shall be taken during the construction and removal of such barriem to minimize the muddying of a stream. 5. All waterways shall be cleared as soon as practicable of false work, piling, debris or ether obstructions placed duffing construction operations that ars not a part of the finished work- 6, The Contractor shall take sufficient precautions to prevent polloticn of streams. lakes and reservoirs with ru.els, oils, bitumen, calcium chloride or other harmful materials. We shall conduct and schedule his operations so as to avoid or minimize siltation of strearns, lakes and reservoirs and to avold interference with movement of migratory fish. D. MEASUREMENT ENT AMD PAYMENT: All worts, materials and equipment necessary to provide temporary erasion control shall be considered subsidiary to the contract and no extra gay will be given fon this work. B. 41 INGRESS AND EGRESSIOBSTRUCTION OF ACCESS TO DRIVES The Contractor shall provide ingress and egress to the property being crossed by this construction and adjacaDt property when constructton is not in progress and al night. Drives shall be left accessible at night, on weekends. and during holidays. The Contractor shall conduct #his activities to minimize obstruction~ of access to drives and property during the progress of construction_ Notification shall be matte to an owner prior to his d6ve ay being removed and/or rebulit. D- 42 PROTECTION OF TREES. f'i<.ANT AND $Ott, Alt property along and ad)acent to the onlr8ctors' operations including lawns, yards, shrubs, Ireos, etc., shall be preserved or restored after completion of the work, to a condition equal to or better than existed prier to slant of work. Any trees or other landscape features scarred or damaged by the Contractor's operatlon5 shall be restored or replaced at the Contractor's expense_ Trimming or pruning to facilitate the work will be permitted only by experienced workmen in an approved manner (No slimming or pruning without the property owners' conseni). Pruned limbs of 1" diarneter or larger shall be thoroughly treated as soon As pos,5ible with a tree wound dressing. By ordinance, the Contractor must obtain a permit from the City Forester before any work (trimming, removal, or root pruning) can be done on trees or shrubs growing on public property inclining street Rights-of-Ways and designated alleys. This permit can be obtained by calling the Forestry Office at 871-573$. All tree work shall be In compliance with pruning standards for Class 11 Pruning as described by the national Arborist Association_ A copy of these standards can be provided by calling the above number. Any darnage to pubilc trees due to negligence by the Contractor shall he assessed using the current formula for Shade Tree Evaluation as defined by the IMernationai Society of Arboriculture. Payment for negllgent damage to pubilc trees shall be madek to the City of f=ort W Orth and may be withheld from funds due the Contractor by the City, To prevent the spread of the Oak Wit fungus, all wounds on lave Oak and Red Oak trees shall be immediately sealed using a commercial pruning paint. No separate payment will be made for any of the work involved for this item and all casts incurred will be considered a subsidiary cost of the project. I rear + SC-31 PART D } SPECIAL CONDITIONS D- 43 SITE RESTORATION The conlractor shall be responsible for restoring the site to original grade and condition after completion of his operations subject to approval of the Engineer_ The basis for approval by the Engineer will be grade restoration to plus minus orae-tenth (0,1) of a foot_ ID-44 CITY OF FORT WORTH STANDARD PRO DU T LIST Proposed products submitted in the bid documents must appear in the latest "City of Fort 1+Wortk. Standard Product List, for the bid to be cor+sidated responsive, Products and processes listed in the "City of Fort Worth Standard Product mist shall be cans€tiered to meet City of fort W00h minimum technical requkarnents_ D- 45 TOPSOIL, SODDING, SEEDING & I-EYDROMUL HIN This item shall be performed in accardance with the City of fort Worth Parks and Community Services Department Specificalions fGr Topsoil, Sodding and Seeding, 1 . TOPSOIL DESCRIPTION. This iters will consist of furnishing and placing a minimurn of six (6) inches o topsoil, Free from rock and foreign material, in all parkways and medians to the lines and grader as established by the Engineer. CONSTRUCTION METHODS. Topsail will be secured from borrow sources as required tc supplement material secured from street excavation. All excavated materials from streets which is suitable for topsail wflI be used in the parkways and rn edians before any topsoil is obtainod from r borrow source. Topsail material secured from street excavation shall be stockpiled at locations approved by the Engineer. and at completion of grading and paving vperalions, topsoil shall be placed on parkway areas so as to provide a minimum slx { } Inches of compacted depth of topsoil parkways. . SODDING OE ORIPTION. Sodding will consist of furnishing and planting Bermuda„ Buffalo or St. AuguslEnt. grass in the areas between the curbs and walks, on terraces. in median strips, on embankments or cut Slopes. or In such areas as designated on the Drawings and In accordance. with ft requirements of this Specification. Recommended Buffalo grass varieties for sodding are Prairi( and 609_ MATER[ALS: Sod shall consist of live and growing Bermuda, Buffalo or St. Augustine grass secured from sources where the soil is fedife. Sod to be placed during the dormant state of these grasses shall be alive and acceptabia. Bermuda and Buffalo grass sats shall have a healthy, viriif- root system of dense. thickly matted rooks throughout a two (2) inch minlmurn thickness of nativa soil attached to the roots_ St. Augustine grass sod shall have a healthy, virile rool system of dense, thickly matted roots throughout a one (1) inch rninimum thickness of native soil attached tr the roots. The Sad shall be free from obnoxious weeds or other grasses and shall not Contain any matter deleterious to its Rrowthr or h€ch might affect its subsistence or hardiness when trarEsplanted, Sod to be placed between curb and walk and on terraces shall be the same type grass a� adjacent grass or existing lawn. .01J2s04 -3 PART D - SPECIAL CONDITIONS Care shall be taken at all times to retain native soil on the roots of the sod during the process of excavating, hauling, and planting. Sod materlal shall be kept moist from the time It is dug Unlif planted. When so directed by the Engineer, the sod existing all the source shall be watered to the extent required prior to excavating. Sod material shall be planted within three days after it is excavated_ CONSTRUCT(ON METHODS: After the designated areas have been completed to the lines, grades, and cross-sections shown on the Drawings and as provided for in other items of the contract, sodding of the type specified shalt be performed in accordance with the requirements hereinafter describod_ Sodding shall` be either "spot,r Of "block": edher Bermuda, Buffalo or St, Augustine grass. a. Spot Sodding Furr6s parallel to the curb lute or sidewalk 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 throm (3) Inches square shall be placed on twelve (1 2) Inch centers et proper depth so that the top of the sod shell not be more than one-half (1/ ) inch below the finished Made. Holes of equNalent depth and spacing may be used instead of furrows. The soil shall be firm around eac# block and then the eritire sodded area shall be carefully rolled with a heavy. hand railer developing fifteen (95) to twenty-five (25) pounds per square inch compression. Hand tarnping may be required on terraces. b, Block Sodding. At locations on the Drawings or where directed. sod blocks stall be carefully placed on the prepared areas. The sad shall be 5o placed that the entire designated area shall be covered. and any voids left In the block sodding shall be filled with additional sod and tamped_ The entire sodded area shall be rolled and tamped to form a thoroughly compact solid mass. Surfaces of block sod, which, In the opinion of rhe Engineer, may slide due to the height or slope of [lie surface or nature of tete soil, shall.. urian direction of the Engineer, be pegged with wooden pegs driven through the sod block to the firm earlh, sufficiently close to hold the black and flrmlyf in place. When necessary, the sodded areas shall be srrioothed after planting has been completed and shaped to conform to the cross-section previously provided and existing at the time sodding operations were begun. Any excess dirt from planting operations shall be spread uniformly over the adjacent areas or disposed of as directed by the Enginoer so that the completed surface will present a sightly appearance. The sodded areas shall be thoroughly watered immediately alter they are planted and shall be subsequently watered at such times and in a manner and quantity directed by the Engineer until completion and flnel acceptance of the proioct by the City of f=ort W Orth, 3. SEEDING DESCRIPTION- "Seeding" will consist of preparting ground, providing and planting seed or a mixture of seed oI' the kind specified along and across such areas as may be designated on the Drawings and in accordance with These Specifi atlans, I f - C-3 PARS` D - SPECIAL CONDITIONS rVIATER$ALS: a. General. All seed used mint carry a Texas Testing Seed label showing purity and germination, name, type of seed, and that the seed maet!s all requirements of the Texas Seed Law_ Seed furnished shall be of the previous season's crop and the date of analysis shown on each tag shall be within nine (9) months of time of delivery to the project. Each variety of seed shah be furnished and delivered in separate bags or containers. A sample of each variety of seed shall be furnished for analyses and testing when directed by the Engineer, The speclfred seE cd shell aqual or exceed the following peroentages of Purity and germination- ommon Marne P�, dty Germination Common Bermuda Grass 95% 90% Annuai Rye Grass 9519 95% Tall Fescue 9510 90`Yo Western whootgrass 95% 90% Buffalo Grass Varielles Top Gun 95' 90% Cody 9510 9011/0 Table 120.2.(2)a. URBAN AREA WARM-SEASON SEEDING RATE (Ibs.)r Pura Live Seed (PLS) Mixture foe Clay or Tight S oiI Mixture for Sandy Soils Dates (Eastern Sections) (Western_Sections) (AllSections) Feb 1 bermudagrass 40 Buffalograss So Bermudagrass 60 to Burialograss 60 Bermudagrass 20 Buffalograss 40 May 1 Total: 100 Total: 140 Total: 100 Table, 120.2.(2)b TEMPORARY COOL-SEASON SEEDING RATE, (lb.) Pure Live Seed (PLS) Defies (Ml Sections) Aug 15 Tall Fescue 50 to Western heetgrass 50 May 1 Annual Rye 50 Total: 100 CONSTRUCTION METHODS. After the designa#ed areas have been completed to the Ilnes grades. and cross-sections shown on the Drawings and as provided for in other Berns of this Contract, seeding of the type specified shall be perfarmad in accordance with the requirements hereinafter described. a. Watering. Seeded areas shall be watered as directed by the Engineer so as to prevent washing of the slopes or dislodgment of the seed. f fovm -34 PART D - SPECIAL CONDITIONS b. Flnishing. Inhere applicable, the shoulders, slopes, and ditches shall be smoothed after seed bed preparation has been completed and shaped to conform to the cross-section prevfausiy provided and existing at the time planting operations were begun- BROADCAST egun_BROAD A T SEEDING- The seed or seed mixture In the quantity specified shall be uniformly disiributed over the areas shown on the Dra Ings and where directed. If the sowing of seed is by hand, rather than by mechanical methods, the seed shall be sawn in two directions at right angles to each other_ Seed and fertilizer shall be distributed at the sauce time provided lige specified uniform rate of application for bath is oblained. "Finishing" as specified in Secilorl D-45, Construction Methods, is not applicable since no seed bed preparation is reclOred. DISCED SEEDING. Soil over the area shown on the Drawings as directed to be seeded soull be loosened to a minimum depth of three (3) Inches a3 rad all partioles In the seed lased shall be reduced to less than one (1) inch in diameter or they shall be removed. Than area shall then be finished to One and grade as speclfled under "Finishing" In Section~ D-45, Construction Methods, The seed, or seed mixture. ;specified shall then be planted at the rate required and the application shall be made uniformly. If the sowing of seed is by hand rather than by machanioal methods, seed spall be raked or harrowed into the soil to a depth of approx1mately one-eight (1/8) inch. The planted area shall be rolled with a corrugated roller of the " uttipacLaee' type. All rolling of the slope areas shall be on the contour. ASPHALT MULCH SEEDING. The soil over the area shown on the Drawings, or as directed to be seeded, shall be loosened to the minimum depth of Three (3) inches and all particles in the seed hed shall be reduced to less than one (1) inch in diameter, or they shall be removed. The area shall then Tae finished to fine and trade as specified tinder "Finishing" in Section D-45, Construction Methods. Water shall thea be applied lo the cultivated area of 1he seed bed until a minimum depths of six (6) [aches is thoroughly rnoisterrod. After the watering. when the ground has become sufficiently dry to be loose and pliable, the seed, or seed mixture specified, shall then be planted at the rate required and the application shall be made uniformly. If the sowing of seed is by hand, rather than mechanical methods, the seed shall be sown in two directions at fight angles to each other, Seed acrd fertilizer may t distributed at the same time, provided the specified uniform rate of application for both is obtained_ After planting, the seed shall be raked or harrowed Into the soil to a depth of approximately one-quarter (114) Inch. The planted surface arca and giving a smooth surface without ruts or tracks. In between the time compacting is completed and the asphalt is applied, the placated aafea shall be watered sufficiently to assure Uniform moisture fron) the surfaco to 2a minlrrlurn of six (6) inches in depth. The apphcaition of asphalt shall follow the last watering as rapidly as possible. Asphalt shall be of the type and grade as shown on the Drawings and shall conform to the requirements of the Iter 300, "Asphalts, Oils and Emulsions"_ If the type of asphalt to be Osed is not shown on the Drawings. or if Drawings are not included, then IVIS-2 shall be used. Applications of the asphalt shall he at a rate of three-tenihrs (0.3) gallons per square yard. It shall be applied to the area In such a manner so that a complete film Is obtained and the finished surface shall be comparatively smooth. r W291N SC-35 PAIN D , SPECIAL CONDITIONS R E-S EEO ING OF AREAS PLANTED WITf-I G 001- SFASO NS SPECIES: Areas where tomporaryi coal season species have been planted may be replanted beginning February 1 with warm season species as ifisted in Table 120.2(2)a. The fire-seeding will be achieved in (he following Maflner- The coal season species shall be mowed down to a height of one (1) inch to insure that slit-seeding equlpmen( will be able to cut through the turfand achieve adequate soil geneiration. Slit-seeding, is achieved thtirough the use of an implement which cuts a furrow {slit} ire the soli and places the seed in the slit which is then pressed dose with a cult packer wheel. 4. HYDROMULCH SEEDING: If hydro mutcht seeding is provided, seed mix shall have % purity of Bermuda grass and haves a germination rate of 90%. Contractor shall ensure that the grass es€ablishes. 5. C 0NSTRUCTION VV€THIN PARK AREAS TURF RESTORATION OF PARK AREAS- FERTILIZER DESCRIPTION- "Fertilizer" will consist of providing and distributing fertilizer over such areas as are designated on the Drawings and in accordance with these Specifications. MATERIAM All fertilizer used shall be delivered in bags or containers clearly #abeled showing the analysis. The fertilizer is subject to testing by the City of Fort Worlh in accordance with the Texas Fertilizer Law. A pelleted or granulated fertilizer shall be used with an analysis of 16-20-0 or 16-5- 6 c hav!ng the analysts shown on the Drawings. The figures In the analysis represent the percent of nitrogen, phosphoric acid, and potash nutrients respectively as determined by the methods o' the Association of Official Agricultural Chemists. In the event it is necessary to substitute a fertilizer of a difFereni analysis. It shall be a pelleted oa granulated fertilizer with a Cower concentration. Total amount of nutrients furnished and applief per acre shall equal or exceed that speclfled for each nutrient. CONSTRUCTION METHODS: When an item For fertiliser is included in the Drav4ngs ant proposal, pelleted or granulated fertilizer shall be applied uniformly over the area specified to be fertilized and in the manner directed for the particular item of work. Fert1lizer shall be dry and ir, goad physical condition. Fertilizer that is powdered to caned will be rejected. Distribution o-, fertilizer as a particular Item of work shall rneet the approval cf the Engineer. Unless otherwise indicated on the Drawings, fertilizer shall he applied uniformly at the avaragE rate of three hundred (300) pounds per acre for all types of "Sodding" and four hundred (400) pounds per acre For a]I types of "Seeding". MEASUREMENT: Topsail secured from Morrow sources Will be measured by the, square yaw ir- plec.e on the pFoject site. Measurement will be made only on topsoils secured from bormw sources- ._ Acceptable material for "Seed Ing" will be moo sured by the Ilnear foot, complete in place, Acceptable materlal for "Sodding" wall be measured by the linear foot, complete in place. IM-"4 SC-36 PART D - SPECIAL CONDITIONS Acceptable material for "Fertilizer" shall be subsidiary to the price of sodding or seeding. PAYMENT. All work performed as ordered and measured shall be subsidiary to the contracl unless and otherwise noted in the plans and bid documents to be paid for at the unit price bld for eaoh item of work. Its price shall be full compensation for excavating (except as noted below), loading, hauting, placing and furnishing all labor, equipment, tools, supplles, and 100identals necessary to complete work. All labor, equipment, tools and incidentals necessary to supply, transport, stockpile and place topsoil or salvage topsoil as specified shall to included In " eedlncg" or "Sodding" bid items and will not be paid for directly. "Spot sodding" or "block sodding" as the case may be, will be paid for at the contract unit price per square yard, complete in place, as provided in (he proposal and contract. The contract unit price shall be the Ental compensation for furnishing and placing all sod; for all rolling and tamping; for all watering; for disposal of all surplus materials; and for all materials, labor, equipment. lools and incidentals necessary to complete the work, all in accordance 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 rhe type specified, as the case may be, which price shall each be full rornpensatlon for furnishing all materials and for performing all operations necessary to complete the work accepted as follows: F,srtili er materlal and application will not be measured or paid for directly, but is considered subsidiary to Sodding and Seeding. D- 46 CONFINED SPACE ENTRY PROGRAM It shall be the responsibility of the contractor to Implement and mair}tain a variable "CONFINED PACE ENTRY PROGRAM" whl& must meat OSHA requirements for all its employees and subcontractors at all times during construction. All active sewer manholes, regardless of deplh, are defined by OSHA, as "permit required oonfined spaces". Contractors shall submit an acceptable "CONFINED SPACE ENTRY PROGRAM" for ail applicable manholes and maintaln an active file for these manholes. The cost of complying with #his program shall be subsidiary to the pay items Involving work in confined spaces, D- 47 SUBSTANTIAL COMPLETION iNSPE TIONI INAL INSPECTION I T, Prior to the final in"eflon being conducted for the project, the contractor shall contact the city Inspector Inrltlnc3 when the entlre project or a designated portion of the project is substantially complete. f#_ The Inspector along with appropriate City staff and the City's consullant small make an inspection of the substantially completed work and prepare and submit to the contractor a list of items needing to be completed or corrected. 9. The contractor shall take immedlate steps to rectify the lasted deficiencies and notify the owner in writing when all the Reins have been completed or corrected. 1112910%% -37 PART D - SPECIAL CONDITIONS 10. lla3yment for Substantial completion inspection as well as final Inspection shall be subsidiary to the project price_ Contractor shall still be required to address all other deficiencies, which are discovered at the time of final inspection. I I. Final Inspection shall be In confor'manw with goneraI condi#inn Item 005-6.18 FJnal Inspection" of PART D GENERAL CONDITIONS. D- 48 EXCAVATION NEAR TREE (WHERE IDENTIFIED ON THE PLANS) 1. The Contractor shall be responsible far taking measures to minlrnize damage to Irea limbs, tree trunks, and tree roots at each worts site. All such measures shall be constdered as incideotal work included in the Contract Unit Price bid for applicable pipe or structure installation except for shGrt tunnelinghree augering. 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 fine or edge of the tree root system between tree and the construction area. 3. Contractor shall inspect each work site in advance and arrange to have any tree limns pruned that (night be damaged by equipment operations_ The Engineer shall be notified at leasl 24 hours prior to any tree trimming work. No trimming work will be permitted within private property without written permission of the Owner. 4. Nothing shall be stored over the tree root system within the drip line area of any tree. 5, Before excavation (off the roadway) within the drip line area of any tree, ihG earth shall be sawcul for a minimum depth of 2 feet. 6. Al designated locations shown on the drawings, the "shorl tunnel" method using Class 51 D.I. pipe shall be utilized. 7. Except in aroas where olearing is allowed. all trees up to 8" in diameter damaged during construction shall be removed and replaced with the sane type and diameter free 31 the contractor's expense. 8_ Contractor shall employ a qualified landscaper for all the work required for tree care to ensure utilization of the best agricultural practices and procedures. 9_ Short tunneling shall consist of power augeririg or hand excavation. The tunnel diameter shat nal be larger than 1-1!2 times the outside pipe dlarneter. Voids remaining after pipe installation shall be pressure grouted. D- 49 CONCRETE ENCASEMENT OF SEWER PIPE Concrete encasement of sewers shall be paid for at the Contract unit Price per linear Foot of concrete encase menl as measured In place along the centerline of the pipe for each pipe dlarneter indicated The Contract Unit Price shall include all costs associated w1th installatlon and relnforcernent of thf concrete encasement, rr4�r -38 PAIN D - SPECIAL. CONDITIONS D- 50 CLAY DAM Clay dam construction shall be performed in accordance with the Wastewater Clay Darn Construction, figure in the Drawings In these Specifications, at locatJons Indicated on the Drawings ar as directed by the City. Clay darns shall be keyed into undisturbed sail to make an Impervious barrier to reduce groundwater perWation through the pipeline trench. Construction material shall consist of compacted bentonite clay or 2:27 concrete. Payment for work such as forming, placing and finishing shall be subsidiary to the price bid for plpe installalion_ - D- 51 EXPLORATORY EXCAVATION (D-HOLE) The Contractor shall be responsible for verIfying the locations of ali exisling Villities prior to construclion, in accordance wilh item D-G_ At locations identified on the drawings, conlractor shall conduct an exploratory excavation (D-Hole), to locate and verify the location and etev atian of the existing underground utility where it may be Jn potentiarl conflict with a proposed facility alignment. The exploratory excavation shall be conducted prior to construction of the entire project only at lova#Ions demoted on the plans or as directed by the engineer. Contractor shall subriiil a reporl of findings (including surveyed elevations of existing conflicting utilities) to the City prior to the start of construction of the entire project. If the contractor determines an exisling utility is in conflict with the proposed faellity, the contractor shall conlact the engineer inirnediatety for appropriate design modincations. The contractor shell make the necessary repairs at the exploratory excavation (D-Hole) to obtain a safe and proper driving surface to ensure the safety of the general p(iblic and to meet the approval of the Cfty inspector, l'i're contractor shall be liable for any and all damages incurred due to the exploratory excavation (D-Hals), Payment shall not be made for verification of existing utillfles per item D-6. Payment for exploratory excavation (D-Hole), at locations identified on the pians or as directed by the Engineer, shall include full Compensation for all materials, excavation, surface restoration, field sLlfveys, and all incidentals necessary to complete the work, shall be the unit price bid, No payment shall be made for exploratory excavation(s) conducted after constructlon has begun. D� 52 INSTALLATION OF WATER FACILITIES 52.1 Polyvinyl Chloride (PVD) dilater Pipe POLYVINYL Chloride Plastic Vater Pipe and fittings on this Projeol shall be In accordance with the material standard contained in the General Contract Documents_ Payment for work such as backfill, bedding, blocking, detectable tapes and all other associated appurtenant required. Shall be IncludPd In the IInear foot price bad of the appropriate BI ITEM( ), 52.2 Blocking Concrete blocking on thJs Project will necessarily be required as shown on the Flans and shall be installed kir accordance with the General Contract Documents_ All valves shall have concrete blocking provided for supporting. No separate payment will be made for any of the work Involved for the item and all casts incurred will be considered to be irtclr.rded In the linear foot bid price of -� the pipe or the bid price of the valve. 52.3 Type of Casing Pipe 1 . WATER: : The casing pipe for open cut and bored or tunneled section shall be AWWA C-200 f=abricated Electrically Welded Steel Waiter Pipe, and shall conform to fere provisions of E'I-15, E-1-5 and I rsv - 9 PART D - SPECIAL CONDITIONS - E1-9 in Material Specifications of General Contract Documents and Specifications for Watec Department Projects, The steel casing pipe shall be supplied as follows: For the Inside and outside of casing pipe, coaktar protective coaling in accardance with the requirements of Sec. 2.2 and related sactlons in AVV VA O-203. Touch-up after fiefd welds shall provide coatirfg equal to those specified above. C. Minimum thickness for casing pipe used shall be 0.375 inch_ Stainless Steel Casing Spacers (centering style) such as manufactured by Cascade Waterworks Manufacturing Company or an approved equal shall be used on all non-concrete pipes when Installed in casing. Installation shall be as recommended by the Manufacturer. , SEWER: Boring used on this project shall be in accordance with the material standard E1-15 and Constfuction standard E2-11 5 as per Fig, 114 of the General C anVact Docurments, 3. PAYMENT: Payment fof all materials, labor, equipment, excavation, concrete grout, backfill, and incidenta' work shall be included ire the unit price bili per foot. 52.4 Tie-Ins The Conlractor shall be responsible for making tie-ins to the existing waiter f-nains. It shall be the responsibility of the Contractor to verify the exact localion and elevatlon of the existing line tie-ins. And any differences ire locations and elevation of existing 3lrre tie-ins between the contract drawings and what may be eancountered In the field shall be considered as incidenta to construction_ The cast of making tie-ins to existing water of sanit$ry severer mains shall be Included In the linear foal bid price of the pipe_ .5 Connection of Existing Mains The Contractor small determine the exact to bon, elevation, configuration and angulation of existing water or sanitary sewer lines prior to rnanufacturfng of the connecting plece. Ani differences in locations, elevation, configuration, and or angulation of existing lines betweer the contract drawings and what may be encountered in the said work shall he considered as Incidental to construction. Where it is required to shut down existing mains in order to maks proposed connections, such down tirne shall be coordinated with the Engineer, and all effofu shall be made to keep this down time to a minimum, in case of shutting down an existing main. the Contractor shall notify the Manager, Construction Services, Phone 871-7813, at leas' 48-hours prier to the required shut down time. The Contractor's attention is directed tc Paragraph D5-5.15 INTERRUPTION OF SERVICE, Page 05-5(5), BAIT C - GENERAL CONDITIONS OF THE WATER DEPARTMENT GENERAL CONTRACT DOCUMENTS ANIS GENERAL SPECIFICATIONS. The Contractor shah notify the cuslomer both personally ane In writing as to the location, time, and schedule of the service interruption. The cost of removing any existing concrete blocking shall be included In the cost o) connection. Unless Laid separately all cast Incurred shall be Included In the linear foot price bic for the appropriate pipe size. r roSCAD PART D - SPECIAL CONDITIONS 52.5 Valve Cut-ins It may be necessary to cut-in gate valves to isolate the water main from which the extension and/or replacement is to be connected. This may require closing valves in other lines and putlintg consumers out of service for that period of time necessary to cut In the new valve; the work must he expedited to the ulmost and all such cut-ins must be coordinated Wlth the englneer in charge of inspectlon. All consumers shall be individually advised prior to the shut cul and advised of the approxtrnate Length of time they may be without service_ Payment for work such as backfill, bedding, fittings, blocking and all other associated appurtenants requ[red, shall be included in the price of the appropriate bid items. 52.7 Water Services The relocation, replacement, or reconnection of water services will be required as shown on the plans, and/or as described in these Special Contract Documents in addition to these located In the field and identitled by the Engineer. All service's skull be constructed by the contractor utilizing approved factory manufactured tap saddles (when required) and corporation stops, type K copper wale( tubing, curb stops with lock wings, meter boxes, and if required approved manufactured service branches. All materials LIS ed shall be as specified in the MatedaI Standards (E1-17 & F1-18) contained In tho General Contract Docurnerits_ All water services, to be replaced shall be installed at a minimum. depth of 36 inches below final grade. All existing 3M-inch water service lines which are to be replaced shall be replaced with 1-inch Type K copper. 1-inch diameter tap saddle when required, and 1-inch corporation from the main kine to lhr~ meter bux. All services which are to be replaced or relocated shall be installed with the service main tap and service lige berg in Cine with the service meter unless otherwise directed by the Engineer. A minimum of 24 hours advance notice shall be given when smice interruption will be required as specified in Section C5-5.15 INTERRUPTION OF SERVICE. All water service meters shall be remove-d, tagged, and collected by the contractor for pickup by the Water Department for reconditioning or replacement. After installatlan of the water service in the proposed Iocation and receipt of a meter from the project inspector the contractor shaft install the meter_ The meter box shall be reset as necessary to bo flush with existing ground or as otherwise directed by the Engineer, All such work on the outlet side of the service meter scull be performed by a licensed plumber. 1_ WATER SERVICE REPLACEMENT&REPLACEMENTWater service replacement or relocation is required when the existing service is lead or is too shallow to avoid broakage during street reconstruction, The contractor shall replace the existing service line with Type K copper from the main to the meter, curb stop wilh look W09s, and corporation stop. Payment for afl 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 icenter line f�rzr.r -41 PART D - SPECIAL CONDITIONS existing meter Iocatlon to canter lure proposed meter location shall be included in the Linear Foot price bid for Copper Service Line frorn Maio to five (5) feet behind Meter. Any vertical adjustment of costo ner service kine within the 5 foot area shall be subsidiary to the service Installation. Payment for all work and Materials such as tap saddle (if required), corporation stops, and Fittings shall be included In the price bid for Sefvice Taps to Main. 1. WATER SERVICE RECONNECTION: Water service reconnection is required when the existing service is copper and at adequate depth to avoid breakage during sir el reconstruction. The contractor shall adjust the existing water service line as required for reconnection and furnish a new tap with corporation stop. The contractor will be paid for arra (1) Service Tap to Main for each service reconnected plus for any copper se;vloe lure used in excess of five ( ) feet from Main to five (5) feet behind the Meter- - WATERE RVICE METER AND METER BOX RELOCATIONS: When the replacement and relocation of a water service and meter box is required and the location of the meter and motor- box is moved more Shan twelve (12) inches, as measured from the center line of the existing ureter to localion to the center line of the proposed meter location, separale payment will be altowed for the relocation of service meter and meter box. Centerline is defined by a line extended from the service tap through the meter. Only relecatluns made perpendicular to this centerline will be paid for separately. Relocations made along the centerline will be paid of in feet of Copper service line, When relocatlon of service meter and meter box is required. payment for all work and materials such as backfill, fittings, fee (5) feet of type K copper service and all materials, labor, and equipment used by and for the licensed plumber shall be Included in the price bid for the service mater relocation, All other costs will be included in other appropriate bid ltern(s)- This item will also be used to pay for all service meter and ureter box relocations as requiret by the E=ngineer when the service line is not Being replaced. Adjustment of only the meter box and customer service Ilne within 5 feet distance behind the meter will not justify separate payment at any dine- Locations with rnultipla service branches will be paid for as one service meter and meter box relocation. d, NEW SERVICE: When new services are required the contractor shall Instakl tap saddle (when required), oorporalien stop, type K copper service line. curb stop with lock wings, and meter box. Reinforced plastic ureter boxes with cast iron lid shall be provided for all 2 inch water maters or smaller. The reinforced plastic water meter boxes shell comply with section E1-18P -- Reinforced Plastic Water Meter Boxes. Payment for all work and materials such as backfill, fittings, type K copper tubing. and crurl` stop with lock wings shall be included In the Linear Foot price bid for Service Lime from Main tc Meter five (5) feet behind the meter. Payrnenl for all work and materials such as tap saddle, corporation stops, and fittings shall be included in the price bld for Service Taps to Mains. Paymefrrt for all work and materials such as furnishing and setting new meter box shall be included In the price bld for furnish and set meter box. r rzas -4 PART D - SPECIAL CONDITIONS 1. MULTIPLE SER f E BRANCHES, When multiple service branches are required the contractor shall fumish approved factory manufactured brandies. Payment for multipt[ service branches will include furnishing and installing the multiple service branch only and all other cost will 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 meter encountered during construction shall be replaced with one service line that is applicable for the size of the existing service meter and approved by the Engineer. Payment shall be made at Ilia unit bid price in the appropriate bid itern(s). 52.82-Inch Temporary Service Eine A. The 2-inch ternporary service main and 314-inch service lines shall be Installed to provide temparary water service to all buildings that will necessarily be required to have severed water service during Bald work. The contractor shall be responsible for coordinating the scrhedule of the temporary service corinaotions and permanerit service reconnections with the building owners and the Engineer in order that the work be performed in an expeditious manner. Severed water service must tie reconnected within 2 hours of discontinuance of service. . -Inch tapping saddle and 2-inch corporation stop or 2-inch gate valve with an appropriate fire hydrant Eidapter fitting shell bo required at the temporary servlce point of connection to the City water supply. The 2-inch temporary service main and 3/4-inch service lines shall be installed in accordance to the attached figures 1. 2 and 3, 2" temporary service line shall be cleaned and sterilized by using chlorine gas or chlorinaled lime (HTH) prlor to installatlon. The out-of-service meters shall be removed, tagged ant collected by the Contractor for delivery to the Water Depadment Meter Shop for reconditioning or replacement. Upon restoring permanent service, the Contractor small re-Install the ureters at the correct location. The meter box shall be reset as necessary to be flush volth tho existing around or as otherwise directed by the Engineer. The temporary service layout shall have a minimum available flow rate of 5 GPM of a dynamic pressure of 35 PSI per service tap. This criteria shall be used by Ilia Contractor to determine the length of temporary service allowed, number of service taps and number of feed points. When the temporary service is required for more than one location the -inch temporary service pipes, 3M-inch service lines and the 2-inch meter shall be moved to the next successive project location. Paymeni for work such as Wings, 14-inch service lines, asphalt, barricades, all service connections, removal of temporary services and all other associated appurterMants required, shall be incl4,ded in the appropriate laid item. B. In order to accurately measure the amount of water used during construction, the Contractor will install a fire hydrant meter for all ternporary service lines. Water used during construction for flushing new mains that cannot be metered from a hydrant Will he estimated as accurately as possible. At the pro-construction conference the contractor Wil advise the inspector of the number of meters that will be needed along with the locations where they will be used. Thi r� r + C-4 PART D - SPECIAL CONDITIONS inspector will deliver the hydrant meters to the localions. After installation, the contractor will take full respwSIbillity for the meters until such time as the contractor returns those meters to the inspector. Any damage to the meters will be the sake rsspensibility of the contractor. The Water Department Meter Shop will evaluate the condition of the meters upon return and it repairs are needed the contractor will recelve ars invoice for those repairs. The issved meter is For this specific project and location only- Any water that the contractor may need for personal use Will require a separate hydrant meter obtained by the Conlractor. at its cost, from the Water Department. 52.9 Purging and Sterilization of Water Lines Before being placed into service all newly constructed water lines shall be purged and sterilized in accordance with E2-24 of the General Contract Documents and Specifications except as modified herein. The city will provide all water for I MAL cleaning and Ste riiiaaticr of water lines_ All materials for construction of the project, includi appropriately slZed "pipe cleaning pigs", chlorine gas or chlorinated lime (MTM) shall be furnished by the Contractor- Chlorinated lame (MTM) shall he used in sufficient quantities to provide a chlorine residual vi fifty (50) PPM_ The residual of free chlorine shall be measured after 24 hours and shall not be less than 10 parts per million of free chlorine_ Chlorinated water shall be disposed of in rhe sanit�ry sewer system. Should a sanitary sewer not be available. chlorinated water shall be "de-chlorinated" prior to disposal, The line may not be placed in service until tura successive sets of samples, laken 24 hours apart, have met the established standards of purily. Purging and sterRization of the water livres shall be considered as incidental to the project arta all costs incurred will be considered to be included in the linear forst bId price of the pipe. 52.10 Work Near Pressure Plane Boundaries Contractor shall take note that the water line to be replaced under this contract may cross of may be in close proximily to an existing pressure }Mahe boundary. Dare shall be taken to ensure all "pressure plane" valves installed are installed closed and no crass connections are made between prossure planes 52.11 Water Sarnple Station GENERAL: All water sampling stallon installations will be per attached Figure 34 or as required in large aler meter vaults as per Figure 33 unless otherwise directed by the Engineer. The appropriate water sampling station w1H be furnished to the Contractor free of charge; however, the orttractar will be reclOried to pick up this stern at the Field OperationE 1Narehouse. PAYMENT FOR FIGURE 34 INSTALLATIONS: Paiymeni for all work and materials necessary for the installation of the 3M-inch type K copper service line will be shall be included in the price bid For copper Service Line from Main to Meter. Payment for all work and materials necessary For the installation lap saddle (If required) corporation stops, and fittings shall be Included In the price bid for Service Taps to Mair. Payment for all work and malerials necessary for the installation of 1h8 sampling stalion concrete support block, curb stop. fittings, and an incidental 5-feet of type K copper service. r rlr -44 PART T D - SPECIAL CONDITIONS line which are required to provide a complete and functional water sampling station shall be included in the price bid for Water Saarnpie Stations. PAYMENT FOR FIGURE 33 INSTALLATIONS, Payment for all work and materials necessary for the installation tap saddle, gate valve, and fittings shall be included In the price bJd for Service Taps to Bain. Payment for all work and materials necessary for the installation of the sampling station, modification to the vault, fittings, and ail type K copper serVice line which are required to provide a complete and funclion2al water sampking station shall be included in the prioe bid for Water Sample Stations. $2.12 Ductile Iron and Gray Iran Finings Reference Pard E2 Construction Specifications, Section E24 Installing Cast Iron Pipe, fittings, and Specials, S ub section E2-7.I 1 Cast iron Fittings; E2-7-11 DUCTILE-IRON FIND GRAY-IRON FITTINGS: All ductile-Iron and gray-iron fillings shall be furnished with cement modar lining as stated in Section E1-7. The price Wd per ton of fittings shall be payment in full for all filtings, joint accessorkes, polyethylene wrapping. horizontal concrete blocking, vertical tie-down concrete blockfnq, and concrete cradle necessary for construction as designed_ All ductile-iron and gray-iron fltlings. valves and specials shall be wrapped with polyethylene rappkng coaiforming to Material Specificatlon El-13 and Construction Specification E2-13. Wrapping shall precede horizontal concrete blocking, vertfcal tie-down concrete blocking, and concrete cradle. Payment for tho polyethytene wrapping, horizontal concrete blacking, vertical tie-down concrete bior:kkng, and concrete cradle shall be included in bid (terns for vales and fittings and no other payments will be allowed. D- 53 SPRINKLING FOR DUST CONTROL Ail applicable provisions of Standard Specifications Item 200, "Sprinkling for Dusl Control" sfIall apply. However, no direct payment will ba, made for this item and ft shall be considered to this contract_ 0. 54 DEWATERING The Contractor shall be responsible for determining the method of dewatering operation for the water or sewage flows from the existing mains and ground water_ The Contractor shall be responsible for damage of any nature resulting from the dewatering operations. The DISCHARGE from any dowatering operation shall be conducted as approved by the Engineer. Ground water shall not be discharged into sanitary sowers. Dewatering shall be considered as Incidental to a construction and all costs Incurred will be considered to be included kn the project price, D- 55 TRENCH EXCAVATION ON DEEP TRENCHES Con(mctar to prevent any water flowing into open trench during construction. Contractor shall not leaves excavated trench open overnight, Contractor shall fill any trench tine same clay of excavation. No extra payment shall be allowed for this special condition. I f12Q4 -45 PART D - SPECIAL CONDITIONS D. 56 TREE PRUNING A. RFFFRENCES, National Arborist Assoclation's "Pruning Standards for Shade Tees". B. ROOT PRUNING EQUIPMENT 1, Vibratory Knife . Vermeer -1 5ORG RDot Pruner - NATURAL RESOURCES PROTECTION FENCE 3. Steel "r' = Bar stakes, 6 feet long- 4. Smooth Worse-Wire: 14-112 gauge (mediurn gauge) or 12 gauge (heavy gauge). 5. Surveyor's Plastic F=lagging. "Tundra" weight. International fluorescent orange or red calor. (3. Combination Fence: Gommercially manufactured combination soil separator fabric on wire mesh backing as shown ori the Dravvin9s. D- ROOT PRUNING 7. Survey and stake location of root pruning trenches a5 shown on drawings. S. Using the approved specified equipment, make a out a minimum of 36 inches deep in orde- to minimize damage to the undisturbed root zone. 9. Backfill and compaot the french lmmiAlataliy after trenching. 10, Place a 3-font wide by 4-inch deep cover of mulch over the trench as required by thf Engineer. 11. Within 24 hours, prune flush with ground and backfill any exposed roots due It construction activity. Cover with wood chips of mulch in order to equalize soil temperature and miniml2e water loss due to evaporation, 12, LimJt any grading work within conservation areas to 3-inch maximum cut or fill, with nL roots over 1-inch diameter being cut unless cut by hand or out by specified methotis, equipment and protection. E. MULCHING: Apply 2-inches to 4-inches of wood chips from trirnming or clearing operation on areas designated by the Engineer. F. Tree Pruning shall be oonsidered subsidiary to the project contract price- []- 57 TREE; REMOVAL Trees to be rernoved shah be removed using applicable methods, including stump and root ball removat, loading, hauling and dumping. Extra caution shall be taken Io not disrupt existing ulilltie► both overhead and buried, The Contractor shall immediately repair or replace any damage to utiii#ie; and private property including, but not limited to, water and sewer services, pavement. lenses, walls, 11129-404 SC-46 PART D - SPECIAL CONDITIONS sprinkler system piping, etc., at no cost to the Owner. All costs for tree removal, Including ternperafy service costs. Shall be considered subsidiary to the project contract price and ric addilionaf payment will be allowed, 0- 58 TEST HOLES The matter of subsurface exploration to ascertain the nature of the soils, including the amount of rock, if any, through which this pipeline Installation is to be made is the responsibility of any and all prosfaectfve bidders, and any bidder on this project shall submit his bid under this condition. Whether prospective bidders perform this subsurface exploration jointly or independently, and whether they make such determination by the use of test holes or other means, shall be left to the discretion of such prospective bidders_ ff test borings have been made and are provided for biddees Informatfon, at the locations shown ori the togs of borings in the appendix of this specification. it is expressly declared that neither the City nor the Engineer guarantees the accuracy for the informalion or that the material encountered fn excavations is the same, either in character, location, or elevation, as shown on the boring logs_ It shall be the responsibility of the bidder to make such subsurface inVesligaiians. as he deems necessaty to determine the Mature of the material to be excavated. The Contractor assumes all responsibility for inlerpretaliion of these records and for making and maintaining the required excavation and of doing other work affected by the geology of the site_ The cost of all rock removal and other associated appurtenances. If required, shall be included in the linear foot bid price of the pipe. D- 59 PUBLIC NOTIf=ICATiON PRIOR TO BEGINNING CONSTRUCTION AND NOTIFICATION OF TEMPORARY WATER SERVICE INTERRUPTION DURING CONSTRUCTION Prior to beginning construction on any block in the project, the contractor shall, on a Flock by block basis, prepare and deliver a notice or flyer of the pending construction to the front door of each r aider�ce of business that will be impacted by construction. The notice shall be pre pared as follows: The notification notice or flyer shall be posted seven (7) days pr[or to beglnning any constriction activity on each block in the project area, The flyer shall be prepared on 1heContractor's letterhead and shall inu10de the foliowirig information: Name of Project, DOE No., Scope of Project (i.e. type of construction activity), actual construction duration within the block, the name of the contractor's foreman and his phone number, the name of the City's Inspector and his phone number and the City's after-hours phone number. A sample of the 'pre-construction not1facation' flyer is attached, The contractor shall submit a schedule showing the construction start and finish tfine for each block of the project to the inspector. In addition, a copy of the flyer shall be dellvered to the City IrIspector for his review prior to being distributed. The contractor will not be allowed to begin construction on any block until the flyer is delivered to all residents of the block. In the event It becomes necessary to ternpornrily shut down water service to residents or businesses during construction. the conlrractor shall prepare and deliver a notice or flyer of the pending interruptbn to the front door of each affected resident, The notice shall be prepared as follows: The notification or flyer shati be posted twenty-four-four ( 4) prior to (he temporary interrup Don. The 11yer shall be prepared an the contractor's letterhead and shall include the following Information. blame of the project, DOE number, the data of the interruption of service, the period the interrupllon will take P 1.12Q104 -47 PART D - S.PECIAL CONDITIONS place, the name of the contractor's foreman and his phone number and the name of the City's inspector and has phone number. A sample of the temporary water service intarr�aplion notification is attached, A copy of the temporary Interruption notification shall be delivered to the inspector for his review prior to being distributed_ The contractor shall not be permitted to proceed with interriiption of water service until the flyer has been delivered to all affected residents and businesses- Electro nic usinesses_Electronic versions of the sample flyers can be obtained from the tlanstructlon office at (8 17) 871- 830G_ All work involved with the Notification flyers shall be considered subsidiary to the contract price and no addltional compensation shalt be made. D. 60 TRAFfIC BUTTONS The arernoval and replacement of Iraf€ic buttons is the res portsibilityv of the contractor and shall be considered a subsidiary item, In the event that the contractor prefers for the Si9rlaIs, Signs acid Markings Division ( MD) of the Transportation/Public Works Department to install the markings, lite contractor shall contact SS MD at (817) 871-8770 and M41 reimburse S SMD for all casts inQuirred, both} labor and material. No additlonaI compensation shall be made In the contractor for this reimbursement. D- 61 SANITARY SEWER SERVICE CLEA14OUT Whenever a sanitary sewer service litre is Installed or replaced, the Contractor shall Install a two-way service cleanout as shown in the attechod detail. Clea nouts are to be installed out of high Iraffic areas such as driveways, streets, sidewalks, etc. whenever possible. When it is not possible, the cleanout stack and oap shall be cast iron. Payment for all work and materials necessary for the installation of the two-way service cleanout which are required to provide a complete and functional sanitary sewer oieanout shall be included in the price bid for Sanitary Sewer Service Cieanouts. D- 62 TEMPORARY PAVEMENT REPAIR The Contractor shall provide a temporary pavement repair immediately after trench backfill anc compaction using a minimum of -inches of hot m1x asphalt over a m1nimum of 6-inches of compactor- flex base- The existing asphalt shall be saw cul to provide a uniform edge and the entire Mdlth and length of the temporary repair shall be railed with a steel asphalt roller to provide smooth rideability or the street as well as provide a smooth transition betwc-en the existing pavement and the temporary repair. Dost of saw cutting shall be subsId"iary to the temporary pavement repair pay item. The contrasotor shall be responsible for maintaining the temporary pavement until the pavl% ocntraclor has mobilized_ The paving contractor shall assume maintenance responsibility upon such rnobIlization. No additional compensation shall be made for maintaining the temporary pavement_ D- 63 CONSTRUCTION STAKES The City, through its Surveyor or agent, will provide lo the Contractor construction stakes or other customary rnelhod of markings as may be found consistent with professional practice. establishing Me and grades for roadway and utility construction, and oenterilrwes and banchmarks for bridgework, I v/zoo SC-48 PART D i SPECIAL CONDITIONS . These stakes shall be set sufficiently in advance to avoid delay whenev r practical, One sat of stakes shall tie set for all utility constructlon (water, sanitary setiver, drainage etc_), and one set of exce vatloo for stabHazatIon stales, and one set of stakes for curb and gutter/or paving. it shaII be the sole responsibility of the Contractor to preserve, maintain, transfer, etc.. all stakes furnished until completion of the construction phase of the project for which they were furnished. If the Qty or its agent determines that a sufficient number of stakes or markings provided by the City, have been last, destroyed, or disturbed, to prevent the proper prosecution and control of the work contracted for In the Contract Documents, It shall be the Contractor's responsibility, at the Contractor's - sale expervse. to have such stakes replaced by an indlviduai registered by the Texas Board of ProfesslonaI Land Surveyor as a Registered Land Surveyor. No claims for delay due to lack of replacement of construction slakes gill be accepted, and time will continua to be charged in accordance with the Contract Docurnenls_ b. 64 FA EM E N TS AND PERMITS The performance of this contract requires cert.aln temporary construction, right-of-entry agreements, andior permits to perform work on private property. The City has attempted to obtain the temporary construction and/or right-of-entry agreements for properties where construction activity is necessary on City awned facilities. such as sewer lines or manholes. For locatio5s here the City Was unable to abtaln the easement or rlghl-af-en(ry, It shall be the Contractors responsibility to obtain the agreement prior to beginning work on subject property. This shall be subsidiary to the contract. The agreecnerits, whick the Clty has obtained, are available to the ontraclor for review by coritacting the plans desk at the Department of Engineering, City of Fort Warth. Atso, it shall be the responsibility of the Contractor to obtain written permission from property owners to perform such work as cleanoul repair and sewer service replacement on private property. Contractor shall adhere to all requirements of Paragraph 6-8.10 of the General onIreot Dot�umen ts. The Contractor's attention is directed to the agreement te"s along ith any special conditions that may have been imposed on those agreements, by the property owners. The easements andlor private property shall be cleaned up after ckae and restored to its original ccndition or better. in event additional work room is required by the Contractor, it shall be the Contractor's responsibility to obtain written permission from the property owners Involved for the use of additional property required. No additional payment will be allowed for this item_ The City has obtained the necessary documentation for railroad and/or highway permits required for conslruc#ion of this project, The Contractor shall be responsible for thoroughly reviewing, understanding and complying w4h all provisions of such perrnits{ including obtaining the requisite Insdrance, and shall pay any and all cosh associated with or required by the permit(s). If is the Contractor's responsibility to provide the required flagmen and/or provide payment to the appropriate railroad/agency for all flagmen during construction in railroad/agency right-of-way. For railroad permits. any and all railroad insurance costs and any other incidental costs necessaq to meet the caoditions associated with permit(s) compliance, including payment for flagmen shall be subsidiary to the hid item prig for boring under the railroad. No additional payment will be allowed Cor this Item. D- 65 PRE-CONSTRUCTION NEIGHBORHOOD MEETING After the pre-construction conference has been held but before construction is allowed to begin on this project a public meeting will be hold at a Iocatlon to be determined by the Engineer. The contractor, inspectof, and project manager shall rneel with all affected residents and present the projected c crraa C-49 PART S' D R SPECIAL CONDITIONS schedule, including corsstructlon slart date, and answer any cons#ruction related questions. Every effort will be made to schedule the neighborhood meeting within the two weeks following the pre- construc[ion conference but In no case will construction be allowed to begirt until this meeting is herd. D- 66 WAGE RATES Compliance with and Enforcement of Prevailing Wage Laws Duty to pay_Prevaillrxq Wage Rates,. The contractor shall comply with all requirements of i:hiapter 2258, Texas Government Code (Chapter 2258), including the paymeol. of riot less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258, Such prevailing wage rates are included in these contract documents_ Penalty for Violation_ A contractor or any sub�,untractor who does riot pay the preveilIng wage stall, upon dernsnd matte by lite City, pair to the Gini $60 for each worker emptoyed for eachs calendar day o pari of the day that the worker is paid less than the pravailing wage rates stipulated In those contract doctjments. This penally chalk be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023, Complaints of Violations and City Determir�alion of Good Cause. On recalpt of information, including a complaint by a worker, concerning an alleged violation of 2256.023, Texas Government Code. by a contractor or subcontractor, the City shall make an initial determination, bnforQ the 31st day arter the date the City receives the information. as to whether goad cause exists to believe that the violatlon occurred, The City shall nolify in writing ttie contractor or subc ontraotor and any affected worker of its initial determinatlork. Upon the City's determination that there is good cause to believe the contractor or subcontractor has violated Chapter 2258, the City shall relain the full amounts clalmed by the claimant or olairnants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being zubtracted from successive progress payments pending a final determinalion of the violation_ Arbit{alion,Rp%ired if.Vial alio.n Ido[ Resoived. An issue relating to an alleged violation of Sectbn 2250.023, Texas Government f=ade, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration In aci--ardance with the Texas General Arbitration Act {Article 224 at seg., Rev[sod Statutes) if the contractor or subcontractor and any affected worker do riot resolve the issue by agreement before the f 6th day after the date the City makes its initial determil na tion pursuant to paragraphs (c) above. if the persons required to arbitrate under this section do not agree on an arbitrator before the I Ithr day after the date that arbitration is required a district court shall appoint an arbitrator on the petition of any of the persons, The City is not a party In the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court or cornpeten jurisdiction. Records to be Maintained. The contractor and each subcontractor shell, for a period of three ( ) years following the date of acoeplanoe of life work, maintain records that slow (i) the name and occupation of each worker employed by the contractor in the construction. of the wart provided for In this contract; and (ii) the actual per dlem wages paid to each worker. The records shall be open at aft reasonab le hours for Inspection by the City. The provisions of the Audit section of these contract documents shall pertain to this inspection. (t wee SC-50 PART D - SPECIAL CONDITIONS Pay..Fslimates. W i th each partial payment estimate of payroll period, whichever is less, the contractor shall submit an affidavll stating that the contractor has complied with the req ulremenis of Chapter 2258, Texas ovemment Code. Pasting of a-ge Rales. The conifactor shall past the prevailing wage rafas in a conspicuous place at the site of the project at all times. _ Subcontractor Compliance. The contractor small include in its subcontracts andfor shall otherwise require all of its subcantractors to comply with paragraphs (a) through (g) above. (Wage rates are attanhed at the end of this section,} (Attached) D- 67 REMOVAL AND DISPOSAL POSAL OF ASBESTOS GEMENT PIPE A. It is the intent of the city or Fart Werth to comply with the requirements of the Asbestos National' Emissions Standards for Hazardous Air Pollutants (NESHAP) found at 40 CFIR Part 61, Subpart M. This specification will establish procedures to be used by all Excavators In the removal and disposal of asbestos cement pipe (,SCP) in ccrrnpliance with NESHAP. nothing in this specification serail be construed to void arty provision of a contract or other law, ordinance, requla(ion or policy whose req uireman ts are more stringent. B, ACP is defined under NESHAP as a Category Ill. non-friable rniteria it in Its intact state but which may become friable upon removal, demolition acid/or disposal, Consequently, if the rernovall disposal process renders the ACP friable, it is regulated under the disposal MgUirernents of 40 OFR 61,150_ A NESHAP notifiralion must be flied with the Texas Department of Health. The notification must be filed at least ten days prior to removal of the rnaterial_ If it remains in its rion - fdaible state, as defined by €ate NESHAP, it can be disposed as a conventional construction wash_ The Environmental Proteclion Agency (EPA) defines friable as material, when dry, which may he crumbled, pulverized or reduced to powder by hand presstires, . The Generator of the hazardous material Is responsible for the Identlfloation and proper haridlIng, transportation, and disposal of the material. Therefore, it is the policy of the City of Fort Worth that the Excavator is the Generator regardless of whether the pipe is friable or not. IJ. It is the intent of the Cily of Fort Werth that all ACP shall be removed in such careful and prurient manner Thal it remains intact and does not become friable, The E=xcavator Is responsible to employ Ihose means, methods, techniques and sequences to ensure this result. E. Compliance with all aspects of worker safety and health regulations including but not limited to the OSHA Asbestos Standard is the responsibility of the Excavator_ The City of Fort Worth assunnes no responsibllily for compliance programs, which are the responsibility of the Excavator. (Copy of fofrrrs atlachad) F, The removal and disposal of ACP shall be subsidiary to the cost of inslling the raw pipe unless otherwise stated or indicated on the project plans or contract documents. 1112"4 -51 PAIN D - SPECIAL CONDITIONS D-68 STORM WATER POLLUTION PREVENTION (FOR DISTURBED AREAS GREATER THAN 1 ACRE) PERMIT- As defined by Texas Commission on Enviranmental Quality (TCEO) regulations. a Texas Pollutant Discharge Elirninaflon System (TPOI S) General Construction Permit is required for all construction activities that result In the dlsturbarice of one to fivo acres (Small oanstwction Activily) or five or more acres of total land (Largs Construction Activity), The contractor is defined as an diaperatof" by state regulations and is required to obtain a permit. Information concerning the permit can be obtained through the Iriternet ani http 11www.Inrcc.state,tx.vsiperml tinglwater peradw permiconstfuct.htm1. Soil stabilization and structural practices have been selected and designed in accordance with North Central Texas Council of Covernmer}ts last Management Practices and Erasion Control Manual for Construction Activilies (13IuiP Manual). This manual can be obla,ined through the Hemet at www_dfwstorm ater,com/runoff_himl. Not all of the structural controls discussed in the BMP Manual will necessarily apply to this project. Best Management Practices are construction management techniques that, it properly utilized, can minimize the nead for physical controls and possible meduce costs_ The methods of control shall result in minirrium sediment retention of not less than 70%. NOTICE OF INTENT (NOI). If the project will result in a total land disturbance equal to or greater than acres, the contractor shall sign at the pre-wrisiruction meeting a TOEQ Notice of Intent (NOt) form preparers by the englneer. It serves as a notification to the TCEQ of construction activity as well as a commitment that the contractor understands the requFremenis of the permit for stomp water discharges frvrn cansiruc#inn aciivitiss and that measures will be Taken to implement and maantain storm water pollution prevention at the site. The NOI shall be submitted to the T EQ at least 48 hours prion' to the contractor rnoving on site and shall include the required $100 application fee. The NO) shall be mailed to. Texas Commission on Environmental Quality Storm Water & General Permits Teem; MC-228 P.O_ Box 13G87 Austin, TX 78711-3087 A copy of the NOI shall be sent (o, City of Fort Worth Department of Environmental Management 5000 IVILK Freeway Forl Worth, TX 76119 N OT IG E OF TERMINATION fNOT), For all sites that qualify as Lerge Construction Activity, the contractor shall sign, prior to final payment, a TCEQ Notice of Termination (NOT) form prepared by the engineer. It serves as s notice that the site is no longer suhject to the requirement of the permit, The NOT should be mailed to, Texas Commission on Environmental' Quality Storm Water & General Permits Team, M 22 P.O. Box 13087 Austin. TX 78711-3087 TORR WATER POLLUTION PREVENTION PLAN f VVPP , A document consisting of an erasion control and toxin waste management plan and a nafraiive defIning site pawn etem and technlques to r yrs PART D - SPACIAL CONDITIONS be ernployed to reduce the release c sed Iment afId pollution from the construction site_ Five of the project SINPPP's are available For viewing at the plans desk of the Dopartment of Engineering. The selected Contractor shall be provided with Three copies of the SWPPP after award of contract, along lth unbounded copies of ail forms to be submitted to the Texas C ofmmissiorr on Environ ramal Quality. LARGE CONSTRUCTION ACTIVITY — DISTURBED AREA EQUAL TO OR GREATER THAN b ACRES. A Notice of Intent (NOi) form small be completed and submitted to the TCEQ Including payment of the T EC} required Fee. A SWPPF' that meets all T EG? requirements prepared by the Engineer shall be prepared and implemented at least 48 hours before the commencement of ccnstruction activities. The SI PPP shalf be incorporated into in the cantracl documents_ The caritractor shall s4bmR a schedule for imp lementabon of (he SVV PPP. Deviatic ns fram the pram must be submitted is the engineer for approval. The SVVPPP is not warranted to meet all the conditions of the permit since the actual construction activities may vary from those anticipated during the preparation of the SWPPP. Modificatiens may be required to hilly conform to the requirements of the Permit The contractor must keep a copy of the most currenf SWPPP at the cow4ruction site. Ally all rations to the SWPPP proposed by the contractor must be prepared and submitted by the contractor to the engineer for revfew and approval, A Notice of Termination (RIOT) form shall be submf#ted within 30 days after final stabilization has been achieved an all pOrtianS Gf the site that Is the responslbilfty of the perrnittea, or, when anothsr permitted operator assumes control over all areas of the site that have ri of been finally stabif!zed_ SMALL r,OMSTRU TI N ACTIVITY- DISTURBED AREA EQUAL TO OR GREATER THANON E Acrd~ BUT LESS THAN FIVE ACRES: Submission of a alai form is riot required, However, a T EQ Site Nol.ice form must be completed and posted al the site. A copy of the completed Site Notice grist be seat to the City of Fort Worth Department of Environmental Management at tyre address listed above. A SWPPP, prepared as described above. shall be implemented at least 48 hours before the conimencernenl of construclion activities. The SWPPP must include desc:rlptions of control measures necessary to prevent and conlrol sail erosion, sedimentation and water pollution and WN be Included in the contract documents. The control measures skull be installed and maintained throughout the construatfon to assure a fective and continuous water pollution ccritrol_ The centrofs may Include, bul riot be limited to, sill fences, straw Date dikes, rock berMS, diversion dikes, interceptor swales, sediment traps and basins, pipe slope drain, Inlet protection. stabilized construction entrances, seeding, sodding, mviching, soil retention blankets, or of her structural or non-structural storm water pollutlan controls. The method of control shall result in a minimurn sediment retention of 70% as defined by the N T O "BfvlP Manual.' Deviations from the proposed conVal measures must be submitted to the engineer for approval. PAYMENT FOR PPP IMPLEMENTATION- Payment small be made per lump sum as shown on the proposal as full compensation for all items contained in the project SWPPP. D-69 COORDINATION WITH THECITY'S REPRESENTATIVE FOR OPERATIONS OF EXISTING WATER SYSTEMS It is the Contractor's responsibility to coordinate any event that will require connecting to or the operation of an cxlsIin9 twlty water IIne system with the City's rep resenlative_ The Contractor may obtain a hydrant water ineter from the Water 0epartmeni for use during the life of named project. In Ihe avent the Contractor requires that a water valve on an existing live system be turned off and on to accommodate the construclion of the project, the Contractor must coordinate this activity through thn appropriate City representative. The Contractor shall not operate water line valves of existing +gator systern. Failure to comply will render the Contractor In violation of Texas Penal Code Title 7, Chapter r 1,?� 4 SC-53 PAIN D - SPECIAL CONDITIONS 28.03 (Crlmirial Mischief) and the Contractor will be prosecuted to the full extent of the law. In addition, than Contractor will assume all liabilities and responsibilities as a resell of these actions. D-40 ADDITIONAL SUBMITTALS FOR CONTRACT AWARD The City reserves the right to require any pr"uaIified con tractor who Is the apparent low bidders) for a project to submit such additional information as the pity, in sole dlscretlon may require. including but not limited to manpower and equipment records, information about Otey personnel to be assigned to the project, and construction schedule, to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to deliver a quality product and successfully complete projects for the amount bid within the stipulated time frame. Eased upon the City's assess na rt of the submitted Information, a recommendation regarding the award of a contract will be made to the City Council. Failure to Submit the addilion a] information if requested may be grounds Cor rejecting the apparent low bidder as non- responsive. Affected contractors will be not Ifled in writing of a recommendation to the City Cnunclt, 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 notlfled of unsatisfactory performance and/or of failure to maintain the cenlrect schedule, the following process shall be applicable' The work progress cn all construction projects will be closely monitored_ On a bi-monfty basis the percentage of work completed will be compared to 11149 poruentagr of Urne charged to the contract. If the arnount of work performed by the contractor is less than the percentage of lime allowed by 0% or more (example: 10% of the work completed in 30% of the stated contract time as may be amended by change order), the fallowing proactive measures will be taken- I, A letter will be mailed to the contractor by cerlifiied mail, return receipt requested demanding chat. within 10 days from the date that the letter is received, it prov!de sufficient egU[prnent., materials and labor to ensuro completion of the warm within the contraci lime. In the event the contractor receives such a lette{, the contractor shall provide to the City an updated schedule showing how the project will be completed within the contract time. _ The Project Manager and the Directors of the Department c)f Engineering, Water Department, and Department of Transportation and Public Works will be made aware of the situation. If necessary, the City Manager's Office and the appropriate city council members may also be Informed, Any notice that may, in the City's sole discretion, be required to be provided to Interested individuals will distributed by the Engineering Department's Public Information Officer. 4. Upon recelpt of the contractor's response, the appropriate City deparlments and directors will be notified. The Engineering Department's Public Information Officer will, if necessary. then forward updated notices to the interested lndividuals, 5. If the contractor fails to provide an acceptable schedule or fails to perform satisfactorily a second time prior to the completion of the contract, the bonding company will be notified appropriately. PART D - SPECIAL CONDITIONS D-72 AIR POLLUTION WATCH DAY The Contractor shall be required to observe the following guidelines relating to working on City construction sites on days designated as "AIR POLLUTION WATCH DAYS". Typically, lire OZONE BEA ON, within the Met roplex area, runs from May 1, through OCTOGER 31, with 8.00 a.m. - 10.D0 a.m. being crit caul BECAUSE EMISSIONS FROM THIS TIME PERIOD HAVE ENOUGH TIME To BAKE IN THE HOT ATMOSPt- ERE THAT LEADS TO EARLY AFTERNOON OZONE FORMATION. , The Texas Commission on Environmental Quality (TOE{ ), in coordination with the National Weather 5efvice. will issue the Air Pollution I aitch by 3,00 p.m. on the afternoon prior to the WATCH day. Ctrl d4asignated Asir Pollution Watch Days, the Contractor shall bear the responsibility of being aware that such days ha v8 been designated Air Pollution Watch Days and as such shall not begin work until 10;00 a.m. whenever construction phrasing requires the use of motorized equipment for periods in excess of I #your. However, the Oonlractor may begin work prior to 10,DO a.m. if use.of motorized equipmGM is fess 1han 1 Dour, or if equipment is new and certified by EPA as "Low Emitting", or equipment burns (Atra Low Sulfur Diesel (UL D), diesel eniulsions, or alternative fuels such as OIVO, If the Contractor Is unable to perform continuous work for a period of at least seven hours between the hours of 7.00 a.m, - 6.00 p.m,, on a designated Air Pollution Watch Day, that stay will be considered as a weather day and added onto the aliowable weather days of a given month_ D-73 FEE FOR STREET USE PERMITS AND RE-INSPECTIONS A fee for street use permlts Is in effect. In addition, o separate fee for re-inspections for parkway c onstructlon, such as driveways, sidewalks, etc., will be required. The fees ars as follows: 1. The street permit fee hs $50.00 per permit with payment duo at the time of permlt application. 2. A re-inspection fee of $25.00 wW be assessed when worst for wNch an inspection called for is incomplete. Payment is due prior to the City performing re-inspection. Payment by the.contractor for rill street use perraIts and re-In spec#ions shall be considered subsidiary to the contract cost and no additional compansatlork shall be made. I Irl - 5 PART D - SPECIAL CONDITIONS ORT WORTH aoZ MO, xxAX[ NOTICE OF TEMPORARY WATER SERVICE 119TIEFtRUP'' ION DUE TO U'riLM IMPROVEMENTS IN VlDXJR E+EIGH"ORHOOD. YOUR WATER SERVICE WILL BE LNTURRUPTFU ON BETWEEN TRY FOURS OF AND IF YOU HAVE QU F.STIONS ABOUT THIS$11 UT-ORT, PLEASE CALL: MR- AT (C{ NTRAC TORS 5UPERINTENDF I) (MLEFno1YE Num PER) OR MR. AT (CrrV]EMSIECTOR) (TiLEFRONE NUMOPP,) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBIX. THANK YOU, CONTRACTOR 11/29/04 -56 PART D - SPECIAL CONDITIONS F TEXAS DEPARTM RNT OF HEALTH 2532TDEMOLITION I RENOVATION " a*+" NOTIFICATION FORM r N{7TE-.CiRGLEITE M6Tt[AT ARE AMENDED #' 1) H NOTIFICATION# 0 11 AbLutnmei`4 ContrZctor,_. "fO>-i UGE"50 Nu;nb9r- i Add-on: City, State F Qr lra PhonA Number.U I., Jub Site Phone Number. Sibs 5 Ipemmor MR Lkenm Nombpr. - Sits&,pnri*Wr- T€►H License Number i TralrtW Qac-S lie HESHAP indlvidu$I_. CuMWtiwi Data: vorrolluan Contrantar; Qrflco Phona Number n Addrratis; __ s[atci:,Zlp:_ I y 2) PMjacl C,0=000 or Uy eraiar. MH Ucar&a Nuitlbgr _ Mixting Address: fl Clty, Sla#�: CMcc PhonD Number:� I T 3) F6cI'Ityr owne"7: H Aittentkrk, MaAingAdrfrr s; OlI3r sWe: ziipt _O1mtvPhorteNumber( I "NOW,Ttrs imWcr for dig notil4r atlan too W1 11 ba sant to 1110 ownarof the hu ti oo sold ltho blIMaACk addfus for 0s h wane vrill Ew [7 obtolnud fmin 601Afprmalion MOO Is pfovid6d In thlr.aecitnn. 4) Demdptlnn or Faculty Nin me E IFhysiul Addre5s; a4rrtit* Fbcl1ltyPjitwie N.unftomrlf ) _ Peol t3+Cortisolt F amr A Prior Use" IFialirre I1s+Fr IP Age of Eultd1 Fac1I11yl 1g"=------Ntjrnbor of Sc hoaf(K-12), D YI±S ❑ t4a r3 E) Typo of Ylrark: Cl Don10111514r) ❑ Renovation(AbatomGno Cl /utrmal ConvpHdoW T Work Wil be during Ll I)ay n Evonhg 0 Mgtlt pbmad ph*60 0 Doucripliall of work schgsd4e, _ NI (r} is Us a Puri fe f flidlno7 p YES U NO Weral Fad IW2 DYES L3 NO IlndustfFall Soto?0 Yes R No L NESHAP-Only FucinW ❑ YES ❑ No la EhAdIngfiFaimllityO=VT6ff� J YES LI FAD L 7) Neuf r atlon Type CHECK ONLY ZONE f.1 Original(18 Working Days) ❑ OantalfaUav ❑AnicadinanI ❑ Erncrgencymrtlnrnd I a It thIc it an amwritkn lt,iAft 1'1 arinendtrlelit riumbor Is U167,,,,,(anciam copy of arig Vol ancrtoi'Iasi afntmdirtetrt) It en umerlp nay,who did you talk with all.TOM Emefgancy#: Date find Hair of PmemgnrKy4Ri-iW WGDUY-Y): + Dncriptio n of ihn sirdUon,wexpertted event Isfid explonati n of haw the event caFased unsare caari&Icm!D or WaaW taeilse 4. QgkApravn1 dentago(cwpuliws.miscN Tory.Qts -r1 ❑ } i f-c-roptlon at prcaectures to he(allowed to the eSvenl Ghat unexpealad asbbston it 1=aund Dr prw*uuly non-rriokbf4 ` vaW-JIas maloMal Womnes crumbled,pLA'Weil zed.a mdVud to pumder: 6 U) Was an Ae#reslos survey pMorrnetl7 U YES U NO Mo. I f 10H.lnulnftpr Uoenoe No, AALoyiival method-,r3 PLM EI.TEM 0 Assorn@M TOFF Labawalacy Lkenstr Na. H IPar TAHr-A put is buWnp)prgfiWt_on aazumpiiom fnust be made by m TDA#IJIE6nned Inspr�cter) 10} Dawr.'•p;iars of plsnnk domoildon eir rennemtlrm wws,typq of material,=0 nie iod(s)to W+.r$40; 11) f 96alptbn orw4rk prooliwe rind erialneeling ixTitfc7:s to Im uspA Irk prevent atnloaions of msbestiss M fire tremo11llonlrerlowmli05: r 11 alo I SC-57 PART D - SPECIAL CONDITIONS 1?} ALL appl'cable Itam& IrtIne fwamrrg lade rwmi be compkrwd: IF NO ASBESTOS PRESENT CHECK HERE L, Appraxlmote*mount of Chuck unit of mmmunem*ni Albmilbnig•Gontaining 1301dirr4 Meited0 Aecbfttou Type F'Jpfra Svrfoc-aArua Ln Ln SQ $Cl Or Cu Fl M F1 M Ft tut RACM to ba romoveyJ RACMNOT rrimo+rad Interior Catagwy S non-frtahlo rame3vad ExUwii)r Category I rrr- r, ata{errl . os'ed GBtegury I ncLn-frlalale NOT fbmavod Inzd�rlpr Cri o 11 r10fs-Friable re�navad prior G2b;nory II non-Mable mmorved Ccr` Il nor,-rd.Bble NOT remowe.:i RACM 01f-r-aol�ly rarrmpadiant 13) Weoto Trawwrfer Nwne' TPP Licanaa NuMber. Address: city, Stale: _Ztp, GwlarA Peru on; Rwma Numbwr, 14) Was[a 0Ifipneal S�Rii Narrre- Address= Cily.. eta= ZIP: Tdaphone:Lam_ TNRCC Permh Nwnber- 15) For struclurelly unsound tncllltles,s±1tath a Wy iftr rlenYr iWan nyder and:¢r}ntify Governmental OM01 u}be1w. NacosF I tratlun 140" -911w. _ Dale of urder{MMDD1YY}_f I Carta uWar to begin{Mi,'lIDO Y ) I I 16) 5rheduW Dates of AALVnlos Atlalmen(MWOCAFY) Staff J f CanpteID: f 1. 17) Sche lrklP4[39Iiee Demof+llonRertovntian(MMlODNY) Steri, 1_. _ _ Complete: Hate:irihr,atrrl do[a on this naeiflratian can not ba nal,tha TDH Rrgicnal or Local Progriwm ofHca dfust hQ cauurctad by plinn 4 prl4r Ig th*� 4aie, Feilur�to d�iiu is a vfClpi34ri ffi*GCo�'d+nC+D 19 7#4}iP+av Sa#!un�r��.�1. I h aroby ceriify t�l la11 Inf nrniatian I hmve provided lis carred,mmplele*and wo io tha hesl of my knffwleCgo 1 svkowWdSe That!lull rfsponrlb Ie far al I oetp amts of iha ootific&Ucin inrm, kirrludft but rYal Ilrnlifng,cvntenl{7rrd 19UhR13851an daths. Ths n12XfMum PBUOI�y 6 S 10,004 par day per wiq W$ w. f 1 (SiDaalum of Bu Ildfnq Owned Opumtor (Rrinlnd Nsrne) (00061) [Telephone) orWopated ConsAharWConeact6r) (Fax Number MAIL-TO= ASSE 70SND7IF1�14t1O1VSSCIv�lQN TO=SUBSTANCES CONTROL DIVISION TEXAS DEPARTMENT 4F HEALTH °Faxas tre rpei actaprae IQ BOX 143536 EF*kvsam nDf a coptrrd* AUSTIN,TX 78714-3530 P14=fi12-834.6WO, 1-8004572-"40. farm AFW,def-9d 07125M , ROP1600:3; WH furl Mod MOM.Foreasfdanm b?Gom0,0rr-9 Alyro,calf f- k572,5549 T}128!04 -59 Compliance_with and Enforcement ofPrevnilingW e Uws (a) Duty to pay Prevai Iing Wage Rotes. The contractor shall coin ply with all requirements of Cha 2258, Texas Goveminent Code(Chapter 2258), including the payment of not Im than the ratc"s determined by the Gity cowiciI of the City of Fort Worth to he the prevailing wage rates ire a rclan"wit} Chapter 2258, Such prevailing wage rates are included in these con traut docurnunts. (b) Penalty for Violation. A contractor or any subcontrdctor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City$bit} for each worker employed for each calendar clay or part of the day that the worker is paid less than tha prevailing wage rates stipulated in these contract documents. This penalty shall be re;tainod by the City to offset its ad miaistrative costs, pursuant to Texas Govvrntnent Code, 2.258.023, (c) Comp]ai€its of Violations and Qy Detern ination of Good Cause. On receipt of inforrmadon, including a complaint by a worker, concemi€g an alleged violation of 2258.023, Texas Goverriment Code, by a contractor cr subcontractor, the City shall make an initiai determination, before the 3151 day ufler the date the City receives the information, as to whether gond cause exis#s to believe that the violation occurred. The City shall notify in writing the oon tractor or subcontractor and any affected worker of its initial de. rmination. Upon the City's determination that there is good cause;to believe the contractor or subcontractor has violated Chapter 2258, the City shall ratain the UI amounts claim by the claimant or clalrriants as the: difference between wages paid and wages due under the prevailing wage rate:,:, such amounts being subtracted from successive pi-ogress payments pending a final de u urination of the violation, (d) Arbitration Required i f Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Tetras Crovernmen� Code, including a penalty owed to the City or an affeoted worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the contractor or subcontractor and a,ty affected worker do not resolve the issue by agreement before the 15th clay afta the date the City makes its initial dotcrminatiorn pursuant to paragraph (c) above. If the persons required to wbitrate under tWs section do mot agree on an arbitrator before the 1.1 th day after A date that arbitration N required, a district wuft shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The ideci s ion-and award of the arbitrator is final and binding on all parties and may be etnforoW in any oDurt of ccnrnpeten€jurisdiction. (e) Records to be.Maintained. The contractor and caeh subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the contractor in the conAmetiosn of the work provided for in this contract; and (ii) the actual per diem wages paid to car-Jt worker. The records Oha.11 be, raper, at a?I reasonable lie urs for inspoaiun by the City. The provisions of the Audit section of thu-se con documents shall pertain to this inspection. (f) Pater Estimates. With each partial payment estimaw or t aymll poria i, whichever is less, the contractor shalI submit an affidavit stating that the, contracWr has complied with the requirements of Chapter 2258, Texas Govemment Code. (g) Posdn of Rates. Tice contractor sliall post the prevailing wage rates in a - conspicuous place at [lie site of the project a[ all times, (h) S ubcontraetor Compliance. The wntractor shalI include in kts subcontracts angor shalI otheMse require all of its vubcoanut tors to comply with paragraphs (a) through (g) above. AAyofF r � - I0FI ' Ctessllisations Hrly Etta Hrfy Efts Air Tooi Operator $70.09 Scraper Operator $11_+42 Asphalt RQker $11.41 a Me Ues $12.32 Asphalt 5hovalsr MAO Sip Farm Machine Oparalor $12.33 Asphalt DIslrfbuW0-pFrator $13.51) Spreederl3o)iOperator $10,97 Aksphall Poving Machine Operator $12.78 TFICbr operelor,Crawley Type $12.60 8atchIng Plant Weigher $1 AS TracloF operator, Phournatic $12.91 Broom or Svmepar Operalx :6 .86 Traveling M Ixer Operator $12.03 Bvllrlozflr pperalar $13.72 Truk f dear-Single Axle j lght} sl Q.9fi Csrp®nter(Rough) 1x12.80 TnIck braver-Single Axle(Heavy) $11.47 Cionc role F4nlsher-Paving $92,55 Truck Driver-Tandem Axle Ssml-Trailer $11.75 Cancrere FTnlshar-Struolurers $13.27 TWO(Driver-Lowbay&baal $14.1)3 Concrete g$Vang Garbing Meeh.'QJ7ef. $12.00 Tfuak Driver-Trenalt IVIJx $12.013 Concrete Paving Firgishfng Mach, Oppr, 513,63 Wagon Drill, Doring Machfne, Post Hole Odder 14.OD Concrete Laving,Joint Senior Aper. $12,5n Welder 613.57 Cororrete Pavfnp Saw Oper, 513.56 Work Zone Sowoale Servioor S ID.V9 Oonarele Pavlryl Spreader Oper. $14.531 Cancels Rubber 514.61 Crane,Clamshell, Bar;khoe, Dardrk.WaghRe,Sliavel $14.12 EleWciarr 616,12 Flagger $9.43 Form Budder-Ctrudmres $11,63 Form utter-Paving&Curbs $11.85 Foundiatlon brill[Operator.Crawler Motmmted $13.67 Poundatlon drill Operstw.'!'ruck Mounted $16.30 Front End Loader $12.62 4 abomr-CcFmrmn $9.18 1_0130rur-UINity $10,65 Mechanic $16,97 Mllling Machine Qp'@F3t4F,fine Grade $11,193 Mlxar Operator $11,5$ Motor Grader OpeFator!Fine Ofade) $15.24 Motor Grades Operator, Rough Oiler $14.50 Painter.Slruvur $13.77 Pavemani MafkIng Machlole Oper. 81fl_44 Pipe Layer $11,04 Rc9ter.Steel Wheal Runt-Mix Pavemerils $11.28 ROW.r,Steel Wheel Other Flalwhoel ar Tomplrq $10,92 Rifler, Pneumallo,Self-Prapolled Scraper $11.07 Rafnforeing$Ice[Setter(Pavhp) $14.88 aFnfoming Stw)l Setler (Stri,clure) $15.29 PART DA ADDITIONAL SPECIAL CONDITIONS PAIN' DA - ADDITIONAL SPECIAL CONDITIONS DA-1 AWARD OF CON'1'12ACI' FOR PROJECTS WITH MULITPLE UNIT .............4 RA-2 PIPELM REHABILITATION CURED-IN-PLAIT PIPE-(OMITTED).............A DA-3 PIPE ENLARGEMENT SYSTEM-(OMITTED)..................+...+....................+............4 DA4. FOLD AND FORM PIPE-(OMITTED)........................ . .. + ,+. ... . + ++., ......++........+..4 DA-5 SLIPLINI G-(OMIT I'Eb).......................+..,,....+..+...,,+..............+...++...............+..............4 DA-6 PIPE INSTALLER BY OTHER TU AN 0PEN CUT.,..+.....+..,+.........................+........4 DA-7 TYPE OF CASING PIPE...............................................................................................7 DA-8 SERVICE LINE POINT REPArR 1 CLEANO T REFAIW(ON TTED) ..............8 DA-9 PROTECTIVE MANHOLE COATING FOR CORROSION PROTFCTIo ....+..8 IIA.-1.0 MANHOLE REHABILITATION-(OMITTED).....................+.......................... .....+10 DA-1 I SURFACE PREPARATION FOR MANTfOLE REHABILITATION-(OMITTED) i 10 DA-12 INTERIOR MANHOLE COATING- MICROSILICATE MORTAR SYSTEM- (ONUTTED) ........................................++.......,.....++....+...++...+...++...................++...+....+...+............. 10 DA-13 INTERIOR MANHOLE COATING - QUADEX SYSTEM-(OMITTED)............. I 1 DA-14 INTERIOR MANHOLE COATING SPRAY WALL SYSTEM...........................11 DA-15 INTERIOR MANHOLE COATING - RAVEN LFNIKG SYSTEM ...++...........++.....13 RA-16 INTERIOR MANHOLE COATING. PER1tNSEACAST SYSTEM WITH EPDXY LINER-(OMITTED) ..+....+...+........+...............+........................................... . ..................... ....,.....1 f DA-17 INTERIOR MANHOLE COATING-STii ONCSI+SAL-SYSTEM-(OMITTED),..16 DA-18 RIGID FIBERGLASS MANHOLE LINERS-(OMITTED).....................................E6 DA-19 PVC LINED CONCRETE WALL RECONSTRUCTION-(OMITTED)............... 1 DA-20 PRESSURE GROUTING-(OMITTED)..++...++..+...+.............+.......................................16 DA-21 VACUUM TESTING OF€tEHARILITATEDMANTIOUS..... :..:. .:.+++....,:.....+....1C� DA-22 FIBERGL SS M N110LES-(OMITTED) ...+.,.+...+..,+++.....++...........++......++++.....++.......+19 DA-23 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES .....+., 19 DA-24 REPLACEMENT 0T CONCI TE CURB AND GUTTER...................................20 DA-25 PREPLACEMENT OF " CONCRETE DRIVEWAYS...................................:.+......20 DA-26 'REPLACEMENT OF H.M.A.C. PAVEMENT AND BAS -(O1IUITED).............21 DA-27 GRADED CRUSHED STONES-(OMI.TTED) ....+....+....+.+....+...+.................+......:....,.,21 DA-28 WEDGE MILLING 2" TO 0t' DEPTH 5.0' 'VIDE-(011'il'I"I;ED),.......++...........++..+.2] DA-29 BUTT JOINTS - M)€LLED-(OMITTED) ...................+......+............++..++.....+..............+21 DA-30 2" H.M.A.C. SURFACE COURSE (TYPE "Dt" ACIX)......+.....................................+21 DA-31 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER..............................++..2 DA-32 NEW 7" CONCRETE VALLEY GUTTER...............................................+..............22 DA-33 NEW 6" STANDARD WHEELCHAIR RAMP........................................................23 DA-34 8" PAVEMENT PULVERIZATION'-(OMITTED)+.....++......................................x...24 DA-35 REINFORCED CONCRETE PAVEMENT OR BASE (UMITY CU I)- i (OMITTFD) ..................................................................+.,............+++..,,+.........+............................+....24 DA,36 IUU SED PAVEMENT MARKERS 4 ...;........+.......+....+.........++....+...+.......++...++..........++.....24 DA-37 POTENTLkLLY PETROLEUM CONTAMINATED KATERLkl,HA DLING- (Q TTTED) ......................+..,,.......+...........+...+........++...+...+....+..+....+.......................++.......................+2.4 Dpi-38 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED 01,(O ITTED) ....................+...+...+++....+...+....+....+........................................+...................++.......24 i r� ASC-1 PAIN D - ADDITIONAL SPECIAL CONDITIONS DA-39 ROCK RTPRAP - GROUT- FILTER FABRIC-( M=D).................................24 DA40 CONCRE'T'E R[PRAP(OMITTED) ..........................................................................24. DA41 CONCRETE CYLINDER PIPE AND FITTINGS-(ON T'TED) ............................24 DA42 CONCRETE PIPE FITTLNGS AND SPECL�iLS-(OMI.TTEI>►).............................. 4 DA43 UNCLASSW IED STREET EXCAVATION-(ONUTTED).................................,.....24 DA44 6" PERFORATED PIPE SUBDRAIN-(OMITTED).................................................24 DA45 REPLACENMNT OF 4" CONCRETE SIDEWALKS .............................................24 DA46 RECOMAILENDED SEQUENCE OF COQ,i 'I'RUTON-(OAHTTIRD).................24 DA47 PAVE MIENT REPAIR EN PARKING ........... .. .............. . . .. . ....... ...... 4 DA4EASEMENTS AND PERMITS.................................. .. .. .. ... . .... ... ................... 5 DA49 MOIDWAY I E UII1:_Ii;I1 MNTSAONfITTED). ................... ........................................25 DA-50 CONCRETE ENCASEMENT ........................................... . . .. . ...... .......................25 DA-51 CONNECTION TO EXISTING STRUCTURES......................................................25 DA-52 TURBO METER WITH VAULT AAIB BYPASS INSTALLATION-(0MTrMD) 5 DA-53 OPEN FIRE LINE I TALL ATIONS-(O lTSI'ED)...............................................25 DA-54 WATER SAMPLE STATION.....................................................................................25 DA-55 CURB ON CONCRETE PAVEMENT.......................................................................26 DA-56 SHOP DR WINGS.............................................................. .......................................26 DA-57 COST BRE AKD+O N................................................................................................. ? DA-58 STANDARD STREET SPECWICATIONS H.M.A.C, OVERLAY.........:..............27 DA-59 H.M A.C. MORE THAN 9 INCHES DEEP............................................................... -8 DA-60 ASPHALT DRIVEWAY REPAIR.................. .. .. ........ .... ... , ......... , . ........ . . , .i8 DA-61 TOP SO I I,...............................................................I....................................................28 DA-62 WATER METER AND METER BOX RELOCATION AND ADJUSTMENT....28 DA-63 BID QUANTITIES............ ....... DA-64 WORK IN HIGHWAY RIGHT OF WAY-(OMITTED),,,,,,,,,,„ ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,29 DA-65 CRUSHED LUAF TONE (FLEX BA L+') .................................................................29 DA-66 OPTION TO REE ..................................................................................................29 DA-67 NON-EXCLUSIVE CONTRACT...............................................................................29- DA-C8 CONCRETE VALLEY V GUTTER-(O 'Ili'TEA).......................................................2 DA-69 'TRAFFIC BUTTONS-(OMI TED) ...........................................................................29 DA-70 PA EMIINT STRIPING-(OMITTED)......................................................................29 DA-71 H.M.A.0. TESTING PROCEDURES ........................................................................ 9 DA-72 SPECTRCATION REP RENCES.............................................................................30 DA-73 RELOCATION OF SPRINKLER SYSTEM BACK-FLOW PII VE TER/CONTROL VALVE AND BOX-(011 1'ITED)..........................x......................30 DA-74 RESILIENT-SEATE11) GATE VALVES....................................................................30 DA-75 EMERGENCY SITUATION, JOB MO +-TN4(O]4'InTCD).....:..........:..................30 DA-76 1 ” & 2" COPPER SERVICES.................................................»..............................30 DA-77 SCOPE OF WORD{UTFL, C T).(OMITTED)....................................:..................30. DA-78 CONTRACTOR'S RESPONSTBILTY L. CUT)-(OMITTED).......................30 DA-79 CONTRACT TrME (UTTL. 'UT)-(O11r YJrTED).......................................................31 DA-80 REQUIRED CREW PERSONNEL & EQUIPMENT (UTIL. CUT)-(0MITTFD)31 DA-81 TIME ALLOWED FOR UTILITY CUTS (LYrIL. cVT)-(bmnTED)..................31 1 fJM04 ASC-2 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-82 !LIQUIDATED DAMAGES (UTIL. CUTS-(OA+IE'1"TED)..........................................51 DA-83 PAVING REPAIR EDGES (UTIL. CUT)-(OMITTED)...........................................31 DA-84 TRENCH BACKFILL (UTIL. CUT)-(0MJ1TTED) ..................................................31 DA-Iia CLEAN-UP (UTIL. CUT)-(OMITTED)......... ............. ........ ..................1.................31 DA-86 PROPERTY ACCESS (UTYL. CUT)-(OMITTED) ..................................................3I DA-87 SUBNUSSION OF BIDS (UTIL. CUT)-(OMITTED)...............................................31. DA-89 STANDARD BASE PEPAIR ICOR UNIT 1 (UTIL. CUT)-(OMITTED) ................31 DA-89 CONCRETE BASE REPAIR FOR UNIT 11& UNIT III (UTM. CUT)- (OMITTED) .......................................................................................................:..........:................31 DA-90 2" TO 9" II.M.A.C. PAVEMENT (UTIL. CUT)-(OAUTTED)................................31 DA-92 MAINTENANCE BOND (UTIL. CUT)-(OMITTED).................:............................3I DA-93 BRIO PAVEMENT (UTIL. CUT)-(OMITTED) ................................................ ...31 DA-94 LHAE, STABILIZED SUB RADE (UTIL. CUT)-(D14arrED)..............................31 DA-95 CEMENT STABILIZED SUBGRADE (UTIL. CUT)-(O.1VIITTED)........................31 DA-97 " UICK ET" CONCRETE (UTIL. CUT)-(OMITTED).......................................31 DA-98 UTILrFY ADJUSTMENT (UTIL. [1TxOMITTED)............................................31 DA-99 STANDARD CONCRETE SIDEWALK AND V 1WEELCFEAIR RAMPS (UTA. CUT)-(OMITTED) ............. .... .. ..... ...... ................................. .. .............................................31 DA-100 LIMITS OF CONCRETE PAVEMENT REPAIR (LITIL. UT)-(OMITTED) 31 DA-101 CONCRETE CURB AND GUTTER(UTIL. C"-(OMITTED)....._.__...._...31 DA-102 PAYMENT (UTIL. CUT)-(OMITTED) .................................................................31 DA-103 DE110LES (MISC. EXT.)-(OMITTED) ................................................................31 DA-104 CONSTRUCTION LIMITATIONS (MISC. E XT.).(ONTITTED) ......................32 DA-105 PRESSURE CLEANING AND TESTING (MI C. EXT.)-(OMrITED)............32 ISA-1116 'BID QUANTITIES (MISC. EXT.)-(OMITTED) ..................................................32 DA-107 LIFE OF CONTRACT (MISC. EXT,)-(OMIT'ITED)............................................32 DA-108 FLOWABLE FILL (MISC. EXT.)-(OMITTED) ..................................................32 DA-109 BRICK PAVEMENT REPAIR (NnSC. REP L..)-(0MTI rED)............................32 DA-110 DETERMINATION AND INITIATION OF WORK(MISC. REPL.)- (OMITTED) ..................................................................................................................................32 DA-111. WORK ORDER COMPLETION TIME (MISC. REPL.)-( MITTIrD) ............32 DA-112 MOVE IN CHARGE (MISC. REPL.)-(OMITTED)........ . ...............................32 DA-113 PROJECT SIGNS (MISC. REFL.)-(OMITTED)..................................................32 DA-114 LIQUIDATED DAMAGES (NUSC.C. REPL.)-(0NfITTED)..................................32 DA-115 TRENCH SAFETY SYSTEM DESIGN (MISC. RtEPL.)-(OMITTED)..............32 DA-116 FIELD OT+FTCi±.-(OMI *TED)............................. ................F..3 DA-117 TRAFFIC CONTROL PLAN-(O1V1ITTED) . . .., . .. . .....................................32 DA-118 COORDINATION OF WORK WITH CONTRACTOR FOR OTHER UNIT - ( MT"TED) ..................................................................................................................................3 MOM ASC- --PART DA - ADDITIONAL SPECIAL CONDITIONS DA-1 AWARD OF CONTRACT FOR PROJECTS WITH MULTIPLE UNITS The City reserves the right to abandon without obligation to the contractor, any part of the project, or the entire project. at any time before the contractor begins any consiruction work authorized by the Cily. Award, if made, shall be to the lowest responsible bidder_ The following shall apply for contract documents with multiple units-of work. Each unit represents a separate project, each with ars individual ry NVBE specification and proposal section. The proposal sections are arranged to allow prospective bidders to submit bids on one unit, some of the units, or all of the units. Award of contract(s), if made, shal'I he to the lowest responsible bidder for each individual un€t_ If a conlracter Is the low bidder on two unfts or more, a single set of contract doc+jrnents wrisisting of all applicable units will be created and one single award of contract shall be made. The Contractor shall comply with the CIty's MA NBE Ordiriance for the applicable unit or combination of units and shall submit monthly M/WBE reports for the applicable unit or combination of units. onstruclion time on all units will run concurrently. For situations involVing approved contracts with multiple units, the total allowable construction completion time period for all the units shell bo the same as the unit with the longest construction time period. DA-2 PIPELINE REHABILITATION CURED-IN.PLADE #PIPE.(( ITTED) DA-3 PIPE ENLARGEMENT SYSTEM.(OMITTED) DA-4 FOLD AND FORM PIPE-(OMITTED) CSA-5 SLIPLINING,(OMITTED) DA-6 PIPE INSTALLED BY OTHER THAN OPEN CUT A. GENERAL 1. Furnish materials and necessary accessories, with strengths, thicttness. coatings, and fittings Indicated. specified and/or necessary to complete the work, 2. All excavation shall provide an open area conforming to the outside diameter of the casing and/or carrier condull. The excavation shall be to an alignment and grade which will allow the carrier conduit to be installed to proper line and grade as shown on the Plans and as established in the Specifications. 3. Work shall be performed in accordance with the reriuirernents of the City of Fort Worth Water Department, the Texas Deparlmeni of Transportation, or railroad company, as applicable. B. MATERIALS, 1_ Casing Pips` using pipe shall be steel conforming to ANSI B36-10 and the following. 1 1102jr4 ASC-4 PART D - ADDITIONAL SPECIAL CONDITIONS a. Field Strength. 35,000 psi minimum. b. Wall Ihickness; 0.312 in, minimum (0.6 for railroad crossings). G. Diameter. As shown on the drawings (minimum size requirements). d_ Joints: Continunus circumferential weld in accordance with AWB D1.1. _ 2. Carrier pipe in Casing. Harrier pipe shalt be as shown on dravvings and as specified in the General Contract Documents, 3. Sewer Ripe without Casing Pipe: Stall be minimurn Class 61 ductile iron pipe, or as designated on the plana. 4. Grout: Grout shall be Portland Cement grout of mitt. 2000 psi r: mpressive strength a1 28 days_ Proportioned not loss than 9 cu. ft. of cement to 3 cu. ft. of fine sand with sufficient water added to provide a free flowing thick slurry, , EXECUTION 1. Where sewer pipe is required to be installed under railroad embankments or under highways, streets or other facilities in other than open cut. Construction shall be performed In such a manner so as to not Interfere with the operation of the railroad, street, highway, or other faclilty, and so as not to weaken or damage any embankment or structure. During construction operations, barricades and lights to safeguard traffic and pedestrians shall be furnished and maintained, until such time as the backfill has been completed and then shall be removed from (tie site. Pits and Trenches: a. If the grade of the pipe at the end is below the ground surface, suitable pits or trenches shall be excavated for the purpose of conducting the jacking or tunneling operations and for placing end jolt«#s of the pipe_ Wherever end trenches are cut in the sides of the embankment or beyond it, such work shall be sheeted securely and braced in a manner to prevent earth from caring in. b. The location of the pit shall meat the approval of the Engineer. C_ The pits of trenches excavated to facilitate these operations shall be backfilled immediately after the casing and carrier p1p49 Installation has been completed. , Boring and Jacking Steel Casing Pipe: Steel casing pipe shall be installed by boring hale with the earth auger and simtultaneouslyJacking pipe into place. a. The boring shall proceed from a pit provided for the baring equipment and workmen. The holes are to be bored mechanically. The boring shall be done using a pilot hole. By this method a.n approximate -inch hole shall be bored the entire length of the crossing and shall he checked for lira and PART DA - ADDITIONAL SPECIAL CONDITIONS grade on the opposite end of the bore from the work pit This pilot We stall serve as the centerline of the larger diameter hole to be bored. Other methods of maintaining line and grade on the casing may be approved if acceptabia to the Engineer. Excavated material shall be placed near the lop of the working pit and disposed of as required. The use of water or other fluids in c. nnection wlth the boring operation will be permitted only to the extent required to lubricate cl.ittings. Jetting or stuUng will not be permitted, b. In unconsolidated soil formations, a gel-forming colloidal drilling fluid consisting of at least 10 percent of high grade carefully processed bentonite may be used to consolidate cuttings of the bit. seal the walls of the hole, and furnish lubrfcaliorr for subsequent removal of cuttings and Mtaalla ll.on of the pipe immediately thereafter. c_ Allowable variation ffcm the line and grade shall be as specified tinder paragraph A.2. All voids between bore and qutsitfe of casing stall be pressure grouted_ 4. Installation of Carrier Pipe in Cialng. a. Sanitary sewer pipe located within the encasement pipe shell be supported by "skids" or "bands" to prevent the pipe and bells from snagging on the inside of the casing, and to keep the Installed line from resting on the bells. b. All skids shall be treated with a wood preservative. Skids should extend for the Will length of the pipe with the exception of the bell area and spigot area nece8sary for assernbty unless otherwise specified_ c. The Contractor shall prevent over-belling the pipe while installing it through the casing. A rne1110d of restricting the movement betweari 1he assembled bell and spigot where applicable shall be provided. d. At all bared, jacked. or tunneled installations, the annular space between the carrier pipe and casing shall be filled with grout, Care must be taken that not too much water is forced Into the casing so as not to float the pipe. The backfill material will not be required unless speelfaed on the plans and specified by the Engineer. e. Closure of the casing after the pipe has been installed shall be plugged at the ends of the casing as shown on the drawings or as required by the Engineer, . Boring and Jacking Mictile Iron Pipe without Casing Pipe'. a. As indicated on drawings and as required and directed by the Engineer sewer shall be constructed of bore and jacked ductlle iron pipe. b. When a casing pipe IS. not designated on the drawings, 1he contractor shall provide a casing pipe if necessary to achieve line and grade. Casing pipo 11/0 2AAS C- PART DA - ADDITIONAL SPECIAL CONDITIONS shall be provided at no additional cost and shall be subsidiary to the cost bid for installation By Other than Open Cut. c. Bore and jack in accordance wfth paragraph C.3. above. d. Short length of sewer consisting of a single pipe section may be installed by jacking Wthout a bora hole if permitted by the Engineer and in soft soil layer. Alf voids outside of installed pipe shall be pressure grouted. 6. Tunneling: Where the characteristics of the soil, the size of the proposed pipe, or the use of manclithic sewer would make the use of tunneling more satisfactory than Jacking or boring, or when shown or) the plans, a tunneling method may be used, with the approval of Ilia Engineer or raiiroadNghway officials, a. When tunneling is permitted. the lining of the tunnel shall be of sufficient strength of support the overburden. The Contractor shall submit the proposed liner niethod to the Engineer for approval. The tunnel liner design shall bear the seal of a licensed professional engineer [n the State of Texas. Approval by the Engineer shall riot relieve the Contractor of the responsibility for the adequacy of (he llner method. b, The space between the tunnel Ilner and the limits of excavation shall be pressure grouted or mud-Jacked. 'C. Access holes for placing concrete shall he space at maximum interval's of 10 feet. D- MEASUREMENT AND PAYMENT; Installation of pipe by other than open cut will be measured by the linear foot of pipe, complete in place. Such measurement will be made between the ends of the pipe along the central axis as Installed. The work performed and materials furnished as prescribed by this item will be paid for all the Contract Unit Price bid per linear foot for Pipe Installed by Other Than Open Cut of the type. size, and class of pipe specified as shown on plans. The furnishing of all materials, piper liner materials required for installation, for all' preparation, hauling and installing of same, and for all labor, tools, equipment and incidentals necessary to complete the wofk, including excavation. backtilling and disposal' of surplus material shall be included in the Contract Unit Price as shown in the laid Proposal. Payment shall not include pavement replacement, which if required, shall be paid separately- DA-7 TYPE OF CASING PIPE 1. WATER- T h e ATER:The casing pipe fpr open cut and bored or tunneled section shall be AVVWA l'1-200 Fabricated Electrically Welded Steel Water Pipe, and shall conform to the provisions of E1.1a. E1-5 and E 1-9 ire Material Specifications of General ConIrac:t Documents and Specifmlion s for Water DepartrnenI Projects. The steel casing pipe shaft be supplied as follows- 1 ollo s-f 1,�024 ASC-7 PART DA - ADDIT1 NAL SPEC IAL CON D ITI 0 NS A_ Far the inside and outside of casing pipe, ocal-tar protective coating in accordance with the requirements of Sac_ 2.2 and related sections in AWWA C-203, B. Touch-up after field welds shall provide coating equal to thiose specified above. C. Minimum thickness for casing pipe used shall be 0.375 inch; Casing Spacers (cernterfng style) sUCh as manufactured by Cascade Waler arks Manufacturing Company, Advanced Products and Systems, Inc., of an approved equal shall be used Cn all non- concrete pipes when installed in casing. Installation shall be as recommended by the manufach)rer. 2. EWER.- Boring used on this project shall be in accordance with the materia€ standard E1-rand Construction standard E2-15 as per I=ig. 110 of the General Contract Documents. 3. PAYMENT: Payment for all materials, labor, equipment. excavation, concrete grout, backfill. and ir}cidentat work shall be included in the unit price bid pef foot. DA-B SERVICE DINE POINT REPAIR f CLEANOUT REPAIR-(OMITTED) ISA-9 PROTIE CTIVE MANHOLE CO TING POR 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 on tete constrLrction drawings_ The structures are to be coated. including interior wall, top and bench surfaces. Protective coating for corrosion protectten shall meet the req uIre menfs of this Specification (and items DA-14 and DA-1 ) and (he Manufscturers recommendations arrd specifications. . Description: The Contractor shall be responsible for the furnishing of all labor, supervision, materials. equipment, and testing required for the completion of prolective coating of structures In accordance with manuf=acturer's rer-ornmendatfons. 3. Manufacturer's Recommendations: Materials and procedures utilized for the lining process shall be in strict accordance with manufacturer's recommendations. 4_ Corrosion Protraction. Corrosion protection may be required on all strutture3 where high turbulence or high H2S conlent is expected. B_ MATERIALS. 1_ Scope. This seclion governs the materials required for oompleflon of protective coating of designated structures, r TIOU-4 ASC-8 PART D - ADDITIONAL SPECIAL CONDITIONS . Protective Coating. The protective coating shall be a proprietary two component, 100 percent solids, rtgtd polyurethane system clesignated as Spray Wall a manufactured by Sprayroq, Inc. or a two-part epoxy resin system using 100% solids based epoxy binder with fibrous and flake tillers, is manufactured by Raven Lining systems and designated as Raven 405- 1 Specialty Cameni {If required for leveling or filling}: The specialty comment-based _ coaling rmaterial shall be either Qua dex QM-I s as marrtifactured by Quad ex, Inc. or Reliner MSP as manufactured by Standard Cement Materials. 4. Material Identification: The protective coating material sprayed onto [lie surface of the structure shall be a urethane or epoxy resin system formulated for the application to a sanilary sewer environment. The spray system shall exhibit the minimum physical properties as follows, Property Standard Long Term Value Tenslle Strength ASTfVI D-638 5.000 psi Flexural Stress ASTM D-7$0 10,000 psi Flexural Modulus A ThA D-790 550,000 psl 5, Mixing and Handling: Mixing and Handling of specialty cermeni materlal and proteClive coming material, which may be toxic tindercertain conditions shall be in accordance with the recornrmendations of the manufacturer and In such a manner as to minimize hazard to pamonnel. It is the responsibility of ilia Contractor to provide appropriate protective measures to ensure that materials are under control at all times and are not available to unauthorized personnel or animal's. All equipment shall be subject to the approval of the Engineer. Only personnel thoroughly farmilier wIth the Dandling of the coating Imalerial shall perform the spray coating operations and coating insiallations, C. EXECUTION: 1, General., protective coating shall not be Insta#led until the structure is complete and In place. _ preliminary Repairs: a. All foreign materials shali be removed from the Interior of the structure using high pressure water spray ( 3500 psi to 4000 psi at spray lip). b. All unsoaled lifting holes, unsealed step holes, and voids larger than approximately one-hall' (112) inch in thickness shall be filled with palching compound as recommended by the material supplier for this application. C_ After all repairs have been completed, remove all loose material. 3, Protective Coating'. I Y?/0?J74 ASC- PART DA - ADDITIONAL SPECIAL CONDITIONS a. The protective coating shall be applied to the structure from the bottom of (he frame to the bench. down In the top of the trough_ The top of the structure shall also be coated. b. The protective coating shall be installed In accordance with the manufacturer's recommendations and the following procedure. 1} The surface shall be thoroughly cleaned of all foreign materials and matter, ) Placa covers over the invert to prevent extraneous material from antaring the sewers, 3) If required for hiling or leveling, apply specialty cement product to provide a smooth surface for the coasting material. 4) Spray the urethane or epoxy sato the structure wall and bench/trough to a minimum uniform thickness of 125 mils (0,125 inches). Thickness to be verifiable through the use of methods a optabla to the Engin r_ After the walls are coated, the wooden bench covers shall be removed. 5) The final atppllcaUan shall have a minimum of three (3) hours cure f1me or be cat Fund Io the touch, Wore boing subjected to active flow. 6) No applications shall be made to Irozen surfaces or if freezing is expected to occur Inside the structure wilhin 24 hours after application. 4. Testing of Rehabilitated Manholes; Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after operations are complete in accordance with the Section D-36 - VACUUM TESTING OF SANITARY SEWER MANHOLES. D. MEASUREMENT AND PAYMENT: Payment shall be based on the Contract Unit Price Bid per vertical foot, measured from the boltorn of the frame to the top of the bench_ The Contract Unil Price shall be payment in full for performing the work and for Furnishing all labor, supervision, materiais, equipment and material testing required to complete the work. Pressure grouting, it necessary to stop active infiltration prior to application of the protective coating. snail be included In the above unit price. Grouting of the pipe seals, bench and Irough, and lower portion of a particular structure, if rewired by the Engineer, shall be pald far separalaiy, as specified in Section DA-10, MANHOLE RE H AS I LI TATI 0 N DA-10 MANHOLE REHABILITATIOW(OMI7TED) DA-11 SURFAC E PREPARATION FOR MANHOLE REHABILITATION-(OMITTED) DA-42 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR SYSTEM-(OMITTED) 1 U02104 ASC-10 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-13 INTE=RIOR MANHOLE COATING - QUADEX SYSTEM-10MITTED) DA-14 INTERIOR MANHOLE COATING - SPRAY WAIL SYSTEM A. GENERAL 1. Scope _ This seclien governs all work, materials and testing required for the application of interdor manhols coating. anhal`ee designated for interior coating are listed on the Manhole Rehabllitation Schedule. Interior manhole coating shall meet the requirements of this Section or of Sectlon ISA-12, DA-13, OA-15. DA-16 c DA-17, 2. Descript€on The Contractor shall be responsible for the furnishing of ani labor, supervision, materials, equipment, and testing required for the completion of interior coating of manhaies In accordance with the Contract Documents. _ Manufacturer's Recommendations Materials. mixture ratios, and procedures utilized for the coating process snail be in accordance with manufacturer's recommendations. 4. Manholes Manholes to be coated are of brick, block, or concfet,e construction. All manholes shall have a rninimuni of orae-half (11 2) Inch specialty coment-based coating material (Quadex QM-1s or Reliner MSP) sprayed or trowelled on coaling over the original interior surface. D, MATERIALS 1. Scope This section governs [lie materials required for completion of interior coating of manholes. . Inforior Coating The interior coating shall be a proprietary Iwo component, 100 percent solids, rigid polyurethane system designated as Spray Wali as manufactured by Sprayraq, Inc. i . Specialty Ooment The speclalty cement-fused coating material shall be eithor Quadex QM-1s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials. 1 11W04 ASC-11 1 PART DA - ADDITIONAL SPECIAL CONDITION 4. Mate6alIdentificalion The interior manliole coaling material sprayed onto the surface of the manhole shall be a urethane resin system formulated for the application to a sanitary sewer environment. The spray system shall exhibit the physical properties as follows-. Pr O a Standard Long Term Value Tensile Strength ASTM D-638 5,040 psi Flexural Stress ASTM D-790 10,404 psi Flexural Modulus ATM D-790 550,040 psi 5, fixing and HanOng Mixing and handling of specialty cement material and interior coating rnaterlal, which may be toxic under certain condilivns shall be In accordance with the recommendations of 1he manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control at all limes and are not available to unauthorized personnel or animals. All equipment shall be subject to the approval c the Engineer. Only personnel thoroughly familiar with the handling of the coating material shall perform the spray coating operations and Coating installations. EXECUTION 1. General Marshole _oaling shall not be installed until sealing of manhole frame and grade adjustmenis, or partial manhole replarorr ant when required for the manhole per the Manhole RehabiNatlon Schedule, is complete, . Temperature Normal interior ruling operalion shall be performed at temperatures of 40°F or greater, No application shall be made when freezing Is expected wllhfn 24 hours. 3. Interior Manhole Coating a, The Interior coating shall be applied to the manhole from the bottom of the frarne to tine bench, down to the tap of the trough. b. The interior coating shall be installed in accordance with the manufacturer's recomrnendatlons and the following procedure. I) The surfam shall be thoroughly cleaned of all foreign materials and matter. Cleaning shall be accomplished by using high pressure water spray (minimum 3504 psi at spray tip), cleaning % ith muriatic acid, degreaser, or otbet solvents as needed in order to remove any film or residue ars 1he surface. 199(04 Atm-1 2 - - - - PART D - ADDITIONAL SPECIAL CONDITIONS 2) Place covers over the invert to prevent extraneous material from entering the sewers. 3) Apply a minimum of ane-half (112) Inch specialty cement prodLict (Quadex OM-15 or Definer MSIR) smooth surface for the urelhane coating malerial_ - 4) Spray the urethane onto the manhole mall and bench/trough with a minimum thickness of 125 rolls (0.125 inches). Thickness to be veriflable through the use of inethods acceptable to the Erlgfneer, 5) Coat trough area with specialty cement prnduct (Quadex QM-1s or Refiner IMSP), 'I, Testing of rehabilitated Maiiholes a. Testing of rehabilltated manholes for watertightness shall be performed by the Cor+lractor ager operations are complete in accordance with Section DA- 21, D. MEASUREMENT AND PAYMENT Payment shall be based ori the Contract Unit Prion per vertical foot, measured from the bottom of the frame to the top of the bench. The Contract Unit Price shall be payment in full for performing the work and for fumi� shinq all labor, supervision, materials. equipment and material testing required to complete the work. Grouting, if necessary, a;hall be Included In the above unit price_ GroutIng of the pipe seals. bench and trough, and lower portion of a particular manhole, if required by Manhole Rehabilitation Work Schedule or regUired 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 This section governs all work, materials and testing required for the application of interlor manhole coating. Manholes designated for interior coating are listed of the Manhole Rehabilltation Ss:hedule, listed In Sectlori I. Ir odor manhole coatilrig shall noel the requ i remeril s of this Section, or of Sac#ion OA-12, DA-13, DA-14, DA-16 or DA-17, 2. [description i The Contractor shall be responsible for the furnishing of all labor, soperOsion, materials. equipment, and testing required for the completlon of interior coating of man in accordance with the Contract Documents. f 1/02jW ASC-1 PART DA - ADDITIONAL SPECIAL. CONDITIONS 3. Manufacturees Recommendations Materials, mixLure ratios, and procedures utilized For the ceasing pimcess shall be rn accordance with manufactrrrees re-commendations. 4. Manholes Manholes to be coated are of brick, block, or concrete construction. All manholes shall have a minimum of ane-half (1/ ) specialty cernent-based coating material (Quadex QM-1s or Reliner MSP) sprayed or trowelled on coating over the original interior ;surface. MATERIALS 1. Scope This section govems the rnaterlals required for completion of interior ouating of manholes_ 2_ Interior ccatirng Raven Ultra High-Bulld epoxy Coating, a two-part epoxy resin system using 100% solids based epoxy binder with fibrous and flake fillers, is manufactured by Raver Lining sys(ems and designated as Maven 405. 3. Specialty Cement The specialty cement-based coaling matedal shall be eilher Quadex QM-1s as manufactured by Quadex. Inc, or Reliner MSP as manufactured by Standard Cement Materials. 4, Materialldentifcation Contractors will completely identify the types of grout, mcftar, sealant, and/or root control chemicals proposed and provide case histories of Successful use or defend the choice of grouting materialls based on chernioal and physical propertles, ease of application, and expected performance. These grouting materials shall be compatible with Raven 446 interior coating. The contractor shall be responsible for getting approval from Raven lining systems and/or the grout manufacturers for the use of These grouting materials. b. Mixing and Handling /Mixing and handling of interior coating, which may be toxic under certain condltlons shall be in accordance with the recomrrondations of the manufacturer and in such a manner as to minlmi7e hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materialls are under control at all times and ars not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Coating shall be performed only by certllied appllcatom approved by the manufacturem. 1110b a ASC-14 FART D - ADDITIONAL SPECIAL CONDITIONS EXECUTION 1. General Manhole coating shall not be performed untie sealing of manhole from frame and grade adjustments, partial manhole replacement, manhole grouting or sewer replace men Vrepaiirs are completo_ 2. Temperatures Normal interior coating operation shall be performed at temperatures of 40"F or greater. filo application shall tae made when freezing is expected within 24 hours. Interior Manhole Coating a. Manholes scheduled for Interior coating aro shown on the Manhole Rehabilitation Schedule. The Interior coating shali be appJled to the manhole from [lie bottom of the manhole frame to the bench/trough, includfrwg the bench/trough. b. The Interior coaling shall be installed in accordance with the rnanufacturees reoammi�ndatlons and the following procedure. I The surface preparation shall comply wit#i the requirements of Sec110FI IDA-11, SURFAC E PREPARATION FOR MA HOLE RESTORATION. ) Apply a rl]ir]flm= of one-half (11 ) Inch specialty cernent-leased product (Quadex QIVI-1s or Reliner NISP) smooth surface for the urathane coating material. 3) The surface prior to application may be damp but shall nol have noticeable free water droplets seepIng or running water. Material shall be spray applied per Manufacturer's recommendations with a minimum thickness of 125 mils (0.125 inch), 4) After the wells are coated, the weoden Bench covers shall be removed and the bench sprayed to the same average and minimum thlckfless as required for the walls_ 5) The final application shall have a minimurn of three (3) hours cure time or be set hard to the touch, before being subjected to active POW- 6) No applications shall be made to frozon surfaces or if freezing is expected to occur it) side the manhole within 24 hours after application. rrr ASC-1 5 PART DA - ADDITIONAL SPECIAL CONDITIONS 4. Tesling of Rehabilitated Manholes a. After the epoxy liner has set (hard to touch), all vislble Pinholes shall be repa!red_ Repairs shalt be made by lig hify abrading the surface and brushing the Ilninq material over the area. All bIllsters and evidence of uneven cover shall be repaired according to the manufacturees recommendations. Spot check of coating thickness may be made by Owner's Representative. and the contractor shell repair these areas as required, at no additional cost to the Owner, b. Testing of rehabilitated manholes far watertightness shall be performed by the Contractor after operations ark complete in accordance with Section DA - 21 - VACUUM TESTING OF REHABILITATED MANHOLES- D, Ati HOLES_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 tap of the bench_ The Contract Unit Price shell be payrneni in full for performing ffie work and for forrtilshing all labor, supervision, materials, equipment all testing necessary to complete the went. Payment for grouting of pipe sear, bench and trough and manhola walls shall be based on the Contract Unit Price for each manhole actually grouted. DA-116 INTERIOR MANHOLE COATING- PERMACAST SYSTEM WITH EPDXY LINER- (OMITTED) DA-'IT INTERIOR MANHOLE COATING-STRONG-SEAL-SYSTEM-(OM ITT ED) DA-18 RIGID FIBERGLASS MANHOLE LINERS—(OMITTED) DA-19 PVC LINED CONCRETE WALL RECONSTRUCTION-(OMITTED) DA-20 PRESSURE GROUTING-(OMITTED) DA,2 i VAC U U M TESTING OF REHABILITAT1ED MANHOLES Scope. This section describes manhole Iestiog to effectively oanfrm the watertight Integrity of existing manholes fallowing structuraI ,infiltration and inflow related repeIrs and that the appearance of the work Is acceptable. Description- 4r itraton may be observed in manhole defeots at manhole walls, pipe seals or benchitrough areas. Infiltration related repairs are intended to eliminate leakage of groundwater into manholes. Inflow may be observed in manhole defocts at manhole frames, covers. frame seals, grade adjustments, grade adjustment seals, corbels, or wells Inflow related rapaIrs are intended to e ifninale sources of surface water entry that become actIve during rainfall events_ 1 r1ozOV4 ASC-16 PART ISA - ADDITIONAL SPECIAL. CONDITIONS Structural repairs may be required when making Ill related manhole repairs. StfUctUral repairs may inr:10de defects in any manhole components but not displaying ill. Testing. Observations and Guarantee Periods= The testing required shall be performed by the Contractor at locations designated by tine Engineer and documented to the satlsfactlon of the Engineer. Any riew or rehabilitated manholes #hat are observed to be leaking by the Engineer during periods of high groundwater or during inflow conditions, shall be subject to additional repairs. The Contractor shall be responsible for all additloneI repairs required on hese unsatisfactory manholes during the guarantee period. All manhole rehabilitation work shall be warranted to be free of defects and of good workmanship for a rninlmurn of three (3)years from the date of sinal acceptance of the project. Any manhole repairs cornpfeted by the Contractor which fall during the warranty period shall be repaired to the satisfaction of the City at no add Rion al cost to the City. B_ ATERJAL.S - Not specified EXECUTIONC. . Infiltration Testing; Ali interior coated manholes and all partial replacement manholes shall be observed (tested) by the Gontractor in the presence of the Engineer for sources of infiltration. Observations will be made during high groundwater condilions, wherever possible_ Manholes shall be lasted after InsIaIla Iion with all connections (existing andfar proposed) in place. Drop-connections and gas sealing connections shall be inslalled prior to testing. The lines entering the manhole shall be temporarily plugged with the plugs braced to prevent there from being drawn into the manhole. The plugs shall be installed In the lines beyond drop-cannectJonsr gas sealing connects s. etc. The test head shall be placed inside the frame at the top of the manhole (so that the manhole frarne seal Is tested) and inflated in accordance with the manufacturer's re ccmrnendations. A vacuum of 10 inches of mercury shall be drawn, and the vacuum pump w1iI be turned off. With the vaIve closed, the level of vac Liu m shall be read after the regUired test time. tf the drop In the level is less than 1-inch of mercury (fnal V;IcQum greater titan g-inches of mercury), the manhole will have passed the vacuum test. Aher a successful test. the tern porary plugs will be removed. The required test time is determined from Table I. Fable I MINIMUM TIME REQUIRED FOR A VACUUM DROP OF I" Hp (10"Ha - 9"Hg) (SEC) DEPTH OF M.H. A$-Inch Din. 60-Inch Dia, 72-Inch Dia. (Fr.) Manhole Manhole Manhole a 20 sec_ 26 sec, 33 sec. 10 25 sec. 33 sec. 41 sea. 12 30 sec. 39 sec. 49 sea. 11002M ASC-17 PART DA - ADDITIONAL SPECIAL. CONDITIONS 14 35 sec. 45 sec. 7 sec_ 16 40 sec. 52 sec. 67 sec. 18 45 sac. 59 sex:_ 73 ser_ .. 'T=5 sec. T- _5 sec. T=S sec. "For all Manholes over 18 feet in depth, add "7" seconds as shown for each respective diameter for each two feet of additional depth of manhole to Ilia time sh own for 1h al 16 font depth. [Example: A 30 (thirty)foot deep, 48 (forty-eight~) inch Manhole Total Test Time would be 7'5,0 seconds 45.0+6(6_0);--75,0 seconds] (Values listed ;above are extrapolated from ASTM 0924-85), Ma,nh ole vacuum lovels observed to drop granter tract 1-Inch of mercury (Ficial vacuum less tha n p- inches of mercury) will have failed the test and will require additional rehabilitation_ The Contractor shail make the necessary repairs to the already completed rehebilitation work at no additional compensation. If the failure of the vacuum tell is deterrnlned to be due to preexisting conditions not ori the manhole rehabilitation schedule for that manhole, this additional work may be authori ed by the Ownees Representative. After completion of the additional rehabilktatlon the manhole shall Brien be re-tested as described above until a successful test is made- Only one payment for manhole vacuum testing will be made on each manhole. Vacuum testing is required on all manholes having interior rehabilitation. Inflow Testing; All partially rehabililated rnanhiolas shall be dyed water tested uriless the manhole has successfOly passed the vacuum test. Manholes shall be dyed water tested in the presence of the Engineer. The dye lest shall coo sist of applying a cuncerttmted dye solution as round the rnenhol(� frame, Dyed water Shall be applied for at least ten minutes. Manholes abserved to be actively leaking greater than ane drip per five seconds will have failed the test and will not be acceptable. Mian Ies failing the test wl11 require add itiona i re hebilitation by the Con tractor at no add itionaf compensation_ Other Testln . One (1) rehabiiRated manhole will be randomly selected for further testing, A Iaboratory selected by the Qty will take core samples of wall sections of manholes with wall coatings. Testing of the core samples will be done to evaluate material Ihick ness, compressive strength. flexural strength and slant sheaf bond strength_ The following aro the minimum required sirengths for cementificus and non-cementifious wall coatings- Co m press i ve oatings:Compressive Strcn th. Compressive su=g,th %ha1I c oy� lbrrm lu ASTM C'- 495 and C 109 and Shall rncet or excetcl a min mum 28-day break of 4,000 psi, Flcxural Strength. Flexural strength shall cenfonn to ASTM C 348 and shall meet-or exceed a minimum 28-€ley break of 1,200 psi. Slant Shear Bond Strength. Slaw shear bond st=LEh shall conform to ASTM 882 modified and AAI neat cr exceed aaG minimum 28.day break of 2,40x] psi. 111V ASC;-18 PART DA - ADDITIONAL SPECIAL CONDITIONS If the manhole w� ted fails to pass any of these rNuirmients, anothcr mwiliole shall be selected and tested. If the second ma6ale fails, die Cil} may, at iIs option, stop work uratic the Contractor can provide assurance that testing requirements can be mut. Guarantee: Contractor shall warrant the I. the workmanship and matedal's are free from defects and that the manholes are sealed from inflow and infiltration for a period of three (3)gears from th7 ) date of final accepianoe ofthe project. D. MEASUREMENT AND PAYMENT PayfinenI. for rnanhole vaci,um testing shall t}e made at the Contract Unit Price bid for each Manhole Vacuum Test actually performed and passed afid the appearance of the completed manhole is vis uaIly acceptable. Payment shall be fall compensation for a]I labor and materials nece5sary to corn pleta each fest. No payment will be made for additional vacuum tests o any dyed water testing. Payment for manhole cora telling, including all labor and niatetlals n ecassa ry to complete each test, small be made at the Contract Unit Price bid far each Manhole Core Test actually performed and passed. DA-22 FIBERGLASS MANIIOLE -(OMITTED) DA-23 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVE The contractor shall be responsible for locating and marking all' previously exposed manholes and water valvas In each sireet of tills contract before the resurfacing process commences for a parlicular street. The contractor shall attempt to include the Construction Engineer (it he Is available) in the observation and narking activity. In any event a street shall be completely marked a minimum of two ( ) working days before resurfacing begins on any street. Marking the curbs with paint is a recommended procedure_ It shall be the contractors responsibility to notify the utility companies that he has commenced work on the project. As the resurfacing is completed (within same clay) the contractor shall locate the covered manholes and valves and expose them for later adjustment. Upon completion Of a street the contractor shall notify the s.r 0iiies of chis completion and indicate the start of the next one in order for the utilities to adjust facilities accordingly. The following aro utility contact persons: Corripan 7eleahone Number Qontac# Person Southwestern Bell Telephone 338-6276 "Hot Line" Texas Ulilities 338-9411 Mr, Roy Kruger Ext. 2121 Lone Star 336-83€31 Mr. Jinn Bennett Ext. 098 City of Fort Worth, 871-8100 Mr. ,dim Bob Wakefield r rrooa ASC-1 PART DA - ADDITIONAL SPECIAL CONDITIONS Street Ught and Signal Of course. under thio terms of this contract, the contractor shall complete adjustment of the storm drain and Water Department facilities. one traffic Iane al a Iime wit hln fire (5) working days after completing the laying of proposed H-M.A.D. overlay adjacent to said facilities. Any deviation from the above procedure and allotted working days may result in the shut down of the resurfacing operation by the Construction Engineer, The contractor shall be responsible; 1'ot all materials, equipment and labor to perform a most accurate job and all costs to the contractor shall be figured subsidiary to this contract- DA-24 REPLACEMENT OF CONCRETE CURB AND GUTTER These provisions require the conlrac;tor 1v remove all failed exisling curb and gutter, as designated by the Construction Enginaer, and replace with standard concrete curb and gutter, laydo n curb and gutter, or in Ilke kind, as governed by the standard City Specifications, Item No, 104 "Removing Old Concrete", Hom No. 502 "Concrete Curb and Gutter', and Drawing Nos. -S2 through S-S4. Pay limits for laydo n curb and gutter are shown in Drawing No. S-S5 of the Standard SpezAcations. Cootractor shall saw cut the ourb and gutter and pavement prior to removal. Included, and figured subsidiary to this unit price, will be the required sawcut excavation, as per specification Item No, 106 "unclassilied Street Excavatlon", into the street to aid in the construction of the curb and gutter. The pay limit will be 9" out from the gutter lip, with same day haul-off of the removed material to a sultabte dump site. The streel void shall be filled with I-i,M.A.C. "Type D" mix as parr specirication Nco 300 "Asphalts" Oils and Emulsions", Item No. 304 "Prime Coat" and ;tern No. 312 "Hot Mix Asphaltic Concrete" and compacted to standard City densities and top soil as per specification item No_ 116 6Top Soil", if needed. shall be added and leveled to grade behind the curb. Existing Improvements within the parkway such as water meters, sprinkler systern, etc, damaged during construction shall be replaced with same or better at no cost to the City, Backfill For curb and gutter shall be cornpiated within fourteen (111) calendar days from the day of demolition to date of completion. If the contractor fails to complete the work within fourteen (14) calendar days, a $100 dollar liquidated domege wlll be assessed per block per day, The unit price bid per linear foot shall be full compensation for all materials. labor, equipment and incidentals necessary to comptete the work. DA-25 REPLACEMENT OF 6" CONCRETE DRIVEWAYS This item shall Includia the removal and replacement of existing concrete driveways, due to deterioratlon or In situalions where curb and gutter is replaced to adjusl grades to eliminate ponding water with same day haul-off of the removed material to a suitable dump site. For specifications goveming this item see Item No. 104 "Removing Old Concrete", Item No_ 504" Concrete Sidewalk and Driveways". Pay limits for concrete driveway are as shown in Drawing No. - 5 of the Standard Specifications. The unlit price bid per square yard shall be full compensation for all labor, material, equipment, supplies, and incidentals necessary to complete the wo& rr rr o ASC-20 PAIN D • ADDITIONAL SPECIAL CONDITIONS DA-26 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE-(OMITTED) The contractor shall remove all existing deformed H.h+1,A,O. pavement and/or bad lease material that shows surface deterioration and/or complete failure. The Engineer will Identify these areas upon which time the contractor will begin work. The falled area shall be saw cut, or other similar means, out of the existing pavement In square or rectangular fashion_ The side fads shall be cut ver#Icaliy and all failed and loose material excavaled. As a part of the excavation process, all Unsatisfactory base material shall be removed, if required, to a depth sufficient to obtain stable sub-base- The total depth of excavation could range from a couple of {riches to Include the surface-mase-some sub-meso removal for which the Engineer will select the necessary depth. The remaining good material shall ire leveled and uniformly made ready to accept the (Ill material. All excavated material shat[ be hauled off site, the same day as excavated, to a suitable dump site. After satistactory completion of removal as outlined above, the conlractor shall plana the permanent pavement patch, wilh "Type D" surface m x. This item will always be used even if no base improvements are required_ The proposed H.M.A.C. repair shall match the existing pavement section or Ilia depth of the felled material, whichever is greater. however, the patch thickness shall be a minlmufn of 2 Inches. Generally the existing H_M,A,O, pavement thickness will nest exceed 6", Before the patch layers are applied, any loose materlal, mod andlor water shell be removed, A liquid asphalt tack coat shall he applied to all exposed surfaces, Placement of the surface mix Lifts shall not exceed 3 inches with vibrator compactions to fallow each lift_ Compactions of the mix shall be to standard densities of the C[ty of Fort Worth. made in preparation to accept the recycling process. AIJ applicable provisions of Standard SpecffCcation Item Nola 300 "Asphalts, Oils, and Ernulalons", 304 "Prime Coat", and 31 "Hot-Mix Asphaltic Concrete" shall govern work. The unit price respective hid shall be full compensation for all materials, labor, equipment and irtcidenlals necessary to complete the work, DA-27 GRADED CRUSHED STONES-(OMITTED) DA-28 WEDGE MILLING " TO 0" DEPTH S.U' WIDE-(OMITTED) DA-29 BUTT JOINTS — MILLED-(OMITTED) DA-30 2" H.M.A.C. SURFACE COURSE (TYPE "11)" MIX) All applicable provisions of Standard Specifications, Item Nor, 312 "Hot-Mix Asphaltic G oncrete", 300 "Asphalts, Oils and Emulsions", 304 "Prime Coat", and 313 "Central Plant Recycling-Asphalt Concrete" shall apply to the construction methods for this portion of the project. Standard SpecifIcatfon 312.5 (1) shall be revised as follows. The prime coat, tack coat, or the asphaltic mixture shall not be placed unless the air temperature Is tifty (50) degrees Fahrenheit and rising, the temperature being taken In the shade and away from artificial heat. Asphallic materlal shall also not be placed when the wind condltioni ; are unsultable In the opinion of the Engineer. I I/OZS4 ASC-21 - PAIN DA - ADDITIONAL SPECIAL CONDITIONS The corntractor shall furnish batch design of the proposed hat mi PART DA - ADDITIONAL SPECIAL CONDITIONS See standard specification Iters No. 314". Concrete Pavement", Item 312 "Hot-Mix Asphaltic Concrete", Item No. 104. "Removing Old Concrete", Item No. 106, "Unclassified Street Excavation" Item No. 208 "Flexible Base." Measurement for find guarrllties of valley gutter will be by Ilse square yard of concrete pavernent and the curb and gutter section will be included. Contractor may substitute " non-reinforced (2.27) Concrete Base in lieu of Crushed Stone al r,o additional cost. See Item 314" Concrete Pavement". The concrete shall be designed to achieve a minimum compressive strength of 3090 pounds per square inch. Contractor shall work on orae-half of Vatleyr gutter at a time, and the olher half shall be open to Traffic. Work shall be completed on each half within seven (7) calendar days. If the Contractor fails to complete the work on each half wRhin seven {7} calender days, a $100 dollars iiquhdated damage will be assessed per each half of valley gutter per day, The unit price bid per square yard for Concrete Valley as shown on the proposal will be full compensation for materials, labor, equipment, tools and Incidentals necessary to complete the work. DA-33 NEW 8" STANDARD WHEELCHAIR RAMP The Contractor shall construO standard concrete wheelchair ramps as shown on the enclosed details, or as directed by the Engineer. The removal of existing substandard wheelchair ramps and sidewalk as required for the installation of new wheelchair ramps shall be subsidiary to this pay iters. The removal and replacement of existing curb and gutter as required for tho installation of now wheelchair ramps shall be included in Pay Item 5 (Removal and Replacement of Curb and Gutter). fray limits far laydown curb and gutter are as shown in the Standard Pay Limit Detail (WR-1). The pay limit will extend from 9" outsilde the tip of gutter to 15" back from the face of curb- Any asphalt lie-in shall be subsidlary to the curb and gutter pay Iters. Pay [imps for "Standard Wheelchair Ramp" will start 15" back from the face of curb and encompass the remainder of the ramp and sidewalk. All applicable provision of standard Specifications Item 104 "Removing Old Concrete" and Item 504 "Concrete Sidewalk Driveways" shall apply except as herein mod[fied. All concrete flared surface shall be colored with LITHOCHROME cotoT- hardener as manufactured by L.M. Scofield Company or equal. The color hardener shad be brick red color and dry-shake typo, and shall be used in accordance with manufactures instructlons. Concrete stain may be applied after concrete Is poured (Product sold by BAER)- "Contractor shall provide a colored sample concrete parcel of one. foot by one foot by tinea inches dlme€rsion, or other dimension approved by the Englneer, meeting the aforementioned specification. The sampie, upon approvaI by the Engineer, shall be the acceptable standard to be. applied for at con sfrucfion covered in the scope of this pay item. The method of appHcat]an shall be by screen, sifter, sieve or other rneans in order to provide for a uniform color dilstribution." I P102AA ASC-23 PAIN DA - ADDITIONAL SPECIAL CONDITIONS The unit price bid per square yard for 4" standard wheelchair ramp as shown on the proposal WM be full compensation for materials, labor, equipment, tools and lncldlentals neoessary to compete the work. DA-34 8" PAVEMENT PULVERIZATION-(OMITTED) DA-35 REINFORCED CONCRETE PAVEMENT OR SASE (UTILITY OUT)-(OMITTED) Duk-36 RAISED PAVEMENT MARKERS All applicable provlslons of Standard Specificatlons for Roadway Markers (Buttocks) rhall apply. The Contractor shall install standard roadway markers according to city specifications as shown an plan sheet or as directed by the Engineer. Please refer to "Roadway Markers Specifications"- DA-37 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLINO.(OMITTED) DA-38 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED 0111_4 (OMITTED) DA-39 ROCK RIPRAP » GROUT - FILTER FABRI .(OMITTED) DA-40 CONCRETE RIPR,AP-(OMITTED) DA-41 CONCRETE CYLINDER PIPE AND FITTINGS-(OMITTED) Del-42 CONCRETE PIPE FMiN S AND SPECIALS-(OMITTED) DA-43 UNCLASSIFIED STREET EXCAVATION-(OMITTED) DA-44 8" PERFORATED PIPE SUBDRAIN-(OMITTED) CSA-45 REPLACEMENT OF A" CONCRETE SIDEWALKS This item shall iriclode the removal and repiocement of existing concrete sidewalk due to failure or in situation where curb and gutter is replaced to adjust grades to eliminate ponding water with same day haul-off of the removed material to a suitable dumpsite. For specifications goveming Ihls item see Item No. 104 "RemoVring Old Concrete", and Item No. 504 'Concrete Sidewalk and Driveways". The unit price bid per square yard shall be full' compensation for all labor, material, equipment, supplies, and incidentals necessary to complete the removal and replacement work. DA-48 RECOMMENDED SEQUENCE OF CONSTRUCTION-(OMITTED) DA-47 PAVEMENT REPAIR IN PARKING AREA The unit price bid under appropriate BID ITEM(S) of the Proposal shall cover all cost for providing pavement repair equal to or superior in composition, thickness, etc., to existing pavement. All required paving cuts shall be made wlth a concrete saw In a true and straight line on both sides of 11/020f ASC- 4 PART DA - ADDITIONAL SPECIAL CONDITIONS the trench, a rninfmum of twelve (1 2) inches outside the trench walls. The trench shall be backfllied and the top nine (9) inches shall be filled with crushed timostont� base material, compacted and level with the finished adjacent surface. This finished grade shall be maintained In a serviceable cortdltlon uniil the paving has been replaced. DA-48 EASEMENTS AND PERMIT Easements and permits, bath temporary and permsnenl, have been secured for this project at _ this time and made a port lhereto. Any easements and(or permits, both temporary and permanent, that have not been obtained by the lime of publication shall be seUpred before construction starts. No work is to be doge in areas requiring easements and/or permits until the necessary easements are obtained. The Contractor's attention is directed to the easement description and permit requirements. as contained hereln, along with any special conditions (hot may have been imposers on these easements and parrnlls. Where the pipeline crosses privately owned property, the easements and construction areas are shown en the plans. The easements shall be cleaned up after u&e and restored to lheir original condilions or better. In the event additional work room or access Is required by the Contractor, it shall be the Contractor's responsihlllty to obtain written permission from the property Owners Involved for (lie use of additional property required. No additional payment will be allowed for this [tern. DA-49 HIGHWAY REQUIREMENTS-(OMITTED) DA-50 CONCRETE ENCASEMENT Concrete encasement shall be Class E (1500 psi) ccncrele and for sewer Ilne encasemL�-nts shal I conform to Fig. 113; for water line encasements it shall conform to Fig. 20 of the General Contract Doctiments. Requtroments for such ancasemerit are specified In Secllons El-20 and E2-20 of the General Contract DOC-UlnentS. Payment for work such as forming, placing, and finishing Includ[ng all labor, tools, equipment and material necessary to complete the work shall be included in the linear fool price bid for Concrete Encasement, DA-51 CONNECTION TO EXISTING STRUCTURES All connections between proposed and existing facilities, shall consist of a water#Ight seal. Concrete used in the connection shah be Mass A (3900 psi) concrete and rneet the requirements of Section EI-20 and E2-20 of the General Conlract Documents. Prior to concrete placement. a gasket, RAS -Nak or approved equal shall be installed around penetraling pipe. Payment for such work as connecting to a lsling facilities Including all labor, tools, equipment, anti matefial necessary to complete the work shall be per appropriate pipe BID ITEM. DA-52 TURBO M ETER WITH VAU LT AN D BYPASS INSTALLATION-(OMITTEID) DA-53 OPEN FIRE LINE INSTALLATIONS-(OMITTED) DA-54 WATER SAMPLE STATION r rxro,s AC-25 PART DA - ADDITIONAL SPECIAL CONDITIONS GENERAL- All NE AL-All water sarnpiing station Installations will be per attached Rgure 34 or as required in large u+ater meter vaults as per Figure 33 unless otherwise directed by the Engineer. The appropriate water sampling station will be furnished to the Contractor free of charge; however, the Contractor will be required to pick Grp this item at the Fleld Operations Warehouse. PAYMENT FOR FIGURE 34 INSTALLATIONS, Payment for all work and materials necessary for the installation of the 3!4-Inch type K oopper service IIne will be shall be included In the prlce bid for copper Service line from Mairr to Motor, Payment for all work and materials necessary for the installation tap saddle (if required), corpofatlon stops, and fittings shall be included in the price bid for Service Taps to Main. Payment for all work and materials necessary for the Irisiallation 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 prGvide a complete and functional water sampling station shall be included in the pace bid for the water main. or as indicated in the proposal seotion. PAYMENT FOR FIGURE 33 INSTALLATIONS: Payment for all work and materials necessary For the installation tap saddle, gate valve, and fittings shall be Included In the price Md for Service Taps to Main. Payment for all work and materials necessary for the installation of the sampling station, nmodificalion to the vault. fittings. and all type K capper service lino which aro required to provide a complete and functional water sampling station shall be included in the price bid for Water Sample stations. DA-66 CURB ON CONCRETE PAVEMENT Standard Specification Item 502 shall apply except as hereih modified, INTEGRAL CURB: Integral curb shall be constructed along the edge of the pavement as an integral part of the slab and of the same concrete as the slab. The concrete for the curb shall be deposited not more than thirty ( 0) minutes atter Vie concrete in the slab. SUPERIMPOSED CURB: Concrete shall have a minimum compressive strength of three thousand (3,000) pounds per square inch at twenty-eight (28) days. The quantity of mixing water shalt not exceed seven (7) U.S. gallons per sack (94 lips.) of Portland Cement. The slump of the concrete shall not exceed three ( ) inches. A minlmum cement content of fine (5) sacks of cement per cubic yard of ccncrete is req u[red. PAYMFNT= Payment shall be made for cutting and replacing curbs and gutters required in this Project under the appropriate bid item and shall be In compliance with Public Works Department standard requirement ftem 502. DA-56 SHOP DRAWINGS t 10a ABC-26 PART DA - ADDITIONAL SPECIAL CONDITIONS 1. SVbM1t seven (7) copies of shop drawings, layouts, manufacturer's data and matarlal schodules as may be required by the Engineer for his review. Submittals may be checked by and stamped with the approval of the Contractor and identified as the Engineer may requim. Such review by the Engineer shell include checking for general conformance with the design concept of the project and general compliance with infortxration given in the General Contract Documents. Indicated actions by the Engineer, which may result from his review, shell not constitute concurrence with any deviation from the plans and specifications unless such deviations are - specifically Identified by the method described below, and further shall not relieve the Contractor of responsibility for errars or omissions in the submitled data. Processed strop drawing submittals are not change orders. The purpose of submittals by (he Conlractor is to demonstrate that the Contractor understands the design concept, and that he demonstrates his understanding by indicating which equipment and materials he intends to furnish and instafl, and by detailing (he fabrication and Gnstallatien methods he intends to use, If deviations, discrepancres or conflicts between submittals and tyre design drawings and/or specifications are discovered, ailher prior to or after submittals are processed, the design drawings and specifications shall govern. The Contractor shail be responsible for dimensions which are to be confirmed and corfieleted at the job site, fabrication processes and techniques of constriction, coo rdinatic n of his work with that of other trades and satisfactory performance his work. The Contractor shall check and verify all measurements and review submittals prior to being submitted, and sign or initial a statement included with the submittal, which signifies compliance with pians and specifications and dimensions suilable for the application. Any deviation from the specified criteria shail be expressly stated in writing in tiro submittal_ Three ( ) copies of the approved submittals shall be retained by the CorItraotar Uniii completion of the project and presented to the City In bound form. . Shop drawings shall be submitted for the following items prior to installekion: HSI the required submittals hero Additional shop drawing requirements are descrlbed in some of the material specifications. 3. Address for Submittals - The submittals shall be addressed to the Project Manager. .Joseph Bergeron, RE. City of Fort Worth 1000 Threckmorton Fora Worth, TX 76102 DA-57 COST BREAKDOWN In order to establish a basis upon which partial payments to the Contractor may be authorized, imrraediateiy after execution of the contract the Contractor shall furnish a detailed cost breakdown of his cornraot price arranged and itemized to meet the approval of the Engineer. DA-58 STANDARD STREET SPECIFICATIONS H.M.A. . OVERLAY All work fnvoiving paving and/or drainage shall conform to the two f6flo ling published specifications, excepi as modified herein; i f V0aw ASC-27 PART D - ADDITIONAL SPECIAL CONDITION STANDARD SPECIFICATIONS FOR STREET" AND STORM DRAIN CONSTRUCTION — CtTY OF FORT WORTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NORTH CENTRAL TEXAS DA-59 H.M.A.D. MORE THAN g INCHES DEEP When H.NI.A. . greater than 9 inches in depth is encountered. it shall be replaced Willi a combination of H,M.A,C, and 2:27 concrete bawe, as determined by the Engineer. to achieve the required thickness of pavement. DA-60 ASPHALT DRIVEWAY REPAIR At locations where H.M. . . driveways are encountered, such driveways shall be completely repiaced for the full extent of uhiity cut with H.M-A.C, aquaI to or better than the existing dHveway. DA-61 TOPSOIL Where directed by the Engineer, top loll shall be applied in accordance with the City of Forl Worth Transportation and Public Works Department's Standard Speciflcatlons for Street and Storin Drain Construction, Item 118, except as follows: All labor, equipment, tools arld jnciderrtaIs shall be included in the square yard bid price for the top soil. DA-62 WATER METER AND METER BOX RELOCATION AND ADJUSTMENT This Item shall include raising or lowering an existing meter box to the parkway grade specified No payment will bo made for adjosting exisling boxes which are wilhln 0.001 feet of specified parkway grade. The unit price bid shall be full and sufficient payment for alt labor, equipment and materials used In the adjustment of the meler box- DA-63 BID QUANTITIES Bid quantilies of the various Items in the proposal are for comparison onty and may not reflect the actual quantities. Thine is no limit to which a bid item can be increased or decreased. Contractor shall nol be entitled to renegotiation of unit prices regardless of the (Inal measured quantities. To the extent that 4-4.3 conflicts with this provislon. this provision controls. No claim will be considered for lost or anticlpaled profits based upon differences in estimated quandhes versus actual quantities. In particular, the Contractor shall be aware that it is the City's intention that the quantities In Unil I be used Dn ars "emergency" basis only. Total quantities given in the bid proposal may not reflect actual quantities; however, they are given for the purpose of bidding and awarding the contract. A contract in the amount of $200,000 (see Optlons to Renew) shall be awarded with final payment basest oil aclual measured quantities and the unil price bid in 1hls proposal_ Moreover, there is to be real limit on the variation between the estimated quantities shown and actual quantities performed. PART DA - ADDITI NAL SPECIAL C 0 NDITI N It is understood and agreed [hat the scope of work contemplated In this contract [s that which is designated by the City bit will In not case exceed $200,000 (see options to Renew) Including all change orders. DA-64 WORK IN HIGHWAY RIGHT OF WAY-(OMITTED) DA-65 CRUSHED LIMESTONE (FLEX-BASE) Crushed limestone required for use as a flexible base material shall conform to Specification Item No, 208 of the Standard Specifications for Street and Storm Drain Gonstrucllon for the City of Fort Worth TranspWa#ion and Public forks Department. DA-66 OPTION TO RENEW The City has the right to renew this contract for three ( ) one year termslexpenditures of $200,000 under the same terms, conditions. and unit prices, Tire pity shall give at Ieast sixty (60) days notice prior to the expira3#ion of one year from the date of execution of this contract c of ;gra option period or a Ilke notice at such tirne as there is less than $20,000 left unexpended. DA-67 NON-EXCLUSIVE CONTRACT This contract is non-exclusive. During the term of this contract or any retie e[ hereof, the City reserves the right to advertise and award another contract for like or similar work, if a second contracl is awarded, the City further reserves the rig hI to Issue work orders under ember contract as Ii deems in its best Interest. walhoul recourse. DA-68 CONCRETE VALLEY GUTTER-(OMITTED) DA-69 TRAFFIC BUTTONS-(OMITTED) DA-70 PAVEMENT STRIPING-(OMITTED) DA-71 H.M.A, , TESTING PROCEDURES The contractor is required to submit a Mix Design for both Type "B" and "M aspha[t that will be used far each project, This should be submitted at the Pre-Construction Conference. This design shall not be more than two (2) years c[d. Upon submittal of the design mix a Marshal (Proctor) will be calculated, if one has not been prevlously calculated, for the use during density testing. For type "B" asphalt a maximum of 201% rap may be used_ No Rap may be used in type ,B4 Upon approval of an asphalt mix design and the calculation of the Marshal (proctor) the contractor is approved for placement of the asphalt. The contractor shall contact [tie City Laboratory, through the Inspector, at least 24 hours in advance of the asphalt placemnnt to schedule a technician [o assist In the monitoring of the number of passes by a roller to eslab[ish a rolling pattern that wid provide the required densities. The required Density for Type "B° and for Type "D" asphalt will be 91% of the caloulated Marshal (proctor), A Troxier Thin Layer Gauge will be used for all asphalt testing. f 1102JV4. ASC-29 i PART DA - ADDITIONAL SPECIAL CONDITIONS After a rolling pattern is established. densi#fes should be lakes at localions not more than 300 feet apart. The above regLLiremerrt applies to both Type "B" and "D" asphalt. Densities on type "B" must be done before Type "D" asphalt is applied. Cores to determine thickness of Type "S" asphalt nimsl tie taken before Type "D" asphalt is applied_ Upon onrnpletion of the application of Type "D" asphalt additional cores must be taken to determine the applied thickness. DA-72 SPECIFICATION REFERENCES W yen reference Is made In these specificatlons to a particular ASTM, AWUUA, ANSI or other specification, it shall be understood that the latest revision of such speclficalion, prior to the date of these general specifications or revisions thereof, shall apply. ISA-73 RELOCATION OF SPRINKLER SYSTEM BADE{-FLOW PREVENTEWCONTROL VALVE AND BOX-(OMITTED) DA-74 RESILIENT-SEATED GATE VALVES Any resilient-seated gate valves supplied for this contract stall conform to Material StarldnTd E1-26. STANDARD SPECIFICATIONS FOR RESILIENT-SEATED GATE VALVES, with the exception of size requirements in sections E-26.1. All res4lent-seated gate valves shall be mt� chanical joints and be approved an the City of Fort Worth Standard Product List. DA-75 EMERGENCY SITUATION, JOB MOVE-IIS-(OMITTED) CSA-76 1 1/2" & " COPPER SERVICES The following is an addendurn to E1-17, Capper Watef Service fines and Dopper Alloy Couplings- All fittings used for I 'A" and 2" water services lines shall be compression fittings of the type produced with an IMeFnaI "gripper ring" as manufactured by the Ford Meta r Box Co., Inc., Mue11er Dompa"yr or approved equal. Approved equal products shall submit shop drawings and manufacturer's catalog information for approval. Contractor shall make all cuts to the copper tuning with a copper tubing cutter tool specifically designed for this purpose in QFder to provide a clean. square cul. The use of hacksaws or any other type of cutter Will not be allowed_ Prior to installing the compression fittings, the copper tubing w1II be made round by the use of a "rounding tube" specifically made for that purpose. Payment for all work and materials assoclated with 1 ' " and Z" copper services shall be included in the price of the appropriate bid item. DA-77 SCOPE OF WORK (UTIL. CUT)-(OMITTED) DA-78 CONTRACTOR' RE PON S IBILTY (UTIL, CUT)-(OMITTED) 11Yoo4 ASC-30 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-79 CONTRACT TIME (UTIL. CUT).(OMITTED) DA-80 REQUIRED GREW PERSONNEL & EQUIPMENT (UTIL. CUT)-(OMITTED) DA-81 TIME ALLOWED FOR UTILITY CUTS (UTIL.. CUT).(OMITTED) DA82 LIQUIDATED DANA (UTIL, CUT)-(OMITTED) DA-93 PAVING REPAIR FDGES (UTIL. CUT)-(OMITTED) DA-84 TRENCH BACKFILL {UTIL. CUT)-(OMITTED) DA-85 CLEAN-UP (UTIL. CUT).(OMITTED) DA-86 PROPERTY ACCESS (UTIL. CUT)-(OMITTED) DAk137 SUBMISSION OF BIO (UTIL. CUT).(OMITTED) DA-98 STANDARD BASE REPAIR FOR UNIT I (UTIL. CUT)-(Old MED) DA-89 CONCRETE BASE REPAIR FOR UNIT Ii & KNIT ill (UTIL. CUT).(OMITTED) DA-90 2" TO 9" ii.M A.C. PAVEMENT {UTIL. CUT)-(OMITTED) DAµ92 MAINTENANCE BOND (UTIL. CUT).(OMITTI D) DA-93 BRICK{ PAVEMENT (UTIL, CUT).(OMITTED) DA-94 LIME STABILIZED SUB RADE (UTIL. CUT)-(OMMED) DA-95 CEMENT STABILIZED SUBGRADE (UTIL. CUT)-(OMITTED) DA-96 REPAIR OF STORM DRAIN% STRUCTURES (UTIs.. CUT)-(OMITTED) DA-97 "QUICK-SET" CONCRETE (UTIL. CUT)-(OMITTED) DA-98 UTILITY ADJUSTMENT (UTIL. CUT)-(OMITTED) DA-99 STANDARD CONCRETE SIDEWALK AND WHEELCHAIR RAMPS (UTIL. UT)- (OMITTED) DA-100 LIMITS OF CONCRETE PAVEMENT REPAIR (UTIL. CUT).(OMITTED) DA-101 CONCRETE CURB AND GUTTER (UTIL.. CUT)-{OMITTED) DA-192 PAYMENT (UTIL. CUT).(OMITTEO) DA-103 DEHOLES (MI C. EXT.)-(OMITTED) P-110 X04 ASC-39 PART D - ADDITIONAL SPECIAL CONDITIONS DA-104 CONSTRUCTION LIMITATIONS (MISC. EXT.)-(OMITTED) DA-106 PRESSURE CLEANING AND TESTING (MISC. EXT.)-(OMITTED) DA-166 BID QUANTITIES (MISC. EXT.).(OMITTED) DA-107 LIFE OF CONTRACT (MISC, EXT.)-(OMITTED) DA-108 FLOWABLE FILL (MISC, EXT.)-(OMITTED) DA-109 BRICK PAVEMENT REPAIR (MISC. REPL.)-(OMITTED) DA-?1Q DETERMINATION AND INITIATION OF WORK (MISC. REPL.)-(OMITTED) DA-111 WORK ORDER COCVIPLETION TIME (MI S G. REP L.)-(OM ITTED) DA-112 MOVE IN CHARGES (MISC, RIxPL.)-( MITTED) DA-113 PROJECT SIGNS (MISC. REAL.)-(OMITTED) DA-114 LIQUIDATED DAM AOES (NI ISC. REPL.),(Oi41ITTED) DA-115 TRENCH SAFETY SYSTEM DESIGN.(MISC. REPL.)�(OMITTED) DA-116 FIELD OFFICE-(OMITTED) DA,117 TRAFFIC CONTROL PLAN-(OMITTED) DA-118 COORDINATION OF WORK WITH CONTRACTOR FOR OTHER UNITS- (OMITTED) r rrrr ASC-3 PART IAB SPECIAL PROVISIONS FOR STREET AND STORM DRAIN CONSTRUCTION SPECUL PROVISIONS FOR STREET Table of Contents AND STORM DRANIMPROVEAlENTS|. SCOPE OF WORK.............................................-...... .................................................... ............. ........8P'4 2. AWARD OF CONTRACT ......----..................................... ...... ...... ......-------........................SPA _ 3. PRBCONSTRUCTION CONFERENCE........................... _--.-..................... ................. ............ ...8P'4 4. CXA-MOWA7lON OF SIT F .............................--,-,,,,,,~.,.,.,~....................................................... ......SP~4 5- BID S(JBMITTAL...................... -^---^-'^`'-'`- ...............`-'- .......- ..........-^'—'^~----''sp-s 6, l9��7ER FCxDL��}NSTBUCTTOH[--------------'---'.-..-.-----_------.-AP'5 7, S AN IT�4RY FA CJInTESFOR 9YORCE R8-- ............................... ......................- ......... .......... .....Sp-5 8, PAYMENT..........................`......'_. ............................................ ........... 39'5 9. SUB80DU4RYWORK...... .......................... ____,,,.'_,°^,~,°........��� ____ ............. ....sp-5 10. LEGAL ItaATION8AND RESPONSWILITIES TOTHG9\JBIlC.............. --_- ........ .~~. .........................................----_-. .............................8I-5 11, WAGE DLkTJ2S ....... -~~*~~~'^"----'-......................... -'-~'^^~^'^^~~~�--~^'^-----���� 12. EXISTING UTILITIES...... .........................................-.............^'~^ .................................---`'sp-6 13. PARKWA Y CONSTRDCT%UN-- ...... .......................................... ...........— ....... ......................Sp-�6 14, MATERIAL SIORAJ3£ ........' ............................... ............. ____ .............. ....... _ ....................sp-7 15, PROTECTION Ot EXIST7NG UTD.TT7F-S ANDUM-PQOVEMEyTS..............................-........ .- .................................. ...... -...........---_,.SP-7 16. 1n|CBEAQBORD2C8E ASE I1yQCyAJNT17IL9...................................................... --,.,.,',.,~.~---SP~7 17, CONTRACTORS 8E8P0NS IB]LIT YFOR DAM AGE CLAIMS........ ........................'',~.,.-..'..........SF-7 I& EQUALEMP LOYMr�.-.NT PROVISIONS --................ ...... .......................... - .......... -.-.--~--��-� 19\ MINORITY AND WQM-EN8BUSINESS ENIERPIUSE iMIu13EJCOMPLIANCE...... ..................... ' ............... ........ ...... ---. ........ ...... ..........-......---sp-8 20. FINAL CLEAN D9- .... ............. ...... ................... -...............-.........-......-'--------- .......sp'9 21. '8 COWLANCIE WI3l-T WOBKER^S CO&WEN8AT%ONLAW-........ .-.-.----.-- .............. ................................................... ..........sp'9 22. 8 ........—'-'-__ .........................................-_—_--.........._--_--S9'11 33. MECHANICS AND 8LIEN.............. ......... .................... ......................................SP'12 24. WORK(}RDRk DELAY ........................... _'.'... ........ .................................. ..................... ---��'l� 25. WOR-KF#G DAYS ..........--'-- ...... ..................... ........ -- ........... ............_----- ........ ..~����� 26 RJG]IT7O ABANDON ........................ .................---...................~........................~....... .......... 8p-12 27. CONSTRUCTION SPECIFICATIONS .,_ ...... .................................................................. ................SP-12 28 MAINTENANCE STATEMENT .....--_---------,-,-._-__,,__-,--_._S9-12 29. DELAYS .__—_--_----._.._....... ...... ........................................................SD-|% 30 DET01URS AND BARRiCADELS '. .................. .................. ~ ...... ...... ........ 31. DISPOSAL OF8P01 UMI. MATERIAL . ........ ...... ................................................................ .......8P-|3 32. QUAJRYCONTROL TESTING ................... ........ ........................................................ ...................8P-13 33, PROPQR2rY ACCYSS ........................................ ... ........ ......... ......... .................. .-- ...................SP-14 / 34. 8AJ-E7Y RESTRICTIONS-WORK NEAR B308l/O[TAGELI4E9 ....... ... ......^ .................'3P-14 / 35. nvATBRD£PARJ.M DJTP8E'[/\8ALDPICACIONS -'.'....,-.----------------...-8p'|4 36. RIGBTTO A\JDlT ..............---................................. ........ ......................---..... ....... ..........--.sf-14 . 17. CONSTRUCTION STAKES ............................ . ... ..........,.,..,.,......................................................SPA 5 38. LOCATION OFNEW WALKS AND DRIVEWAYS -----..-------------------���]� 39, EA RJY WARNING SYSTEM FOR COy@S%RUCTION--------..--.........................................8P-15 40AIR P{]1-L.LITION WATCH DAYS -........... .......................................--- ........ -- ......................SP-16 SPECIAL PROVISIONS FOR STREET AND STORM DRAILN IMPROVEMENTS Table 4qf Contents CON SrRU(MLQN ITEMS; 41. PAY rl'EM- UNCLAS SIFLED STREE TLXCA VATION................. ......... .................sp-16 41 PAY ITEM -6" RETNFORCED CONCRETF PAVEMENT................................................ .......SP-17 43. PAY ITEM -SYLICOW,JOINT SEALTNG................................. ...... ..............d b................SP-17 44. PAY ITEM-7"CONCRETE CURB.-�......_................. ...d............__......$p-2 1 45. PAY ITEM -kETAINTNG WALL.......d........db,...bd,db........d............................. ................ .. ... .....SP-21 45, PAY FMM -RFPLACE EXIST.CURB AND CI=R...... .........sp-21 47. PAY ITEM-FD4AC TRANSITION..........._...... .. ..........+........... ,...,....d.............................. ....SP-21 48. PAY ITEM-8"TMCK LDAE STABILIZED S(MORADE AND CEMENT FOR RBGRADE STABI'LIZAT'JON.......................................... ........ .................. .......... ..................++.,..,..... P-2L 49, PAY ITEM -6t'B AC PAVEM EN'r{THICKNESS TOLEPLANCES AND RMAC TIFSTIN(3 PROCEDUPES).........__......._.................d.'"._......____........__................. ...............SP-22 so. PAY rr P-m -CiDNCRETT-FLAT WORK(CURB,CLRB &GUTrER,SEDEWALKS, LEADWALKS, WHEELCH ArR RAMPS AND DRIVEWAYS). ...... ........SP-23 51 PAY rFFM-REMOVE EXISTING CONCRETE SLDEWALX,DR-fVEWAYS, STEPS, LEADWALKS AND WHEELCRAIR RAMPS.,........... ....................................................SP-23 52. PAY ITEM -kEMOVE E_)a9T1Ni5 CURB AND GLITTER.............................................. ....................SP-23 53. PAY FTEM -REMOVE EXISTING 0JRB USLET.......... ..........._._..........__............... --------_._.___'sP-23 54. PAY ITEM -6"REB�T-ORCFD CONCRETE DRIVLWAY-__-.-_------------- .........................................SP-23 55- PAY rFEM-.4* STANDARD CONCRETE SIDEWALK.LEADWALK AND WI-HRELMALR RAmp................. ......................_......__...............SP-23 56. PAY rrEm -s'rANDARD T'CTRA AND I$-QUTTFR......................................................................SP-24 57. PAY rrEK-NEW 7"CONCRETF VALlFY'QlUTTER_................... ....... ........._.................... ......-SP-24 58, PAY ITEM-STORM DR.ArN INLETS .......... ........ .........................__..,._sp-24 59. PAY ITEM-STORM WATER POLLUTION PFXVE-NTION{FOR DISTI=M) A"AS HQUAl TO OR GREATER THAN I ACRE).................b......................................... ........SP-25 60. 13 RE 13M FMK-PROJECT DF-SIGNAnON S IGN......................................................................... ........SP-26 61. PRE BID ITEM-Ln'lUTY &DJUSTMENT......___........................+............+.+,........,.r„-... ............._SP-27 62. PRE 91D fTEM-T0['SOILL-_-,b..........................................................................................................SP-27 61. PM DID ITEM-13OLLA RDS...............................__........ ....... ......... .......... ........... 64, PRE BID ITEM-ADJUST WAFER R VALVE BOX b.......+.+.+..,.+..+.,...+.........................................b.d.d....d.SF-27 65. PRE E11D ITEM - MANHOLE ADRYSTMFNT.......................................................................................SP-27 0. PRE BID ITEM-ADJUST WATER METER-BOX,,,,,b,b.b..........d b...dbdb.......d..........d....d,..db...d,d...............bSP-27 67. NON-PAY rrEm -CLEARING AND GRUBBING............................................. ...................sp-28 68, NO-N-PA Y ITEM.- SPRINKLING FOR DUST CONTROL............. ..........bad................................ .......SP-28 69. NON-PAY STEM PR(jncrm OF TUFFS,PLANTS AwDsoas...........W....................................SP-29 70. NON-PAY rITM CONCRETE COLOR-ED SURFACE .+.+,.,.,..+.....+,.+...+.+,..+........................... ........._SP-28 71. NON-PAY ITEM PKOJECI' CLEAK-UP.......... ........ ......____.......................... -28 72, NON-PAY [TEM PROJECT SCHEDULE... ......____........ ........ ...... ............... ...........SP-29 73. NON-PAY ITEM NOTIMCATION OF RESIDENTS ........... ..........................................____....__SP-29 74. NON-PAY ITEM PUBLIC_NGTTIF ICATION PRIOR TO BEGRWING CONSTRUCTION...... 75. NON-PAY ITEM PRE-CON STRUCTION NEIGHBORHOOD M EETINQ....................... ......__.._.9pA29 76. NON-PAY ITEM WASHED ROCK.......................__.................. .......................................................SP-29 77. NON-PAY ITEM SAWCUTOF EXISTING CONCRETE-..+.+.....,+......,.+....,+..+..+........ ......___......_-.0-30 78. NON-PAY ITEM LOCAT['ON AND EXPOSURE OF MANHOLES AND WATER VALVES ............____......................................................................Sly-30 79. NON-PAY ITEM= -I INTO STOkM DRAIN STRICT[FRF........................................................SP-30 OWT/05 SP-2 SPECIAL PROVISIONS FOR STREET AND STORM.DRAIN IMPROVEMENTS Tabte of Contents 80. KON-PAS' ITEM- SPREWLER HEAD ADJU STM ENT............................_ _,.,__.........................._.....SP-30 81. NON-PAY L'1'EM-FEL FOR STMET IJSE PERMITS AND RE-IiwFSPEMON ..............................SP-30 82. NON PINY I'T'EM -TEMPORARY ERGSTON,SF..DMM-NT ARID WATER POLLUTION CONTROL(FOR DISTURBED AREAS LESS-THAN 1 TRE)....SP-31 93. NON PAY ITEM-TRAFFIC CONTROL. ................................................................................ _......... P-32 84. NON PAY IMi M -POWER AND I GAT(STAND)POLE RELOCATION .................................SP-32 05127135 P-3 SPECIAL PROVISIONS FOR STREET AND STORM DMN IMPROVEMgMTS FOR. 2004 STP PA EM NT RRCONS7'RUC'TiON ANi} WATER AND SANITARY SEVMR MAIr 1 REPLACEMENT,T,€'ON'TRAC T 23 LrNIT I: Water Project No. P253-541200607170016783 UNIT 1: Sewer Project No. P258-54120070717041.6783 LFNTI U- TfPW Prajeet No. 200-541200207400016783 DOE, NO, 4912 WnterlSt er Project No. J+;-18.1E04 T/PW File No.K-1919 1_ SCOPE OF WORD- The work covered by Ihes a plans and speoiftatilons consist of the fallowing: Reconstruntlon of Berlrose Ave=.(Matti sion Ave to f)orolhy Ln,}, Clarke Ave. (Camp Bowie Blvd, to Virginia PI J, and Mc1 dlin Ave. (HaskelI St. In West Dead End 1 and all other rnIscel lant-mis items or construction to be performed as outllnened in the plans and specifications which are necessary to satisfactorily complete the work. . AVVARD OF C:ONTRACT. Sobmissitan of Bids: Unit 1 and Unit I I constilute a package. If the Contractor submits a bid on both Unit 1 anti Unit I and has the lowest respon sive proposal prEce, the Contractor will be the apparent snccesstul bidder for this project. The Contractor can bid either the HI ACS alternate and{of the Concrete alternate_ The additive alternate mur,( be included in any bid Sidbers are hereby irsforrnad that the Director of the l epaftment of Engineering reserves the right to evaluate and recomrnend Io the City Council the best bid that is considered to be in the best Inlefest of the City. 3. P EC.ONSTRQGTtQN QQNFEREN E: The successful Contractor. Englnaer, and City -City shall meat at the call at Itie City for a preconsiruction conference before any of its work begins on this project_ At this time, details of sequencing of ibe work, contact Individuals for each party, request for survey, and pay requests will be covered. Prior to the meeting, the Con Iractor small prepare schedules zhow]ng the sequencing and progress of their work and its affect on olhers. A final composile schedule will be prepared during this conference to allow an orderly sequence of prajecl construction. As used her eln, the term "Englnoaf' shall mean the design engineer who pr@pared and sealed 111 plans. specifications and cohtraci docurnents for IhIs project. 4. 9X . MINATIOR(3F SITE: It shall be the resporrs1b]IIly of the prospective Udder to vlslt Ilie project site and make such examinations and explorations as may be necessary to determine all conditions that may affect construction of this project. Particular attenflon s6ouId be given to mo1hods of providing ingress and egress lo adjacent pHvate and public properlles, pracedures for protecting existing Irnprovernents and dlsposi#son of alli materials to be femoved. Proper consideration should be given to these details during preparation of the Propos aI and all unusual t;criditions that may glve rise to later contingencies should be brought to the attention of the City pdor to the submission of the Proposal. During the construction of this project, it is required that all pafkways tse excavated and shaped including bar ditches at the sarno time the roadway is excavated, Excess excavation will be disposed of at IocaNaris approved by the Engineer. During constructlon of lids project, the Contractor shall comply with present zoning requlrernents of the City of Fart Worlh In the use of vacant properly for storaige purposes. 05127105 SP-4 5. BID SUBMITTAL: Bidders shalt not separate, detach or remove any porflan, segment or sheel6 From the contract documerits at any IIme. Failure to bid or fully execute contract withmil retaining contract documents Intact may be grounds far designafing bids as"non-responsive" and ri jectin9 gids as apprvpfWe and as determJned by the Directur of tha DepartrnenI of Erigineefirrg, B. WATER FQR Q 0NSTRU Tom; Water for cons€Tuctlon will he furnished by the Contractor at his own expense, 7, SANITARY FACILITIES FOR RI<FIBS- The Contrac€or shall provide all necessary _. conveniences for the use of workers at the project sfte_ Specific allention Is directed to this equipment_ 8. PA` MENT. The Contractor shall receive 1`0 payinant from the Ciiy for alt the crr# based on unit prices bid un the proposal and specified in the plans and spec iftt;atlon ;and approved by the Engineer per actual field measurement. 9. SUBSIDIARY WORK Any and all work specJflcalily govefnad by documentary requirement fiir the projects, such as conditions Irnposed by the Plans, the General Contract Dociimen Is or these special Cori Ifacl Documents, In which no-specific Rem fcir bid has been provided for in the Prope5a1, shall be considered as a subsidiary item or work, the cost of which shall be Included in the price bid in the Proppsai ror each bJd item. Including but not 1irnRed to surface restoration cleanup and relocation of m allboxos. All obfectlonable matter required to be rernoved from wilhin the right-of-way and rat par#icutarily described under these specificatlons shall be covered by item No_ 102 -Clearing and Grubbing" and shall be subsidiary to the other Items of the contract. 10. LEGAL RELA _IONS AND RE_ PQNS181LETI___..ES.TO THE PL�BLI ; Th$ Cantracter's par#icular l attentlan Is directed to the requirements of Rem 7, "Legal Relations and Responslblilfies €o the Publle of the "Standard S pecificat€ons for Street and Storm Drain Con struction 1#. WAc E RATES; Compliance wlIh and Fnforcernent of Pravallinp Wage Laws Duty [aria evaEll g 1rUag a_.jep_s. _ The contraclor ahall comply with all requirem enIs of Chapter 2253, Texas Gvvernmerit Code(Chapter 2258), IncIuding the paymenI of nol less than #lie rates determined by the City CounclI of the City of Fort Worlh to be the prevailing wage rates ire accordance with Chapter 2258_ Such I)reval11ng wage rates art included in Ihese contract deGum enis. Penalty for—Violation. A cGnIfactor or any subcontractor who does nol pay the prevailing wage shall, upon domand mane by the City, pay to the City $80 for each worker employed for each calendar day of paft of the clay Ihat the worker as paid less Ihan the prevailing wage fates stipulated In t{Lese contract docurnents. This penal Iy shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258-023- Corn plai nts 258.023_Cornplaints of Violatlons and City Determination of Dead Cause. On receipt of information, including a complaint by a worker. corccernin0 afi alleged violation of 2268-023, Texas Government Code, by a ci�sfrtractor or subcontractor, the City shall make an in Mal delermination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that t€1e violatioi t ccrurred, The City shall riutify in writing the c.onfractor or subcvnlractor and arty affected worker of its initial determination. Upefi the City's dote rminallun that 05127105 P-5 there Is goad cause to balieve the contractor or suhconlrartor has violated Chapter 2258, the City ahaII retain the full amounts claimed by the claimant or ciairnanls as the difference between wages paid and wages dire undo the PM/Oing wage rates, such amounts being subtracted from success Ive progres8 payments pending a final determInelion of the violallon. Arbt lone R nufr d.i .U�a tiaragt I csolved, An Issue reiatir}g to an alleged vloiation of Section 2258.023, Texas Govemment Code, Including a penalty awed to the City or an affected worker. shaiI be submitted to binding arbitral Ian In accordance with the Taxas General Arbllratian Acl {Article 224 el seq., Revised S Iatutas}if the contractor or su boa n If actor and any affected worker do nol resolve the issue by agreement before the 15th day after the date the City fnake8 its initial detefminallon pursuant to paragraphs (c)above. if the persons required tet arbitrate under this section do not aWeta on an arbitrator before the I I1 day after lite date that arbitration Is required. a dislHO court shatt appolnl an arbitrator on the pelilion of any of the persons_ The City is not a party In the arbitration. The declsion and award of the arbIIrator Is Final and binding oil all partlos and may be anforced in arty court of compeleni jurisdiction. Records to he Mainlalned, The ccntraetor and each subcontractor shell, for a period of three (3) years following the date c+f acceptance of the work. malntoin recofds Ihat s tow (l) 1h name and Mcupation of each worker employed by the contractor In the construction of the work provided for In this contract; and (H)the actual per dlem wages paid to each wormer_ The records shall be open at all reasonable h OWS far inspection by the Cfty. The provisions of the Audit sectron of these contract documents shall pertain to tats inapectian. Pay Estimates_ With each partial payinerit astimate or payroll period. whichever is less, the conlrsctaf shall submit apt affidavit slating that the cvnlractof has complied M91 the requirernerits of Chapter 2258. Texas overnrnant ode_ Postincl of Wage Bates. The contractor shall post the prevailing wage rates in a conspicuous place at the silo of the project at all times. Subcontractor Cornpliance. the conlractor shall inciude In its subcontracts andlor shall otherwise require all of its subcontractors to comply with paragraphs (a) through (g) above_ (Wage rates ars attachad at the and of tris seitfvra.) 12_ FEXISTING UTILITIES; Thio locations and dimensions shown on the plans relative to exisling utilities are based on the best Information avallable, tt shall be the Contractor's responsibility to verify location of adjacent andfor c;arrflicting utlli ies sufficiantly In advance of consiruction 1;n order that he may n olliate Such lent adjustments as are necessary in the c onstruclion process in order to provide adequate clearanre. The CanIfactor shall lake all necessary precautions in order to protect all services ancountemd. Any darn ape to utilities and any losses to the tiIlllly Olty due Ip dIsruptlon of service resullJng from the Contractor's operations shall " at l hie Contractor's expense_ _ 13. PARKWAY CONI TRU TION: During the construction of this project, It Will be required 1h91 all parkways be excavated and shaped al the same time the roadway is excavated. Excess excavation wl11 be disposed of at Jocatinns approved by the Director of the Department of EngIneering. 0507105 Sia-6 14. MAT LRIAL STORAGE: Material shall nt be stored on private property unless the Contractor has obtained permission from tho property City. 15. PROTE Tf0N OF EXIST ING UTILITIFS AND IMPROVEMENTS, The Contractor shall take adeguatu measures to protect ala existing structures, Improvements 8nd utflitfes, which may be encountered. The utility lines acid conduits shown on the plans are for iElf ormati€sn only and are not guaranteed by the City or the Engineer to be accurate as to extent, tocation anal depth, they are shovm an Me plans as the fest informallon available at the time at design. from [he Owners of the utilities Involved and from evidences found on the ground, '16- INCREASE OR DECREASE IN QUANT ITIC ; The quantities shown In the, ProposaI are approximate. It i� the Oaritractor's sole responsibility to verify all the rninor pay IVmi qurantities prior to submMill a bid. No add IAonal cornpensa#inn shall be paid to Contractor for error;; in the quantifies_ Final payment will ba Based upon field measure moats. The Clty reserves the right to alter the quan#itie5 of the work to be per•fornned or to extend or shorter` the improvemonts at any dine avllen and as found to be necessary, and the Contraefor sftall perform the woo as altered, increassd or decreased at the unit prices ar,established in Ilio contract docEaments- N allowance wiiI be made for any changes In anticipated prof is or shall such changes be considered ar;.waiving or invalidating any conditl ons or provisions of Itie Cori Vaut Documents_ Variations In quantities of storm drain plpes in depth categories shall be interpreted herein as applyfng to the ovorali quantitios of storm drain pipe In each pfpa size but not to the uarinus depth categories_ 17. CONTRAC-7-OR S RESPONSISILr Y FOR DAMAGE CLAWS. Contractor Covenants and agrees to fndemnify City`s Cngifieef and Architect, and their personnel at the prcjoet site for contractor's sole negligence. In addition, Oontfactof covenants and agrPes to indemnify, Hole` harrnfess and defend. at its o ra eXPensO, the Ci Cy, its officers, servants and employees, from and against any and all claims or sults for property loss, property damage, personal injury, Including death, arising out af, or alleged to arise out of. the work ani.! services to be performed hereunder by Contractor, its officers, agents. employees, subconlractors. Ifcurisees or Invitees, whether or not any such ```jury, damage of death is caused, In whole or in part, by the negligence or alleged negligence of City, its officers, servants, or employees. Contractor likewise covenants and agrees to Indemnify and hold harmless the City from and against any and all injuries to City's offEcers, servants and employees and any damage, Joss or destruction to property of the City arising from the performance of any of the terms and condilians of this Contract, whethor or`rat any such injury or damage Is caused In wlrala or In part by the negllgenCe or allegod negligence of Ginty, its officers, servants or employees. In the event City receives a written claim far drimagas agalnst the Contractof ar its subcontractors prior to final payment, Fin aI payrnonI shall not be made unIII Cbnifactor eitt'rer(a) submits to City satisfaotofy evidence that the clalm has boon settled ondlor a release from the clalimaant Involved. or(b) provides City with a latter from Contractor's liability frtsurarrce carrlar that tha claim has boon referred to Ilse insurance carder. Tho Director may, it deen3ecl appropriate, refur ;e to aocepl bids on other City of Fort Wartf'r public work from a Contractor against whorn a rJairn for damages is ou(standing as a result of work performed under a City Contract. 18. EQUAL EMP.LOY_MENT.PROV I'S ION: Conifactor shall comply with Ufty Ordinance NV irr3bar 7278 as amended by City Ordlnance dumber 7400 (Furl Werth CIty dada Section 13-A-21 through 12- A-29) prollibiting dlscriminallon in employments practices. 05127105 SP-7 The Contractor shall posl the required notice to that effect on the project site, and at his request, will be provided by assistance by tha Cily of Forl worth's Equal EmpluymenI Off1cer who will refer ony qua€1fied applic nt he may have on €lIe in his office #o the Contractor. Appropr€ale notices may be acquired from The Equal Employment Officer_ 19. MINORITY AND WQmr1 N BUSINESS ENTERPRISE fM(4VBE)COMPLIANCE- In accorc[�nOa wlth City of Tori Worth Ordinance No- 15530. the C1ly tins gaols for the participation of minority business enterpri8es and women business enterprises in Oily contracts, The Ordinance is incorporated In these spacifiratioras by reference_ A copy of the Ordinance may be obtained frern the Office of the City Secretary. Failure to corn ply with the ordinance shall be a material breach of contract_ MNVBE UTILIZATION FORM, MAYBE GOALS WAIVER FORM AND GOOD FAITH EFFORT FORM, as applicable, roust be submided within fire(5) city business days after bid opening, Failure to comply shall render the bid nonresponsive, Upon request, Con tracter agrees to provide the City complete and accurate information regarding actual work parforrnad by a Minority or Wornen Buslness Enterpriss(M/WBE) on Me contract and payment #hereof. Contractor furlher agrees to permit art audit and/or examinatlon of any books, records or files in its possession Thal wlII substantlate the actual work performed by an MBE and/or WBE, The misrepre5enlation of acts (other than a negligent misrepresentation)and /or the cornmissivn fraud by the Contractor Will be grounds far termination of tha contract and/or initiating action under appropriate federal, stale, or local laws or ordInancea relating to false statemant. Further, any such misrepr$senlaiion(other than a nagligent misrepre! err ativn) and/or commission of fraud will result In the Centractor bring determined to be irrerippnsible and barred from parllclpating in City work for a period of time rwi less than throe years. The Oily mdIJ consider the Contractor's performance regard Ing its MJVVBE program in the evalual Ion of bids. Failere to corn ply with the City's MAUVBE Ordinance, or to dernm5trmte "good faith effort", shall result in a bld being rendered nen-re!3ponsiv& to spociflcadorks. Coni ractor shell provide coples of subcontracts ar co-sl gned Jetters of intent with approved MANSE subcontractors prior to Issuance of the Notice to Proceed. Coniractor shall also provide monthly reports on utilization of the subcontractors to the City's IN/ BE off(A. The Oontm iMoF may taunt flrsl and second tier s u bconi raclors and/or suppilers toward meeting the goals_ The Contractor may ccuni low6rd its goal a p-artivn of the Iota dollar amount of the contract with a Joint venture equal to the percentage of tiro MfWBE particlpation irk the joint veflture for a clearly deflned portion of the work tO be performed. All M/WBE Cantraclor$ used in FrieefFng the goals must be certified prior to the award of the Conlracl. Tho M/WBE Con tractor(s) must be cerllfled by eIther the North Cenlfal Texas Regional Certification Agency (NCTRCA) or Texas Department of Tran spartatlon (Tx DOT), I-IEghway D1vlsion and must be located Jm the Nne (9) county marketplace or currently doing business In the rnarkotpInce at IIrno of bid_ The Contractor shall contact all such M1WBE subcontractors or suppliers prior to listing Thom on the M WBE uliii7at€on or goad faith effort forms as applicable, Fallure to contact the listed M AN BE subcontractor or supplier prior to bld opening may result In the rejectlon of bid as non-respons€ve_ Whenever a change order affects the work of an M(VV BE subcontractor or supplier, the M1VVBE shall he given all opportunity to perform the warts_ 1Nhenever a change order exceeds 10% of the original contract, the M[WBE coordinator shall deterrrkine the goals applicable to ilia work to l performed under the change order " During the term of the contract the contract shall, 1_ Make no unjustified charges or deletions In kis MAN13F particlpation cvrnmitments submitted with or subsequant to the bld, and, 05127/05 5P-8 . if substontaal subcontracting andIm substantial supplier opportunities arise during the term of the contracl which the Contractor had represented he would perform u+ith his forces, the Contractor shall notify the Clly before subcontracts or purchase ordars.are let, and shall be required to comply with modiflcalions to goats as determined by the City. and. . 5ubmIt a REQUEST FOR APPROVAL OF CHANGE FORM, if the Contractor desires to change or delete any of the MAN subcontractors or suppkers. .fustiflcatiorr for change may be granted for the following: a. Failure of Subcontractor to provide evidence of coverage by Worker's Gampen5ation Insurance_ b_ Failure of Subcontractor to provide required general Ilahility 'uf other insurance. e. Failure of Subcmntractor to execute a standarid subconlrart form in the amount of the proposal used by the Contractor In preparing hts 14fNVBE Participal+on plan. d, Default by the IVINVISE subcontractor or suppl ler in the pattormance of the subcontractor. Within ten (10) days after fInal payment frorn the City, the Contractor shall provide the MfW BE Oifiae with docurrrentelion to reflect first parlicipallun of each subcontractor and s-upplier used on the projoci, inclusive of MlWSEs. 20, ANAL CLEAN-UP: Final cleanup work ahali be done for this project as soon as the paving and curb and gutter has been completed. No more than seven days shaiI elapse after completion of construction before (lie roadway and R.OW, is cleaned up to the satlsfacllan of the Engineer. The Contractor aha}It make a final clew riup of all parts of that work bercre acceptance by the City or Its repr€-,centative_ This cleanup shall include rernoval of all objectlonabie racks, pieces of asphalt or concrete and ether construction materials, and In general preparing the site of the work in an orderly manner and appearance. 21. CONTRACTOR COMPLtANOE WITH WORT ERS COldPENSA710N LAW, A. Workers Cornpensallan insurance Coverage a. DEFINITIONS, b. Certification of coverage ("Cerllfkcate"). A copy of a certificate of insurance, a certifcale or authorlty to self-insure issued by the commission, or a coverage agreement(TW OO-81, TW C- 0 , TWCC-83, OR TWC -84), showing statutory workers'carnpensatlon Insurance coverage for the person i' or entity's employees providing services an a project. ror the duration of the project. Daratlen of the prcied-inctudes the time from the beginning of the work on the project untll the Oon"ctar'gper5on's work on the project has been oompleted and accepted by the governmental entity. Persons providing sorvices un the project("subcontractor"in 406.096)-indude5 all persons or entities perform Ing all or part of the services the Contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the:Cantraclor and regardless of whether that person Inas employees. This includes, without limitation, independent Contractors, subcontractors, leasing companies, motor carriers. Clty-operators, employees of any such entity, or ernpluyeas of any entity Aich furnishes persons to provide services on the project. "Servlcas"include, uvithout JimitaUcn. providing, hauling, or delivering equipment or materials, or providing labor, transportation. or other services related to a project. "Services" does not Include actibitles unrelated to the project, such as fcvdlbeverage vendom. office supply detivertes, and delivery of portable t4ltets. The Contractor shall provide coverage, ba S" on proper reporting of ctassafication codes and payroll amounts and (Fling of any coverago agreemerfts, which meets the statutory reC[uirenients OW27105 5P-9 of Texan l.alror Code, SeclJon 409.011(44)or all employees of the Contractor provIdIng services on the prgjact, for lite duratlon of they project. c_ The Contractor must provide a cerfif[rate of coverage to the gavarnmenlal en tilp prior to being awarded the Gontrai-,I. d, if tete c:ovafage pearled shown on the Con"clor's current certificate of coverage ends during ilhe durallon of the project, the Contractor mist, prior to the and of tha coverage paviod, Me a new certificate of exiverage with the governmental enIlly showing that covarage has been extended, e. The Contractor shall obtain from each person providing servlce:s on a project, and provide 10 the governmental entity_ (1) a cerllrpate of coverage, prior to that person beginning work on the project, iso the governmental en ity will have on fife certificates of coverage showing coverage for all persons prodding services on the projecl`, and ( ) no tater than seven days after receipt fey the t.ontraotor, a new certificate of covornge showing extenslon of coverage, if the coverage period shown on the current certificate of coverage ends during the dura flon. Gf the project_ f. The Contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. g. The Contractor shall notify the governmental entity in writing by cerlifted malt or personal deellvery, within fon (10)days aftef the Contractor knew of should have icncxwn, or any change that rnalerially affcacts the provlstnrz of cova rage of any person providing services on the project, h, The Contractor shall post on each project alts a notice, In the text, form and manner prescribed by the Testas Workef's Com pansallan, informing all persons providing servlces on the project chat they are reclOred to be covered. and stating trove a person may verlfy coverage and rfaporl Iack of coverage_ i The C,'ontrac[or shaiI contractuaIly require each person with whom it contracts to provide services an a project, to. (1) provide coverage. based on proper reporting on classification axles and payroll amounts and filing of any coverage agreements, which meets the statutory requIrerriattts of Texas labor Code, Section 401.011(44) for all of its employees providing services an the project. for the duration of the prGject. (2) provide to the Conlractor, prior to That parson beginning work on the project, a Certificate of coverage shawfn0 Neat coverage is being provided for all employees of the person provtding services an the project, far the duration of the project; (3) provkde the CantraClorr prlor to the ertd of the coverage period, a now certificate of coverage showing extension of coverage, if the coverage period shover}an the current certificate of covefape ands durinp the duration of the project; (4) obtain form each other persan w1th Morn It contracts, and provide to the Contractor' (a) a certificate of coverage, prior to 1he other person beginning work on the project: and 05127105 SP-10 N a new cerNpcate of coverage showing extension of coverage, prior to the eM of Vie aov�rage period. I[ the coverage period 0iown on the current certificate of coverage antis dudntig the duration of the project, M retain all required certificates of coverage on file for the duration of the project and for one year thereafter_ (d) notify the Governmental artitlty in wrlting by cer(IFed mail or personal delivery, within ten (10)days after the person Knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (o) contrsactuaily ruquire each person with wham it contracts, to perforin as required by paragmphs (1)-(7), with the cortiftcates of coverage to fie provided to the person for whom Viey are providing services_ j. By signing this contfaQ or providing of causing to be provided a certificate of coverage, the Contractor is representing to the governmental entity that all employees of the Contractor who vAI provide services on the project will be cave red by worker's com p ensall ori coverage for the duration of the protect, that Iho coverage welt be based on proper reporting of clpssJflcalion codes and payroll amounts. arrd that all coverage agfeements will be filed with approprlate insurance cofHer or, In the c=ase of a self- rnsured, with the commission's 0Mslon of Self-Insurance Regulation. Providing false or misleading information may subject the Contractor to administrative, crlmIna 1, civil penalties-or olher civil actions, k. The Contractor's failure le.comply with any of these provlsIQns is a breach of coal racl by the Contractor which entltles the govarnrnen[a] er:tity to declare the contract veld ii the Contractor does oat remedy the breach within: ten day after receipt of notice of breach from the governmenial enlity, a_ The Contractor shaft post a notice on each project slte informing all persons providlnfl services on the projerl that They are required to be coveted, and slating how a persorti may verify current coverage of d report If ail ure Io provide coverage. This police does not satisfy other posting requirements Imposed by the Texas Worker`s Cam pen sa]Ion Apt or other Texas 1 orkef's Cornmission rules_ This notice musl be printed with a title in al least 30 polo l bold typo and lex# in at iees1 19 poJnt rLO(mal type, and shall be in both English and Spanish and any other language ourlirnUn to the Worker popu[ation The text for the notices shall be the followlrLg text, wathe uI any additional words or changes: "REQUIRED WORKER'S CO IMP EIN19ATION COVERAGE The law requires That each persorti working on this site ar providing services reIaled I tris cansinxtion proaect mtist be covered by worker's compensation instifanae_ This includes persons provJdirkg. hauling, or dellvering egLOpment or rnaiefials, or providing labor or transportation or olher servlre retated to the project. regardless of the identify of lheir ernpfoyer ar sfatus as an ernployee." Call the Texas Workees Compensation Commission at 512-440-3789 to receiva' Inforrnaflon cn the legal ragrrirernant for coverage, too verify whether your employer Iia5 provided the required coverage. c to report an employers failure to provide coverage". 2. SUB STIT UTIONS7 The specifications for niaterJals sat oul the minim wri standard of quality that the City hellevos n© scary to procure a satisfactory project. No substitutions wail be permitted 06!27105 SP-1 I until tha Contractor has rived written permissh)n of the Engineer to make a substitution for the rnalerial that has been spenll€ied. Where the term "or equal', ur`or approved equal' is used, It 15 underslood that if a material, product, or place of equipment bearing the name 84�4JSed is furnished, it will be approvabie, as the particular trade name was used for the purpose of establishing a standard of quality acceptable to lhu City, It a prod up,[of any other nam0 is proposed subs Iii lutes Is procured by the Contractor. Where the term "or equal or'approved equ0' is not used In the spedfica€ions, Ihis does nol necessarily exclude alternative items cr material or equIpmenI which may accomplish the intended purpose. However, the Contractor shall have the full respan sib IIity of providing that the proposed substitution i5. In rac#, equal, and the Engineer, as the representative of the City, shall be the sole judga of the acceptabl 11 ty of substllutions. The provisions of the sub-secl Ion as related to'substituIIori s" shall bty applicable to all sections of these spioclnr._ations, 3_ MECHANICS AND MATERIALMEN's_LIEN: The Contractor shall be required to execute a release of rrtechanics Arad matarialmen's Ilens upon recelp€ of payment. 4, WORK ORE)Ek DELAY- All utilities and right-of-way are expscted to be cleaf and easements andlor permits obtained on this project within sixty(60)days of adverli sem en? of thkis project. The work ardor for subject projeol will not tae issued until all ulllities. Hght-uf-ways. easements andlor permits are cleared or oMain od, The Conlrattor shall not hold the City of Fort Warll1 rasporwsible for any delay Jn i5su€ng Ilse work order for this Oontr2acl. 5, WORKING DAMS; The Coniraolor agrees to complete the Contract within Iha allotted number of work]ng days, 26, Rf MT TO ASANDON- The City reserves lho right t4 abandon, voithnu[ obtlgalion to the Contractor, any part of the pcojecl or lho onIIre pro]oni at arty lima before the Coritractor begins any can 9Iruc0ort work ao(horized by the telly. 27. CONSTRIJCTIOht SPECIFICATtONS: This contract seed protect are govemed by the, two fallowing published specificallons, except as modified by these &pedal Provisions, STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION CITY OF FORT WORTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NORTH CENTRAL TEXAS A copy of ehher of these speciflcatkoha may be purchased at the ofnce or the Deparlmenl of Englneering, 1000 Thfockmorton Street, 2"d Aoor. Municipal Building, Fort W orlh, Texas 76102. The speclfIca llaris appNc:able to each pay stern are Indlcated In the call-ouI.for the pay Ilem by the Engineer. If not shown, then applicable published specl#icatlons In ellher of Ihese dcx.umenls may be followed at the dIscretlon of the Contra.clor. General Provilsilons shall be those of the Fort W orlh docismenI rather Ihan Division 1 of the Norlh Denlfal Texas document, 8. MAINTENANCE S TAT EMF-NT. The Contractor shati be responsible for defects in this project due W faulty maledals and workrn an ship. or both. for a period of two(2) years from date of fin2l acceptance of this project and will be requlfed tD replace a his expense any part or all of the project Which becomes defective due la these causes. 29_ DELAYS, The Contractor shall receive no compensation for delays or hindrance, to the work. except wheia direct and unaveldable extra cask to The CorttrsMr is caused by the failure of the pity to provide Informallon or maleria1, if any. which is to be furnished 1:•y the City. When such ultra compensation is Oalmed a written statement thereof shall be pre5erated by the Con I raclorto the 05!27105 SP-1 2 Mrectcr of the Department of Engineedng and If by him Found correct small be approved and- referred by hire to the Council for final approval or disapproval, and the actlon thereon by the Council shall be final and binding, If delay is caused by specific orders givan by the Englneers to stop work or by the perform ancert of ex Ira work or by the failure of the City to provide material or necessary instructions for carrying qn the wmrk, then such ftay will en11Ile the Contractor to an equivalent exlans€on of lime, his application forwh1c;h shall, however. be subject to the approval of the City Councl€; and no such extension of Nee shall release the Contractor or the surety on his performance bond form all his obligations hereunder wh[ch shall remain In full force untlt the discharge of the contract, 3Q. DETOURS Af+iD BAF2F2C A( -rine Contraat<x shall prosecute his work in such a manner as to create a<minim arn of Interruptive to traffic and pedestrian facilities and to the flow of vehiwlar and pedesMan traffic within the project area_ Contractor shall protect con 9trurhon as required by Engineer by providing bardcacfes. Barricades, warning and detour signs shE l conform to [As Standard ;Speclflaallons "Barrlifa and Warning and/or Detour Signs," hero 524 andlor ars shawn'dn the plans. Construction slgr.ing and barricades shall conform with"1 M Texan Manual an Uniform Trtaffie: Control DeVj r Vol, Na. 1," 31, DISPOSAL OF SPOILIITILL MATERIAL; Prior to Ilse d€spo5Ing of any spollff111 Mated a1, the Contractor shall advise the Director of the Department of Engineering aclIng as the City of Forl Worth's Flood Plain Administrator('Administrator_), of thea location of all 31tes where the Contractor Intends to dispose of such material_ Contractor shall not dispose of such material until the proposed sites have been de3termie-Led by tiiez Administrator to meet the requirements of the Flood Plain Ordinance of the City of Fort Worth (Ordinance No_ 10056)_ All disposed sites must be approval by the,Adm inisIrator to ensure the flllIng is not occurring within a flood plain wJMouI-a permit. A food plain permit can be issued upon apprayal of nee~essary engineering studies_ No fill permit is required if disposal sites are ril in a Flood plain_ Approval of the Corilractor's dlsp pal sltes shall be evidenced by a latter signed by the Administrator staling that the site is not in a Known flood plain or by a Flood plain fill Kermit authoftJng fill wwithIn the flood plain. Any expenses associated with obtaining the fill permit, including any necessary engineering sludies, shall be at tie Contractor's expense, lei the event that the Contractor disposes of spoil/M materials at a site without a f111 permit or a letter from the administrator approving the disposal site, upon notifioatlon by the Director of Engineering. Contractor shah remove the sp0115111 material at its expense and dispose of such malerlals in accordance with the Ordi!nancea of the City and this section. 32. QUALITY CONTROL TESTING. (a) The Contractor shall furnish, at Its own expertise, certifications by a private laboratory for all materials proposed to be used on the project, including a mix deslgn for any asphallte andhar Portland cement concrete to be used and gradallon analysis for sand and creished stone to be used along with the name of the pit from which they material wa8 taken. The Contractor shall provide rnanufacturer's certifications for all manufaclured items to ba aged In the project and will bear any expense related thereto, (b) Testa of the design concrete mix shall be made by the Contractor's laboratory at least mine day,% prior to the placing of concrete using the same aggregate, camant and mortar w+ Ich are to be used later in the concrete. The Contractor shall provlde a oartitied copy of the test re-sults to the City. (c) Quality control testing of on site material on this project will be performed by the City at its own expepse. Any retesting requlre3d as a result of fal lure of the material to meet project specifications will be at the expense of the Contractor and will be billed atit cam marclal rates as determined by the City.The failure of(lie City to make any tests of rrmatedals shall In no way 05/27105 SP-'13 relieve the Contractor of IIs responslbility to furnlsh materials and equlpmanI conforming to the requirements of the contract, (d) Not less than 241 houm notice shall be provided to the City by the i�intraclor for operations requiring ten 11ng, The Contractor shall pravldo access and tfench safety system (if required) for the site to be let;led and any work effort Involved Is deemed to be Included in the unit price for the item being tested, (e) The Conlractvr shall provide a copy of the trip ticket for each load of fill materiat dellvf+red W the job sl to. The ticket shall spaolfy the name of the pit auppiAng the fill material. 33. PROPERTY A CESS.- Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer, 34_ A ET)LRTRI rIOf�lS ,UVOR NEAR HI H VOLTAGE UNES, The 10110wlng procedures wllt be followed regarding the subject Item on chis contrail, (a} A warning sign not lass Ihan five inchas by seven lnohes, painted yellow with black letters that afe legible at twelve feet shall ba placed Inside and outside vehicles such as ctarkes, derricks, power shovel's, driEling rigs, pile drivers, hOiStIrIg rrquipmenl or similar apparatus. The warning sign shall road as follows: N ARNINC-r --UNLAWFUL TO OPERATE TIT EQUIPMENT WTTHIN SIX FEET OF HIGH VOLTAGE LINES- -(h) Equipment that may be operatad within ten feel of high voltage lines shall have an insmlating cage-type of guard about the boom or arm, exculpt (sack hoes or dippers and insulator links on the lift hood connections, (c) When necessary Io work within six feet of high voltage el tris lines, notiricallon stall be given the power company JU Electric, Service Company} oAlIch will erect temporary rnechanlcal barriers, de-energize rhe line or raEse or tower the 11ne. The work done by the power company shall not be at the oxpense of the City of Fort Worth, The notifying department shall maintain an accurate log of all such radia ID TU Eloctrlc Service Company and shall record actian taken In each case. (d) The Contractor is TegUired to make arrangemems with the TU Electric Service Company for the temporary relocation or raising of high voltage lines at the Contractor's sole cost and expense. (e) No person shall work within six feel of a high voltage tine without protection having been Iaken as outlined in Paragraph (c). 35, WATER DEPARTMENT PRE-QUAAny Contractor performing any work on hurt Worth water or sanllary sewer facilities must be pre-qualified with the Water Department to perform such work In accordance with groeodures descrlbed in the current f"orl Worth Water Department General Spedriicatlons which genoral specifications shalt overn perfarmance of all such wofk. 36. RIGHTAUDIT (a) Contractor agrees that the City shall. un it the expiration of three (3) years after final paymenl under Ihis contract have access to and the right la examine and photocopy any directly pertinonl book, documents, papers and records of the Contractor InvolvEng lransaclions relating to this contract. Contractor agrees that the City shall have access during normal OS27(05 SP-14 WOTking beers to all necessary Contractor facili#ins and shell be provided adequate and appropriale workspace in order to conduct audlis in compliance with the provisions of this section, The City shall give Contractor reasonable advance notice of intended audits. (b) Contractor further agrees to Include In all Cts subcontracts hereunder a provision to the effect that the subconlractur agrees that the City shall, under the expiration of three (3) gears after Mal payment under the subcontract, have access to and the right to examine and photocopy any directly pertlnent books, documents, papers and records of such subconlractor involving transactions to the subcontract anid further, that City shall have access during normal working hours to all subconWiclor fadlitles and shall be provided adequate and appropriate work space In order to conduct audits in compliance Ydlh the provislons of this aric[e togathar with subsectlon (c ) hereof. City shall give subcontractor reasonable advance nollce.of Intended audits. (c) Contractor-an d r�ubeonlractor agree 16 photocopy such documents as may be requested by the City_ The City agrees to reimbur8e Contractor for the cost of poples at the rate published In lire Texas Administrative Code in effect as of the time copying is perFormad. 37. CONSTRUCTION STAKES; The City, through Its Surveyor cr agi8nt, wii[prov[da to the Contractor construction stakes c other customary methods of markings as may be found consistorit wlth professional practice to e-stablish lime and grade for roadway and utility construclion and centerlines and benchmaark5 for bridgework. These stakes shall be sex�ufilclently in advance to avoid delay Whenever practical. One set of stakes skull be set For all utility construction (water, aanitaryf sewer, drainage, etc.). one set of excavationtor stabilization stakes, and one set of stakos for cturb and gutter andlor paving. It shall be the sole responsibility of the Contractor to preserve, malntain, transfer, etc.. all stakes furnIshed until corrrpletlon of the construction phase of the project ror which they were furnished. IF, in the opinion of the EngIneer, a sufficient number of slakes or markings provided by the City have been loll, deslrayed. or disturbed, that the proper presecut[on and control of the work contracted far in I h a Contract Documents cannot lake place. then the Contractor shalt replace such stakes or markings as required. An individual regislered-by the Texas Board of Professional Land Surveying as a Regislered Pmfossional Land Surveyor small mplaro Mose stakes, at the Con#actor"s expense. oda claims for delay due to a lack of replacer eftnt of construction stakes will be acceptedr and lime will continue to be charged in accordance with the Contract Documents. 38. LO ATIGN OF NEVU YVALK_S ANDD D_Rf1f AY$ The Contractor will make every effect to protect extling trees %Mthin the parkway. with the approvsl of the englneer the Contractor may re-locate proposed new driveways and walks around existing "es to minimize damage to trees. 39. EARLY WARNIN SYSTEM FOR CONSTRUCTION: Time is of the essence in tha completion of this coptract. In order to Insure that the Oontractot Is resparisive whim notified of unsatisfactory performance andlor of failure to malnlain the contract schedule, tha following process shack be applicable: The work progress on ali construction pralects wIlI be closely monitored. Orr a bi-monthly bans the percentage of work completed will be compared to the perocntnge of 11 me charged tc the contract. If the amount of work performed by the Contractor is lass Ihan the perc en[age of time allowed by 20% or more (example: 10% of the work completed In 30% of ilhe slated contract 11ma as may be amanded by change order). the following proac#Iva measures will be taker., 1. A letter will be malled le the Contractor by certifled mall, return receipt fequested demanding that, within 10 days from the date that the latter is received, it provide sofiac:ient equipment, materials and labor to ensure completion at the work withln ilhe contracl time. In the evenl the Contraclar receives such a letter, the Contractor shall provide to the City an updated schedule showing how the projecl will be completed within the contract time, 2. The Projerl Manager and the Direr#ors of the Veparlment of Engineering, Water Delpartmonl, and Department of Tra n sporla lion and Public Walks will bre mado aware of(he Miva(lon. If necessary, Iha City Manager's Offroe and the appropriate Illy couraeil members may also be Informed. 3- Any notice (hat Mayr in (tie Oli)'s sale disco-etion, be required to be provided to interested Individuals wilt cftatrlh-uted by tho Engineering Dopartmeni's Publ[c Information Officer. 4- Upon re e[pt of the Contractor's response, the appropriate City departments and directafs will be notified. the Erig[neering Department's Public Informe0on Orono{ will, if necessary, then forward updated notices to Elle Interested indlvidual�, 5. if the Contractor fails to provide an acceptable schedule or falls to perform satlsfactoriiy a second time prior to the cornpleflan of the contract, the bonding company wilt be Piotltiad appropnatoly- 46- AIR POLLUTION WATCH DAYS: The Ooptractor shall be required to observe the Following guidelines relating to working erl Ity construction sites on days deslgnated as "AIR POLLUTION WATCH DAYS"- Typically, the OZONE SEASON, within the Metroplex area, runs from may 1, through OCTOBER 31, with 6:00 a.m. - 10,00 a.rn- being crltical BECAUSE EMISSIONS FROM THIS TIME: PERIOD HAVE ENOUGH TIME TO SAKE IN THE HOT ATMOSPHERE THAT LEADS TO EARLY ArTERN0ON OZONE FORMATION. The Texas Carnmisslon on Environmental Quality (T EC). in coordlnaflon with the National Weather Service, wIII issue the Air Pollu(lon Watch by 3:0g p.m. an 11he afteMG05 prior to the WATCH day. On designated Alf PoNution Watch Days, 11he Contractor shall bear [lie respvnsib llty of bele aware that such days have been designated Air Pollution Watch Days and as such shall riot begin work until 10:00 a.m whenever constmctlon phasing requires the use of rnotorized equipment for periods In excess of 1 hour. However, the Contractor may berin work prior to 10'00 a.m. If use of motodzed equipirnent is Iess (herr 1 hour, or If equIp-mant is now and certl Red by EPA as "Law Emitting", or equipment burns U tra Low Sulfur Olesel (ULSD), diesel emulsions, or aIternative fuels such ss GN G. If the Ccntraclar is unable to perform continuous work fel a period of at lead seven hours between the hours of 7;00 a.m. - 600 p,m., on a designated Air Pollution Watch flay, that day will be con sIdefed as a weather day and added onto the allowable weal har days of a giver? month, CONSTRUCTION 41- PAY ITEM - UNCLASSIFIED STUET.E4 AVATIO[V: See Standard Specifcatians iters No. 1g6, "Unclassifwed Street Excavatlon" for speclticatlons governing (his Itiam. Removal of existing penetra lion or asphalt pavement shalt be included in this item. Opereflons necessary to windrow existing gravel base In order to lower or raise subgrade shall be considered as subsIdlary to this Ifefrr and no addlfional cornpen5atiun shatl he given as such- Dur[rrg the cop itruUion of this project. it Is required that ali parkways be excavated and shap-ed et the same time the roadway is excavated. Excess exeevatlen will be disposed of at locations approved by the engineer, 05127105 SP-16 The Intention of the Oily Is to pair only the plan quantity wilhoot measurement. Should eilhef contracting party be able to show ars error in the quantities exceeding 10 percent. then act+ial quantities wlII be paid for at the unit prices bid, The party fegUesting the payment of actual rather than plans quantities I5 responsible.for beafing any Survey andlor measurement costs necessary to verify the actual quantltle�. 42- PAY ITEM - 6" REINFORCED CONCRETE PAVEMENT, (a) All applicable provislorts or standard Speclfcations Item 314 =Concrete Pavement," shall apply. The Contractor shall use a six (6) sack concrete mix for all hand placement in the intersectlens. The unit price bid per square yard shall be full paynieni for all labor, material, equipment and incldentais necesswy to complete the wQfl4- (b) Once an evaluation of the paver'nent is mads to determine whether the crack is due to distress or minor shrinkage, the followlaq paliuy will apply; (1) Whan the crack is minor and dire to shrinkage (cosmetic), then no further Irestment ►vlll he needed. (2) Ir the crack is due to distress(structural), the failed pavemenI must be removed and replaced a rnINmum of i foot- In rro case should Iha remaining portion of the pan al be less than 6 [net wide miter repalrInry the failed panel. (3) Any crack Wthin 12 incises of any joint rnust be removed and replaced a rnInimum of 5 feet to prevent future spalling of the pavement, (c) All oonc cele pavement riot plarad by hand shall be placed using a folly autornated paving machine as approved by the Consiruction Englncer. Screeds VV,111 not be allowed except if approved by the Constructlon Engineer, 43, PAY ITEM - SILICONE JOINT SEALING FOR CONCRETE PAVEMENT, CITY OF FORT W0RTH, TEXAS TRANSPORTATION AND PUBLIC WORKS DEPARTMENT SPECIFICATION For ILIGONF-JDINT tz-ALIh1G (Revision 1, October 16, 1989) (revision 2, May 12, 1994) 9. SCOPE This specification for sllicori4e jolnt sealing Portland Comment Concrete pavernent and curbs shall suporsede Item 314-2, (11) -Jolnt Sc3aling Nlate dals"of STANDARO SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - C IT OF FORT WORTH, and Ilem 2.210 "Joint Sealtng"or STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH TEXAS COUNCIL OF GOVERNMENTS. 2. MATERIALS 2.1 The silicone joint sealant shall meet Federal Specification TT-S-00 1b43A for Class A sealant except as modified by the test requirements of this specification. before the instaI[a[ion of the joint sealant, the Contractor shall fufnish the Engineer cartlficatlon by an independent testing Iaborstory that the silicone joint sealant meet these requirements. 2.2 The manufacturer of the silicone joint sealant shall have a niinIniLim two-year 012-7/05 0P-17 dernvnstrated, dorumented successful field parrormar�ca with Portland Cement Concrete pavement sIIlcone lolni sealant systems. Verlflable dar:um8ntation shall be submitted to the Engineer. Acetic acid cure sealants shall riot be accepted_ 1-hu sllicono sealant shall be cold applied. 2.8 ;elf-Leveling Silicone,loam Sealant The joint sealant shall be Dow C OMkl } 890-SL self-leveling silicone joint sealant as manufactured by Dow Cofning Corporalion, Midfland. M14 8686-0994. or an approved equal, 5o1f-Levelin-.5111cona_Joint SeqIant Fest Method Test Rea0rement AS SUPPLIED "'. Non Volal.11e Content. % min. 96 to 99 MIL-S-8802 Cxtruslon Rate, grarnsfrninute 275 to 550 ASTM D 1475 Specific Gravity 1.206 to 1.340 ""NO Skin-Over Time, rnInuLos max. 60 ""•• Cure Time, days 14 to 21 �,• Full Adhesion, days 14 to 21 AS CURED -AFTER ASTM D 412, Die G Mo-d. Elongation. % min, 1400 ASTM D 3583 Modulus @ 150%* Elongation, psi max. 9 (Sect. 14 Mod.) ASTM C 719 Moverneni, 10 Cyr-log @ +1001-50% No f allure ASTM D 3583 Adhesion lo Concrete. % Bongatlon m1n. 600 (SeoL 14 Mod.) ASTM D 3588 Adhesion Io Asphalt, % Elongation rain. 600 (Seca, 14 Mod.) 2.4 The joint fliler sop shall be of a closed cell expanded potyathylone tonin backer rad and polyethylene band breaker tape of sufricient sire to provide a light seal. The back rod and breaker tape shW be Installed In the saw-'rut joint to prevent (lie joint sea Iant front #lowing to the bottom of the joint. The backer rocs arid breaker tape shall be compatible with the silicane joint sealant and no bond or reaction shall occur between them. Reference is made to the" onstfuclion Detail" sheet for the various joirkt details YAM their respective dimensions. 3_ TIME OF APPLICATION On newly constructed Portland Gcfnont Concrete pavement. the joints shall be IniNaliy saw cut to the required depth with the proper joint spacing as shown an the ^Construction 1)Wail' sheet or as directed by the Engineer wiIND 12 hours of fhe pavement placement. (Note that for the "diummy"joints; the initial' 114 inch width "green" saw-cert and 1he "reservair' saw cut are identical Elnd should be part of the same saw cutting operation. immediately after the saw cotting pressure washIng shall be applied to flush the concrete slurry from the freshly OW7105 SP-18 saw cul Joints.} The pavemon18 hall lie allowed to cure for a minimum of seven (7) days, Tien the saw cats for the Joint sealant rosr;rvolr small be made. the joint cleaned, and the JolnI sealant instaIIed, luring the appllcation of the Joint sealr�rrl, the wealher shall not be inclement and the lemperature shall be 40h {4c} and rasing, 43 EQUIPMENT 4.1 All necessary egWpm enI shall be fufnished by the Contractor. The Contractor shall keep his equipmenI in a saUE;faclary wof king condiiIon arrd shall be Inspected by the Engineer prlar to the "91rining of the work. The rnInIrrium requirements for constr4Ic1i011 equlipment shall be as follows, 4.2 Concrete Saw. The sawing equipment shall be adequate in size and power to complote the J61nI sawing to the required dirneni iians, 4,3 High Pressure +Nater,Pump: The high pressure cold wafer pumping System sha11 be capable of deINering a sufficient pressf,re and volume of water to thoroughly flu 9h the concrete slurry from the saw-cu(JolnL 4.4 Air Comprossors: The delivered compressed air shall have a pressure In excess of 90 psi arid 120 cfm. There shall be sullable reaps for the ramoval.of all Free water arid oil from the compressed al r. Tho blow-tuba shalt 11r lata the saw-ml. joint_ 4.5 Extrusion Pufnp: The output shall be capable of supplying a sufflclent volurne of sealant to the joint_ 4.6 Injection Tool_ Thls rnechanlcal device shall apply the sealant uniformly into the joint. 4.7 Sandblastaf; The design shall be for commercial usewith aircompressefs as specified in Paragraph SA 4,13 Backer Rod Roller and Tooling InsVumerit. These devices shall be clean and free of contamination, Whey shall be c ornpatible with the join depth and width requlrernerrts. I5. CONSTRUCTION METHODS 5.1 GenOf21, The jQlnt reservolr saw cutting, cleaning, bond breaker installation, and JvinI sealant placement shall be performed in a i�:antlnuous sequence of operations 5.2 S awing Jaints. The joints shall be saw--cul to the wldlh and depth as shown on the'Cons tfuction Detail" sheat_ The faces of the joints shall be uniform In width and depth along the fell length of the joint. 5,3 CloilnIfig Joints; Immediately after sawlna, the resulting concrete slurry shall be compJetcIy removed from the joint and adjacent area by flush lFig with hlcdh pressure water. The water flushing shall be done in one-direction to provent Joint contamination, When the Contractor eIccls to saw the Jolni by the dry me#had, flushing the J01nI with high pressure wator may be deIetad_ The dust resulting from the sawing Ishall be removed from the joint by using c.Qmpros sed air. {Paragraph Rev. i, 051 7105 SP-19 I Oclober 18, 'I 988} Aftef complete drying, the Joints shall ba sandblasted. The n077le shall be attached to a mechanical almIng device so that the sand blast %rill be directed at an arigie of 45 degrees and at a distance of one to two inches from [he face of Ilhe joint, Both jolnt faces shall be sandblasted In separate. one direcllofral passes_ Upon the lerrninalien of the sandblasting, the join Is shall be blown-out Lieing compressed aIf. The blow tube shall fit into the join%. The blown joint Shall be checked for rusldual dust of other cantamInallan, IF any d4ast or contarn I nation is found, the sandbIaslIrig and blo ing shall be repeated untiI the Joint is cleaned. Solvents wlII not be perm Itied to remove stains and contsWnation, Irnrnedialely upon cleaning, the borid breaker and sealant shall be placed In the joint. Open. cJeanod joints shall not be lefl unsealed ovemIght_ Bond Breaker Rad and Tape; The bond breaker rod and tae shall " Installed In the cleaned joint prior to the application of the joint sealant in a manner that will produce tho required dlmenstons. 5.4 .Joint Sealant, upon placement of the bond breaker rod and (ape, (lie Joint sealant shall be applied using the mechanical injection tool_ The jinint fealanl application sha11 not be pofmftted whirr♦ the air and pavement lemperalure is less than 4or (4 )_ ,faints shall riot be soalt%d unless thoy are clean and dry, Unsatisfactorily sealed joints shall he refilled, Excess sealant lett on the puvument surface shall be removed and discarded and shall not be used to seal the Joints_ The pavement surface shall present a i�)tean final condlllafl. Traffik: shall not be allowed on the fresh sealant uniil li becomes lack-free- Approval of Joints:A representative of tie sealant manul`20urer shall be present at the job site at the beginning of lhi� ! final cleaning and sealing of the joints. He shall demonstrate to the Contractor and the Englneer the acceptable method for sealant installallon. The manufacturer's represenlative shall approve the clean. dry joints before the sealing operation commonce s. 6. WARRANTY The Coritraclor shall provide the Engineer a manufacturer's written gtiarant a an all joint sealing materials, The manufaclorer shall agree to provide any replace mar-it malerial free of charge to the Qly, Also, the Contractor shall provide the Enginieer a written warranty on all sealed joifits, The Conlracdor shall agree to replace any failed jolrnls at no cost to the City. Both war-ran Iies shall be If or two years after final atueplance of the completed work by (he Engineer. 7. BASIS OF PAYMENT Payment vrlll be rnade al the Con(ract bld Item unit price bid per linear fool(L F.) as pfovlded in `MLAS UREM ENT"for"SILL ONE JOINT SEALING n, vwhlch puce of shall be full componsallon for funlishing all materlaN and for all preparation, delivery, and apf licafaon of Ihose sealing mated als and for al Iabar, equiprnent, tools and incidentals necessaify la complete the sllieane joint sealing Jn conformity wish the plans 05127105 SP-20 and these specifiicaUons. 44, PAY ITEM - 7` CONCRETE CURB: The Ccntractor may, at his optlon, construct elther Integral or superimposed curt. Standard Specification Item 502 shall apply exr:ept as falio s: Integral curd shall be constructed along the edge of the pavernent as an Integral par! of the slab and of 01e same concrete as the slab. The concrete fqr the curb shali be depos[led not more than Ibirty(30)minutes afler the concrete In the slab, If the Contractor Fails to backfill behind the curb Vw 1thin seven (7) calendar days cf peering the curb and gutter, the amount paid far the curb shall be red u d by 25% until the backfill operation is complete. 4_$., PAY ITEM - RETAINING WALL; This iters will consisI of placing retalning walls in Iocatlorrs arid at helghts detormined by the engineer in the field_ All applicable section of City of Forl Worth Standard Spectfrcaflon item 513 shall apply except as follows= Retaining wall shall bo contracted per City of Fort Warth Gonstruclion Standard Drawing No. S-M13 "Reiaining Wall With Sidnwalk"wharo applicable, All existing brick andlor stone relaining walls not slgnIflcan11y Impacted by proposed 9(n do changes will be protected_ Rep IacentenI of retainirtg walls not Impacted by prc posed grade changes wlII be at the e pensu of tho Contractor_ 46_ PAY 1TEM - REPLACE EXIST. GARB AND GUTTER: This Iters is included for the purpose and rernntring and replacing existing curb and gutter in traniOlon areas as deterrriInod by the Engineer in the field_ The proposed curb and gulter wilt be of the sante dinierrsions as tyre exisIIrig curb and gutter to bo removed_ Ouantitie9 for this pay item are approximate and are given only to estab ish a trait price for the work The price bid per linoar foot for "REPLACE EXIST. CURB AND GUTTER" as shown in the Proposal will he fell payment for rrtaterJals Including all labor, equipment, tools and incldentats necessary to complete the work, 47_ PAY ITEM - HMAC TRAN S1TION. Thki iten� wlII cgnalsI of the furnishing and ptacing at Varying thickne55es an HMAC surface In transition areas where indicated on the plans, as speclFed in these specificatign5 and. at other Iacations as may be directed by the Engineer. This iterrr Shall be governed by all appttcable provisians of Standard Spect kcatlatls item 312. The price bid per square yard HMAC Trensafion as shown In the Proposal will be lull payment for materials Including ali lahor, equipment, tools and incide nlals necessary to complete the work. 48. PAY ITEM 8" HI .I{11ME_ST.A(3ILIZED SUBG RADE & CEMENT FFR SuI3GF ADE STABILIZATION; See Standard SpecJf3uations Ilem hl v. 210, "i LJ me Treatment(Material Manipulation)" and Specification Item No. 212, "Hydrated Ume and Lime Slurry" for specificefians governing this item. Quantities fur this pay ilem are approximate and are given only to esiablish a unit price ir>r the work. The price bid per square yard for"8" THICK LIME STAB ILI ZED SIJBGRADE' as shown in the Proposal will be fuIt payment for all laboT, equipment. tools and incidentals necessary to complete the work. The twice bid per tor? for "LIME FO SUBGRADE STAR ILI AT10N" as sho rM in the Proposal wJII be full payrnenI for materials neoessary to coinpleto the work. 49. PAY ITEM -6" H.M A.0. PAYEMENT.(Th.icknp5s TG[erances and J-1 M AC TesIll nq P_Co gduriss 05/27105 SP-21 The base course shall bo a 3" deep Type "B" course placed In one lift, `I je surface coarse shall be a 3" deep Type .,D.course placed In vire Ilft. All provisions of Standard Soecificatlon fora. 312.7 ' onstruclfon Tolerance' shell apply exeepf as mrxlifled herein; 1) After compleflon of each asphalt paving courim care lasts will be made to determine compliance vfilh the contract speclficatlan5. The hot-mix asphaltic concrete pavemenl WRI be core drilled by the City of f=ort Worth. The thickness of the asphaltic wrface will be determined by moasuremeni cores laken al locations determined by the Engineer. The thickness of Individual cores will be determined by averaging at least three (3) measuremanta. ff the cote measurements 'indicate a defirlency, the length of the area of such del'iclent lhickn ss shall be determined by additiolial cares taken along the length of the pavement in each dlrectign, urrfil cares aro obtained which are at leagf of specified thickness. The width of such area shall not be less than 112 of the roadway width, 2) Where the thickness of the base course (as dotermIned from core samples) is more than 15% deficient of the pian thickness, the Con(rcck>r shall remove and replace the defluleni area al his own expense. If the thickness Is less than 15% deficient, the Contractor shall make up i1he difference in (he base Mickness with surface course material. 3) Tho surface course must tie the plan thickness. This does riot IncIU69 surface course rngtert:il used to marc up deficiencies in the base course as described Iri item ). 4) The overall thiWess of asphaltic concrete psvemeM must be a minimum of the plan thickness. DefiCiont areas (as determined in itern 1) found to b9 fess than the plan thickness will he removed and replaced at the Contractor's expense. 5) No additional payment over the conlract price will be made for any hot-mix asphaltic concrete course of a thickness exceedrrg (hat required Cay the plans and spedficatlorats. 5) HfAAC Testing ProcedUfe• The Contractor Is required to submit a Mix Oeslgn for bath Type "B" and "D" asphalt that tnrlll be used for each project. ThJs tshoufd be submitted ai the Are-Consiruction Conference. This 6estgrn shall not be more than two ( ) years old!. Upon submlftal of the design mix a Marshal (Proctor)will be calculated. if one has not been pravlously calculated, far the use during density testing, For typo "B" asphalt a maxim urn of 20% rap may be used. No flap may be used In type "D" Upon approval of an asphalt mix design and the cal cajI!allon of tha Marshal [pro(,tor)the Contraclor is approved for placement of the asphalt, The Contractor shall contacl the City Laboratory, through the inspector, at least 24 hours in advance of the asphaIL placemanI to schedule a tochnIctan to assist in rho rrmooitortng of lire numbaf of paaaes by a toiler to establish a rotling pattern that+inti provide the required densities, The required Density for Type"S" and for Type "D' asphalt will be 91% of the calculated Marshal (proctor), A Troxier Thin Layer Gauge will be used for all asphall testing. Allier a rolling pattern Is establtshnd, densttles should be taken at locations not more Ihan 3DO feet apart, The above requlrornenI applies to both Type "B" and "0" asphalt. Densities c lype"13" muse be done before Type 'D' asphalt is app II ad. Cores to determ!ne thickness of Type'W asphall must be taken before Type "D" asphalt Is applied. Upon cool plelion pf the appticatiorf of Type "D" asphalt additional cures must be Men to cictermine the appl d lhickness. 05127105 P-27 50,,; PA ..ITEM - Q0 ICR TE FIAT WORK fCLjRB, CURB &GUTTED LIDEWALKS LAD ..AL HEEL,HAJR RAMPS AND DRIVEWAYS): Con to flatwork is defined as curb, curb and gutter, sidewalks. Iearlwalks, whealchaIr romps and driveways as shown In Nie pians. This prov`r5ian governs the sequence of work related to concrele flat ork and shall be cansldered a supplement to the specIricaflons governing each specific ltern. Required f}ackFJIIIng and finished gfadIng adjacent to fiatw4rk shall be completed in order for the Flatwork to 4e accepled and rneasured as compfeted. No payrnent wl[I be made (or flatwork until the pair Item has been corn ploted, which Includes bsokfiilling and flnishad grading, 57_ PAY ITEM — REMOVE E fSTINQ Q0NORETE S.IDT=-VVALK, DRI.VEVVAYS. STEPS, LEADW ALKS AND WHEEL CHAIR RAMPS: —This Ilem includes rernoval of existing concrete side alks, drlve3ways, slaps, leadwalks and wheelchair farnps at location shown on the plans a as designed by the Englneer. See Itefn No. 104 "Rom OVJng Old Concrele3", for Specificali Dri s govemirrg lhis item_ 52. PAY ITEM — REMOVE EXISTING CURB AND GUTTER: Where shown on the plans or where designated by the Engineer, existing curb and or gutter and exiStin{j laid down curb shall be removed and dispas ed of in a maoner satisfactory to the Engineer, Measurement will be by th4 flarsar foot for curb and gutter, laydown curb removed, and for all labor, tools, and Incidentals necessary to complete tllejob. 53, PAY ITEM — REMOVE EXjSTIIVO Ot.fRB INLET- Th i s NLET-This item shall rndWe all labor, materialls, and equipment necessary to remove and dispose of the existing inlet and remova€ end conneclion of the existing RCCP lead pipe Intra as shovrm on the Pians and as directed by the Engineer. 54, PAIS ITEM--15" Tl [GK RENF0RCEO CONCRETE 0RIVEWA : See Standard Speoifcallvn liern Nn_ 504, "Concrete Sidewalks and Driveways" far speclficatlons governing Chis item as well a5 dela:115 S-S5 an d 5- 5A, The price bid per square foot far'W THICK REINFORCED GONCRETE DRI E AV" as shown in the Proposal will be frill payrnenI for materials Including all Iabor, equIpmen#, tools and Incidentals fiecessary to complete the work, 55 PAS' IYEM —4" STANDARD C0NQRETE SIDEWALK. LEADWAL K ANIS WHEELCHAIR RAMP: All appllcable provisions of standard Specifications ltern 104 "Removing Old Cuncrele' and Item 504 "Concrete Sidewalk Dive ays" shall apply except as herein modified. The Conifactor shall construct sland aid concrete wheelchair ramps as shown on the enclosed delaiis, or as directed by the Engfne r. Tha Contra clor shall not remove any regulatory sign. Instruction sign, sImel name and sign or other sten whJch has been erected by the City, The Contractor shall con tacl SJgns and darling Divi5lon, TPW (Phone 971-7738). All cory We flared surf a s shall be colored with LITHOCHROME color hardenor as rnanufartured by LM. Scofield Com pariy or equal. The color hardener shall be brick rod calor and dry-shake type, and shall be dsed in accardance wish manufaclurers instructions. M27105 SP-23 *Can Ira;tor sl}arl provide a colored sample concrela panel of one root by one foot by three Inches dimansi*n, or ather d nriension. approved by the En91neer. meeting Ih he aforementic n&d speclflcatlon. 'file sample, upon approval by the Engineer, shag be the acceptable standard to be applied For all constructlon covered in the scope of this pay item. The method of application shall be by screen, sifter. sieve or other means in order to prov€de far a uniform calor distrlbutiorw," 56_ PAY ITEM —STA NDARS] 7- 0UR8 AND 18" CUTTER: All provislons of Standard Specification No_ 802 ' ancrete {curb and Guitar' shall apply except as o'nodifiod hareln: Subsidiary to the emit prlcc bid per llrhoar fit shall be the followmg: a. A minimum of 6" or greater as required depth of stabilized subgrade property compacted under the prepased curb and gutter as shown In the consffuction dataits, b. 1f the Contractor fails to back1111 either ire frofn of the gutlOf or behind the curb within seven (7) calendar days of pouring the curb and guIter. Me arnoure paid for the curb and gutter shall be reduced by 25% until the backfill operalion is complete. Slandard Spe(Jflcatioris Item No. 502, shall apply eKcepl as hafieln mvdllled. Concrete shall have minimum cernpresslve strength of three thousand (3,000) pounds per squ afe inch In twenty-alght (28) days. The quantity of mixing water;hall nol exceed seven (7)galion7 per sack (04 Iba.)of Poriiand Cornerit, The slump of the roncrete shall not exceed three(3) lnch$s. A mInli1'wum Cern SM coritanI of five (a) sacks of camenl per cubic yard of concrete is regLwired. 57. PAS' ITEM -IVB 7" ONCRFIE ALLEY �JTTER: This Ilern shall include the construelion of concrete val fey gutters at various locations to be determined In #fold. Removal of existing, asphalt pavement, concrate base, curb and gutter, and nooessary excavallon to Install the concrete valley gutters all shall be subsldlary to thks pay Ilam. Furnishing and placing of 2,27 concrete base and crushed limestone to a depth as directed by the Engineer and necessary osphall lranslllons as shown Fn the concrete valley gutter details small be subsidiary to INS Pay Item. See standard specification Item No. 314", Concrete Pavement", Item 312 "Hat-Mix Asphaillc ancreW', Item No. 104, "RernovIng Old Concrete", Item Na_ 106, "Unclassirmd StrOBI Excavat€on" Item No, 208 "Flexible Base." Measuremenl for tlaal quaMitles of valley gutlor will bu by the square yard of concrete pavement and the curia and gutter section will be included. Contractor may substllute 5" non-reinforced ( :27) Cancrate Base In lieu of Crushed Stena at two additional cost. Sue item« 314"Concrete Pav4 anent", The concrete shall be designed to achieve a minimumcomprosslve strength of 3000 pounds per square Inch. Contractor shall work on one-hall of Valley gullet at a time, and the other half shall be open to traffic. Worts shall be compie led on each half within seven (7) caloridar days. 58_ PAY ITEM —,STC�RM DRAIN INLETS; An alternative method of corislraction for these Items will be "Pre-Cast" manholes and Inlets_ If the Contractor desires to wase thJ& method. he mwast submit detalis For the construcllan to the Transportaticri and PubIle Works Department fore review and approval if said details afe acceptable_ The Pre-Cast 05i27M SP-24 (ions kruciian rnust be equal or superior to the strength requirements for this item as set out in item 444, "Manhvlea and Inlets"anti said construction shnII be in compliance wJih all otter requirements of Ilam 4144 where applicable, 59. PAY ITEM 1 - T E +1 W7FF._POLLI.TION PREVENTIO�d (FOR DISTURBED ARIAS rQUA�. TO OR GFGHWT R THAN 1Af Ej-. Pr=IRMI7, As defiried by Texas Cranimisslon on Enviro-rrnental Quality (TOEO) regUIE]Wns, a Texas Pollutant Discharge Eliminatfon System (TPDES) Gen�!fat Gonstrurtion Permll Is required for all conslructiGa aclivities that resell in the disturbance of orte to five acres (Small ConsIfu€;#fon Aclivaty) or five or mare acres of#olal land (Large ConstrucHan ActivIty). The Contractor Is del-ined as an"apemtue by state fegulatiom and is required to obtain a permit. Information concerning the permit ran be obtained thnnugh the Internet at hltp JJ+,vw .#r�rc c.sis#e_1x.usJperrrrlltlraglwater perry/wwperrrr/ounstructAtml, Sail stabIlIz8flon and struc#ural practices have been selected and designed in accordance wJih North Central Texas Council of Governments Best Management Pracilces 2nd Er ten tion#rat Manual for Construction Activities (E31VIP Manual). This manual can he obtained through the Internet at www,dfwstermwater,coinlrunoff.html. Noi all of the structural controls discussnd In the BIMP Manual wlEl necessarily apply to this project. Best Management PractJoes are construclIon rnanngernant techniques that, if properly utilized, can minimize the deed for physical controls 2nd possible raduco [osts, The methods of control shall result in minimum sediment retention of not less than 70%, NOTICE OF INTENT fhi0 , if Etre project will result in a total kind disturbance equal 10 of grea#ar than 5 acres, the Contractor shall sign at the pre-construction meeting a TCEQ Notice of Intent (N01) form prepared by the engineer. ft serves as a notification to the TGEQ of construcfton actiufty as well as a oornmilmorit that the Genlractor understands the requirements of the permll for storm water discharges from construction activities and That measures will be taken to implernent and maintain storm water pollution preventiart at the site_ The NOt shall be submilted to the TCEQ at least 48 hours prior to the Contractor moving ori situ anti shall Include the required $10D appiloation foo. The NOI Shall be malled to: Texas Commission on Environmental Quality Storni Water &GeniafiV Permits Team; MG-228 P_Q_ si:�x 13087 Austin, TX 78711-3087 A copy of the h101 shall be sent to: City of Fort Worth Departniunt of E4nvlronmental Managiamont 5000 MLK Freeway Fort Worlh, TX 76119 tVOJICE OF TERMINATION (NOTY For all Sikes that qualify as Large Constriretion Activity, the Contractor shall sign. prior to final payment, a TCEQ Nollce of Termination (NOT) form prepared by the engineer, It serves as a notion that the site is no longer subject to the requirement Of th€r pcarmit. The NOT rftuld lie mailed to: Texas Commission on Envlrenmental Quality Storm Waleir & General Permil:5 Team; MC-228 P.Q. Box 121087 Austin. 'rx 78711-3087 STORM WATER. POLLUTION PREVENTION {ALAN fS RPR): A document conslsling of an eroslon control and toxic waste management plan and a narrative damning slle parameters and teclinlques to be employed to reduce the release of sediment and poIfutIon front the oonsiructEon site. Five of the Project SWPPP's afe available for viewlrig at the plans desk of kite Department of Engineering. The 05127115 P- 5 se€acted Cantractor shall be provided tivith throe copies of the SWPPP after award of contracl, Mang with unbounded copies of ,all forms to be submitted to the Texas Corf-mis51ori on EnOronmental Quallty, L.ARGj� CONSTRUCTION ACTIVITY - PISTtJRBED AREA EQUAL TO OR GREATER THAN b ACRES: A Notice (if Intent (NOI) farm shall he completed and submitted to the TCEQ including payment of the TCEQ requlrcid fee. A SWPPP 11hal meets all TCEQ requirements prepared try the Engineef shall be prepared and Implemented at lea$t 48 hours before the cornrnencament of construction acllvities. The SWPPP shall be inwrparated inlo in the cuntracl documents. The Conlractor shall submil a schedute for Implementation of the SWPPP. Daviafions from the plan mint be submitted to the engineer for approval. The SWPPP is not watranted to meet ail the c"ditioris of the permit sInce !ho actual conStrudon activittes may vary from Ihose anticipated Wing the preparatlon of the SWPPP. Modifications may be required to fully conform to the r"uirements of the Permit. The Contractor must keop a oopy of the rrnest current SWPPP at the construction $lie. Any Oarations to the SWPPP proposed by (lie Contractor must be prepared and submittad by the Contractor to tho engineer for review and approval. A htollce of Ter{nlnatlon (NOT) form shall be sub mItted within 30 clays after final statAizalion Iles been achieved on all portions of the site chat Is the responsibility of the permittea, or, when another permitted operator assumes control over all areas of the rile that have not been finally stabilized. MALL CON TRU TION GTIVIT - DISTURBED AREA EQUAL TO ORLGEI=g�HAN ONE ACRE BUT LESS THAN FIVE NACRES: Submission pf a NOI form is not required. However, a TCEQ Site Notice form meat be completed and posted at the site_ A copy of the completed Site N€stics most be seal to the City of Fort Werth Department of Environmental Management al tna address listed above. A SWPPP, prepared as described above, shall be Implemented at least Ab hours before the cornmencemen1 of cons.lfuctton activllles. The SWPPP must include descriptions of control measures necessary to prevent and control soil erosion, sedimentation and water pollution and will be Included lin the contract document_ The cDntrel rneaSUres shall be installed and maintained throughout the nslttrction to assure effective and continuoos water pollution control. The centrals may include, but not be limited to, slit fences. straw bale dlkes, rock berms, diversion dikes, interceptor swates, sediment Iraps and basins, pipe slope drain, Intot protection, siabiiized construction entrances, seeding, soddir g, mulching, Sail retention blankets, or other structural or non-structural storfn water pollution controls. The method of conlrol sha[i result in a rnlnlrnum sediment reterillon of 70% as defined by the NCT OG 13NIP Manual." f]eviatlons from the proposed control measures must be submitted to the engineer for approval. PAYMENT FOR SW PPP IM PLEMENTATION: Payment stall be made per lump sum as shown on the proposal as full cornpensalIan for all items contained [n the project SWPPP. FOR DISTURBED AREAS LESS THAN 1 ACRE, SPECIAL PROVISION 23 - 40 SHALL BE APPLICABLE. [i[. E_��1�ITEM -PRQJECT DESIGNATION SIGN: The OoWactor shall construct and Install Project I]esignation Signs{quantity in bid ilems) and it will he the resperisib[Iity of the Cantracler to maintaatn the signs In a presentable condition at all times on each project under consilruc#ion. Maintenance will Include painting and repalm as directed by the Engineer, It wN be the respoil sib0ty of the Contractor to have the ind[vidual project signs lettered and painted in accordance with the enclosed detail. The quality of the paint, painting and Ieltering an the signs shall be approved by the Englneer. The heiglit and arrange"ent of the lettering shall be in accordance with the enclosed delail. The sign shall be constructed of -1/4' fr plywood, grade A-C (exterlor) or better. These signs shall be instalted on barricades or as directed by tht, Engine-cr and In piaoe at the project sIle upon coo'mencument of construction, 0512 7105 SP-26 The work, which includes the painling of the elgnsr Installing and removing the signs, furnishing the materials, supports and connections to the support an-d maintenance shall.be to the satisfaction of the Engineer. The unit price bid per each will be full payment for rnaledals Including all labof, equipment, tools and Incidentals necessary to complete the work_ 61, PRE 130 ITEM - UTILITY ADJUSTMENT, This ktern is included for the basic purpose of establishing a mnlract price which will be corn parable to the Final cost of making necessary adjustments required due to street improvements to water, saflitary sewer and natural gas sorvice lines and appurtenances where such service lines and appurtenances are the property owner's responsibility to maintain, An arbitrary rigure has been placed in the Proposal. however, this doges not guarantee any payment for utility adjusiments, neither draw It corrffne utility adjustments to the arnaurtt shown in the Proposal. It shall be the "C ontraetc r' responsibility to provide the services of a 11censed plumber to make the utility adjustments determined nacessary by 1h8 Ernglneer_ No payment Ml be made for utility adjustments except those adjustments determined necessary by the Engineer_ Should the Contractor damage service lines due to his negligence, where such lines would not have requited adjustment or repair otherwise, the Ilnes shall be repaired and adjustad by the Cantradar at the Contractor's expense. The payment to the Contractor for utility adjustments shall be Me actual cost of the adjustments plus ten percent (10%) to cover the cost of bond and overhead incurred by the Contractor in handling the utility adjustments, 62, BtD ITEM- TOP SOIL; The proposed iquantitles shown are calculated to provide topsall 4 to 6 inches in depth (campacted) over the parkway area and do not Include deeper than design depth behind tl)a curt}. The pay item Is Intended to pay for topsoil that must be Imported where suliable rnaterral is either not avalleble on the jab or cannot reasonably be stored ori-site. Payment will be made on the basis of loose tfuck volume (full truck with sideboards up) tickets(app IIad on a square yard basis}and rnaterlal must meal Uty of Fort Worth slandards for topsoil, Only Me square paras platted (volume based on 6" depth)will be paid for and may be substantially less than the proposal quantities listed. 63. BID (TEM - BOLLARDS, 6" steel. concrete filled, signed, bollards shall be installed per, the provided delall. Payment is made per each bultard installed, Payment Is for all work associated with the material, installation, casting, and surface repair required to place the bollards as Indlcaled withln the plans. Bollard coaling shall be approved by the City of Fort Worth, No separate}gay. 64. PRE 131 ITEM - ADJUST NATER VALVE BOX. Contractor will be responslbla for adjusling water valve boxas to match new pavement grade. The water valves themselves will be adjusted by City of bort +North Water Department forces. The unit price bid will be full payrnent for materlals including all labor, equipment, tools acrd incidentals necessary to complete the worst. 65, PRE BIC ITEM - MANHOLE ADJUSTMENT: This item shall Include adjusting (lie tops of existing andfor proposed manholes to match proposed grade as shown on the plans Gr as directed by the Engineer. Standard Specification itern No_ 450 shall apply except as fellows; Inuiuded as part of this pay item shall be the application of a cold-applied weformad flexible butyl rubber or plastic sealing cornpound for sealing interior andlor exterior joints on conc:rcte manhole sections as per current City Water Department Special Conditions, M MON B11 iTEM - ADJUST WATER METER BOX: Ali meter boxes In (his project are scheduled for replacement and shall be Install at the proposed pavement grade. No separate pay is allowed. Thls item does not cover meter box relocation. 0512 7105 SP-27 fi7_ NON-PAY ITEM - C LEARI NG AND ORU1313I G: All ubjectiepat>le iNnis within the limits of this project and not otherwise provided for shall be removed under this Item in accordance with Standard Specillcallan item X42, "Cloaring and Grut�bing." Howitiver, no direct payment will be made for this item, and it small be considered Incridentat to this conlracl. 6B, NON-FIAY ITEM - SPRINKLING FOR DUST CONTROL, All aPpllCabte provisions of Standard 5pecltications item 200, RSprinkling for fust Control- shall apply. However, no direct payment will be made for iflis item and it shall be Consldered incidental to this Contract. 6_9. NON-PAY ITEM -PROTE TION.OF TREES, PLANTS AND Soo All property aiang and adjacent to the ContmrIor`s operations including lawns, yards, shrubs. Frees, etc. shall be preserved or restored after completion of the VMrk to a condition equal or better than existed pnor to start of work. By ordinance, the Contractor must obtain a permit from the My forester before any work (trimming, fernoval or root pruning) can be dorso on trees or shrubs growing on public property including street fights-of-way ands designaWd alleys. This permit can be obtained by calling the Forestry Office at 871- 5738_ All tree work 4hall be ifs compliance with prUning standards for Class tl Pruning as described by the Nallonal Arborist Association, A copy of these standards can be provided by calling the above numbor, Any damage to public bees due to negIlgeni�:e by the C#nIractor shall he assessed using lho current formula for Shade Tree Evaluallon as deflned by the Intematloflal Society of Arbariculture. Payment for negligent damage to public trees Shall be made to the Oily of Fort Worth and may be withheld from funds due to the Contractor by the City, To prevent the spread of the Oak Wilt fungus, all wounds inn L.ivo Oak and fled Oak trees shall be immediately sealed using a commarrlal pruning pal nL This Is the only Irrslaiice when pruning paint Is recom mend ied. 70. NON-RAY ITEM CONCRETE COLORED SURFACE Concrete Wheelchair ramp surface, excluding the side slopes and curb, shall be colored with t_ITHOCHROME color hardener or equal. A brick red color, a dry-shake hardener manufactured by LM, Scofield Company or equal, shall be used in accordance with rnanufaclufers Instructions, onlractor shall provide a sarnple concrete panet of ono roc# by ane fool by three Inches dlmension, or other dimension approved by the Engineer. meeting the aforernentionod sped, flcallons. The sample, upon approval of the Engineer, shall be the acceptable standard to be appiledi for all constfuction wvcrad in the scope of Ibis Non-Pay Item_ No direct payment will be made'for this item and it shall be consid"d hcidental to this contract. The method of application shall be by screen, sifter, Siwe. or other means In order to provide for a unlform color dIsIribuIIon. 77_ N0N-PAY ITEM - PROJECT CLEAN-UP, The Contractor shall ba award Il gat keeping the project site In a neat and orderly condition is considered an inte9fat part of ilhe contracted work and as such shelI be considered subsidiary to the appropriate bld items. Clean up work shall be don as dlrecl" by the Cnglneer as the work progresses or as needed. It. In the opinion of the FngInear 11 Is necessary, clean up shall be done on a dally basis, Clean up work shall include, but not be Ilmited la; qh Sweeping the street clean of dirt or debris - Stafing excess material in appropriate and organ Ized mariner Knoping trash of any kind off of residents' property if the Friglne4�r does not heal that the Joba to has been kept In an orderly candIlion, on the next estimate payment (and all subsegLien I paymernts untU completed) of Ilie appropriate bid Ilam(s)Will be reduced by 25°!6_ 05127105 SP-28 Final cleanup Warlc shall be done for this project as soon as the paving and curb acrd gutter has been constructed. leo more than sever~ days shall elapse after completion of construction b&ere the roadway and right-of-way Is cleaned up to the satisfaction of the Engineer, 72, NON-PAY,!TEM - PROJECT SCHEDULE: Contractor shall be responsible for producing a project schedule al the pre-conslruction confererlce,. This schedule shaJI detail all phases of construction, including project clean up, and allOW the Contractor to complele the work in the allotted lime. Ccntraclof will not move on to the Jcbsile nor will work begin until said schedule has been received and approval secured from the Consiruction - Engineer, However. contract time will start even if the project schedule has not been turner! in, Project schedule will be updated and resubmitted at the end of every estlrnaling period. All casts Involved +.vilh producing and maintaining !be project schedule shall be considered subsidiary to lhis contract_ 73. NON-PAY ITEM_-_hIOTJF[ ATI.Q_M = RESIDENT In order to cul dowry on the num bef of complaints fr-orn residents due to the dust generated When saw- cutting jalnts in concrete pavement, the Con]rac:tor shall notify residents. In writjng. at least 48 hours In advance of saw-cutlIn9 joints durinU the cunslructiufr of paving projects. All costs involved vvilh providing surh written notice skull be considered subsidiary to this contract. 74. NON-PAY ITEM - PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION, Prior to beginning construction on any block in the project, the Contractor shall, on a black by black basis, prepare and deliver a notice or Ilyer of the pending construcllan to the front door of each residences or business that will be impacled by construction. The notice shall be prepared as follows; The notifical€on nollce or flyor sholJ be posted savon (7) clays prior to beginning any corrstrumon activity on each Uock In the project area_ The flyer shall be prepared on the Crmtraclor's letlerhead and shall Include the following information: fame of Project, DOE No,. Scope of Project (i_e_ type of consRuction activity), actual construction duration within the block, the name of the Contracto'r's foreman and his phone number. the narne of the City's inspector and his phone number and (lie City's after-hours phone number. A sample of llie 'pre-construction noll cation' flyer is attached- Th e ttached_The Contractor shall submit a schedule showing the con sl ruction start and finish time for each block of the project to the inspactof. In addition. a copy of the #Iyer shall be delivered to the My Inspector for his review prior to being distributed. The Contractor wlII not be allowed to bogln construction on any block until the flyer is delivered to all res idenIts, of the black. An eIec ifonl;: version of the sample flyer can he obtained From the canstruction office al 871 x8306. All work involved with that pre-conslruotion notilicalion flyer shall be considers td subsldlary to (lie contract pace and 110 addlIlonal compensa[ion shall be made. 75_ NON-NAY ITEM - PRE-CONSTRUCTION NEIGHBORHOOD ME FrING' After the pre-con struclion conference has been held but bofanr�constructlorr Is allowed to begin on this project a public, rneeling will be geld at a location to be determined by the Engl"or. The Contractor, Inspector, and project manager shall meet with all affected residents and present the projected schedule, Including cons ifuctlon start date. and answer any construction related que-sllons. Every effort will be made to schedule the n[lghborhood meeting within the two weeks following the pre- cons truc:tlon conference but in no case will construction be allowed to begin until this meetIng Is held. 76. NON-PAY I T FM - VVASHEO ROCK: Ail washed rock used for embedment or back klll or as atherMse directed by tha Engineer shall washed, crushed stone and shall nient the following gradation and abrasion: (Ac:loal washing not required If gradation is mel) Sieve Size % Retaln l MEW27105 SP-29 10 0-10 1iz, 44-75 318" 55-90 94 90-100 98 95-100 Los Angeles bra5lon Tesi. 5(}% MaxirnUM wear per A.S.T.M- Designation C-131. 77_ NON-PAY ITEM —SAWCLYT OF EXISTING CONCRETE_ When existing concrete or 1.1_M.A. _ is cut, such cuts shall be made with a concrete saw, Thu Contractor may break out curb and gutter to the nearest joint if he chooses_ All sewing shall be s(A)sidlary to ths uhit cost of the respecllve item_ 78=.N0N.PAY ITEM L0CAT 10N AND IE XP0SURE OF MAHOLES AND WATER VL%- Y_S- The entrac[ar sha]I be responsible for Io�aNng and marking-al I previousty exposed manholes and water valves In each sl reel of this cantraet before the recycling process commences for a particular stfeet. The Contractor shaII attempt to Include the wnstructlon engineer(If hie is available) in the observatlon and marking activity, In any event a sireet shall be completely marked a minimum to two (2) working days befofs recycling begips on any street_ Marking 1he curbs wilh paint is a recommended prcruedure_ 11 shall be the Contractor's responskbility to notify the utility companies that he has commenced work on the project, As the recycling Is completed (within the same day) the Contractor 5hail locate the covered manholes and selves and expose Ihem for later adjustment. Upon completion of a slreet the Cantractcr shall notify the utilities of this completlon and €ndlcaie that start of the next one.in ordef for the u1.11ilies to adjust facilltles acwrdIngly. The following are uIIIIty contact parsons: Company Telephone Number Contact Person outhwestefn Bell Telephone (817) 338-6275 -Hot Line" Taxan Utilities (817) 336-9411 ext. 2121 Mr. Roy Kruger Lori(i,Star (817) 33"381 ext. 372 Mr. Jim Sennell Of course, under I h a terms of this contract, ]tae Cantrac tar shall cvmplefe adjustment of the storm draln acrd Water Deparlmenl facilities, one lrarfic lane at a time within fl VQ (5)workIng clays after cofiipleting the lay€ng of proposed H.M.A,U. overlay adjacent to sald taGlIIlies. Any deviation from the above procedure and allotted working days may resull in the shut down of the recycling operation by the Coristructlan e=ngineer. The C ontreclor shell be responsible for al materials, equipment and labor to perform a rnost accurate job and all cosls to the Contractor shall be figured subsidiary to this conlrac:t_ 79._h1ON.PAY IT EM —TW IN INTO STORM DRAIN STRUCTURE. The cost for rnaking lalaral tie ns to the storm drain structure shall be subsldlary to the Gid price for the respecllve 11nes. 80 10N PAY ITE IU1 TSPIR h LER HEAU ADJU 'rME JT: The adIuslmenI and/or relocation of sprinkler heads encountered shall be paid for undef utility adjusltmeni In the proposal section. No other compensation wIII be provided. 81. NON LAY ITEM FU_FaR_STREET USE PERM IT AND RE-INS PECT IONS, A fee for street use perm Its is In effect. In add€llen, a separate fee for re-Inspections for parkuvay canistruction, such as driveways, sidewalks, Or, wall be required. The fees are as follows; The street permlI fee Is $50.00 per perrnI(wllh payment clue at the time of permit appIicaIicn_ 05127/05 SP-30 A re-Inspection fee of $25M vAl be assessed When warn for which an inspection called for is Incomplele, Payrnerxt Is duce prloF to the City performing re-inspection. Payment by the Contractor for all street use p6rmits and ro-Inspections shall be considered subsidiary to the contract cast and no addivanal compepsallon shall be made. 82—NON PAY ITEM -TEENRORARY EROS ION L.. IrDI EMT AND VVATrzR POI..I. LJTION Co NTROL (FOES pi5'rURBED AREAS LE=SS THAN I ACRE); A. DESCRIPTION, Thls itern shall consist of temporary loll erosion sediment and water pollution control measures deemed necessary by the Engineer for the duration of the contract. These control mea SUMS sk7jll at nc limo be used as a substitute for the permanent coni rol measure unless otherwise directed by the engineer and they shall nal inclade rrleas[tre5 laken by the CONTRACTOR to control' condilions created by his construction aperalIons. The temporary measkrres shall include dikes, dames, berms, sediment bas[ns, fiber mats, Iute malting, temporary seeding, straw mulch, asphalt mulch, plasl!ic IInefs, rubble liners, baled-hay rotards, Bikes, slope drains and other devices. 8, CONSTRUCTION REQUIR.ME=NTS; The Engineer has the authorlty to def nil erodlble earth and the authority to limit the surfs Ge are of erodible-earth malarial exposed by preparing rlghl-of-w~ay, cloafing and gmbbing, the surface area of erodible-earlh materlaI exposed by excavation. borrow anti to direct the C ON TRAC TOR to provide temporary pollulion-con lrol measuros to prevenl con Wfn iriation of adjacent stre8mS. other water course, lakes, ponds or other arras of water impoundment. Such work may involve the con 81 ruction of temporary E�ierrns, dikes, dans. sadimenI basins, slope drains and use of temporary rnukahes, mats, 5eedIng or rkther control devices or methods dire Cled by#bre Engineor as necessary to control pail erosion. Tempar�ry pollution-control measures shall be used to prevent or correct eras[an that may idevelop during con siructlon prior to Instal[abon of perrn8ni�ral pollution control features, but arc not ass€rclated with perm aaen(cr)nVol features on the projecl. The Engineer will limit the area of preparing rEghl-af-way, cleating and grubbing, excavation and borrow I he propertioncl to the CONTRACTO R'S capability and pragress In keeping the Iwnish grading, mutcWng, seed Ing, and other such permanent pollution-control rneasuras currant In aoccrdancc with the accepled schedule. Should seasonal condilioris m2ke such kkmkiatlons unreallstic, lemporary solk- orosion-r.ontrol measures shall be performed as directed by the Engineer. 1, Wasto or disposal areas and construction roads shall be located and con slfucted in a mariner that will rninimize the amount of sed ImenI enlefing streams, 2. Frequent fordings of Jive 8treamS will not be permitted; therefore, tam pwary bridges or other structures shall be ,sed wherever an appreciable number of stream crossIng are necessary. Unless otherwise approved In writing by the Eoglneer, mechanized equipment shell riot be op orated in live 9treamS. 3. When work areas or material sources are located in or adjacent to live streams, such areas stall be separa led from the stream by a dike or ather barrier to keep sediment from entisring a flowing scream. Care shall be taken during the consl ruction and removal Of such barriers to minimize the niuddying of a stream. 4. All waterways shall be cleartid as sawn as praoticable of false work, piling, debris or other obstruolions placed during construcllon operations that are fieri part of the finished work, 5_ The tlWractor shall take sufilclent precaullons to prevent f olkilion of streams, lakes and reservoirs with fuels, oils, Mum ons, c8Iclurn chloride or other harinfuk materials. He. shall conduct and Schedule his operalians so as to avold or mEnimize siltation of streams, fakiBs and reservoirs and to avoid interferent;e with movement of migratory fish. 05127fO5 P-31 E. SUBMITTAL: Prior to the start of the applicable construction, tha Contractor shall submit for approval Ills schedules for accomplishment at soll-erasion-carrtroi work and his plan to keep the area of erod1bleY arlh material to a rnInim urn. He shall also subrnIi for acceptance his proposed melhod of soil-erosion control on con sIructiefi and haul roads and inaterial sources and his plan for disposal of waste rnate6als_ No work shall be started until the soli-erosion control schedules and Methods of operations have been reviewed and approve# by the Engineer, f=. MEASUREMENT AND PAYMENT, All work, matoriais and equipment net ssery to provide temporary erosiar4 control shell be cansldered subsidiary to the contract and no extra pay will be given for this work, 83, NON PAY ITEM -TRAFFIC CONTROL The Contractor w111 be required to obtain a "Street Uso Permit" prior to starting work. As part of the "Street iJse Permit" a trafl`Ic control plan is required. The Contractor shall be responsible for providing traffic control during the construction of this project consistent with the provisions set forth In the "Latest Edition Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued tinder the authority of the "State of Texas Uniform Act Regulating Traffic or-r Highways," codified as Article 6701d Vernon's Civil Sialutes, pertinent sections being Section Nos. 27. 29. 30 and 31. A trafflc control plan zhali be submItted for review to Mr. Chades R Burkett, City Traffic Engineer at {817} 392-8712. at the pre-consiruotton conference. Although orfs wilt not becgln until the Iraffic control pIno has been reviewed, the conlractDrrs time will begin in accerdanQe with the time frame established In the NotIce to the Contractor. The Cori Vac knf w1iI not remove any regulalory sign, instructioRal sign, street name sign or olher sign, Whlsih has been erected by the City, If II is determined shot a sign rnust be removed to permit required consiructiort, the Contractor shall contact the Transportation and Public Works Department. Signs and Markings Division, (Phone Ntimber 871-7738)to remove the sign. In the case of regulatory signs, the Contractor rnusI replace the pefmanent sign with a lemporary sign rneeiing the req uk-emonts of ifre above-referenced manual anti sLich taMporary sign must he installed prior to the removal of the permanent sign. If the tem parary sign Is riot Instelii�d correctly or it It does not meet the requires! specIfiicaIions. the perrn anent sign shall he left in plece until the temporary sign req uIrernen#� are met_ When construt:lion work is lampleted to the extent Ihat the pefrnane nI sign can be reinstalled, the Contractor shall again contact the Signs arid Murk[rig s 0ivislan to reinstall the permanent Sign and shall leave his tam porary sign in place until such reinstallation Is COM ple#ed. Work shall not be performed on certain 1wallons/streets during 6peak Irai`fiss periods" as determination by the City Traffic Engineer and in accordance with the applicable provision of the "pity+ of Fort Worth Traffic Control Handbook for Construction and Maintenance Work Areas." 84. NON .PAY ITEM - POWER AND LIGHT„_STAND) POLE RELOCATION: The Contractor slhall cov>rdinate the relecaition and/or removal of all light stands, power pales, or other utility pale type structures, located within the right-of-way, with the respective City of Fort Worth Di Ppnrtment(s) or each respective private utility company. All work, inciuding, but not limited to, site visits to determine number of poles to be relocated or ,removed, physical pole, removal and relocation, pole disposal, pole replacement, coordination, permits, fees, etc. shall be performed and or paid by the CONTRACTOR. All costs associated with this work shall be subsidiary to the project and no separate bid itern will be Paid. 05177/05 SIS-32 (To he prinked an onlractor's Letterhead) Date; DOE Nw PROJECT NA lE: Water/Sunitary Sewer and PavinglStorm Drain Improvemenk for: r�+�+ y�7w CONST.. +/ t MAPSCO LOCATION: --- E�IM TS O L.LlNS .: stlimated Duration of Conutruction On your,street : days i TRIS ism INFORM YOU THAT UNDER A C'ONTRAC'T WITH THE CITY OF FORT WORTH, OUR COMPANY WILL < REPLACE WATER AND/OR SEWER LINES - RECONSTRUCT THE ST EET> ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS TROM THE BATE OF THIS NOTICE. IF YOU .RAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <C-O.NTRACTOR'S SUPERINTENDENT> AT tELEPIJONE NO.> i R Mr. ,<CITY INSPEVTOR> AT <TELEPTIONE NO> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL 871-7970 i PLEASE KEEP THIS F'LYE'R HAIIVDY WHE N YOU CA LL. 05127/05 P-33 PARTE GENERAL SPECIFICATIONS FOR WATER DEPARTMENT PROJECTS (NOT BOUND HEREM PART F . CEKFIFICATE OF INSURANCE b. CONTRACTOR COMPLIANCE WITH WORKER'S CONVENSATION LAW c. VENDOR OOIIPLIANE TO STATE LAW d. PAYMF T BOLD e. PERFORMANCE BOLD f. MAINTENANCE BOND DATE ACOR TM CERTIFICATE OF LIABILITY INSURANCE 08/31/2006) PRODUCER (817)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 $20 South HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Loop ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P 0 Box 8720 Fort Worth, TX 76124-0720 INSURERS AFFORDING COVERAGE NAIC# INSURED Conatser Construction TX, LP INSURERA: Bituminous Casualty Corp + IX P.O.Box 15448 INSURER B: Bituminous Fire & Marine Ins Co A+ IX Fort Worth, TX 76119 INSURER C: INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS GENERAL LIABILITY CLP 3 231 053 0$/01/2006 08/01/2007 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ 100,000 PF CLAIMS MADE [X]OCCUR MED EXP(Any one person) $ 5,000 A X CONTRACTUAL, XCU PERSONAL&ADV INJURY $ 1,000,000 X INDEP CONTRACTORS GENERAL AGGREGATE $ 2,000,000 GFN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ 2,000,000 POLICY M PRO LOC JECT AUTOMOBILE LIABILITY CAP 3 506 658 08/01/2006 08/01/2007 COMBINED SINGLE LIMIT $ X ANY AUTO (Fa accident) 11000,000 X ALL OWNED AUTOS BODILY INJURY $ B X SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY $ X NON-OWNEDA♦_ITOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-FA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY CUP 2 57$ 762 0$/01/2006 0$/01/2007 EACH OCCURRENCE $ 5,000,000 X OCCUR CLAIMS MADE UMBRELLA AGGREGATE $ 510001000 A $ XIDEDUCTIBLE $ X RETENTION $ 10,00 $ WORKERS COMPENSATION AND WC 3 231 052 08/01/2006 08/01/2007 X FWC STAIDTORYL'm - OTH- EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $ 1,000,000 A ANY PROPRIETORIPARTNERIEXECUTIVE OFFICERIMEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ 1,000,000 It yes,deunder SPECIALScribe PROVISIONS below E.L.DISEASE-POLICY LIMIT 1$ 1,000,000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS[VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS PAVEMENT RECONSTRUCTION AND WATER & SANITARY SEWER MAIN REPLACEMENT TO SERVE 2004 CAPITAL MPROVEMENT PRO]ECT, CONTRACT 23 IN THE CITY OF FT WORTH. CERT HOLDER NAMED ADLN INSURED EXCEPT N WORKERS COMP WITH COMMERCIAL LIAB BEING PRIMARY & NON-CONTRIBUTORY WITH WAIVER OF SUBROGATION ALL OLICIES AS REQUIRED BY WRITTEN 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 X MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, CITY OF FORT WORTH XNOMM)� XXK&WMXK)WjMKXXXA)MX'XXA6XmxXX 1000 THROCKMORTON ST ""X*XmKKX)ObuxkA)txxokxxkxomxkxxkvtxxxxxxxxxx FORT WORTH, TX 76102 ADT ED RE ESENTATIV 25(2001108) ©ACORD 61 PORATION 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 endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25(2001/08) I CERTIFICATE OF INSURANCE TO: CITY OF FORT WORTH Date: 1 NAME OF PROJECT: Pavement Reconstruction and Water and Sanitary Sewer Main Replacement on 1] Portions of Bertrose Avenue Clarke Avenue and Modlin Avenue PROJECT NUMBER: P253-607170016783/P258-707I70016783/C200-207400016783 ` j 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 I the type of insurance and accordance with provisions of the standard policies used by this Company,and further F r hereinafter described. Exceptions to standard policy noted on reverse side hereof. TYPE OF INSURANCE PolicyEffective Expires Limits of Liability 12 Worker's Compensation Comprehensive General Bodily Injury: Liability Insurance(Public Ea.Occurrence: $ Liability) Property Damage: Ea. Occurrence: $ Blasting Ea.Occurrence: $ i 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 i Locations covered: Description of operations covered: c 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 Iaws or regulations require more than five(5)days actual notice of change or cancellation to be 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 excepting employer's liability insurance coverage under Contractor's workers'compensation insurance policy. Agency _ Insurance Company: i Fort Worth Agent By Address Title CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW Pursuant to V.T.C.A. Labor Code §406.96 (2000), as amended, Contractor certifies that it provides workers' compensation insurance coverage for all of its employees employed on City of Fort Worth Department of Engineering No.4992 and City of Fort Worth Project No. P253- -� 6079 7009 67831P258-7079 7009 678310200-20740009 6783. CONTRACTOR Conatser Construction By: flame: �avoas Title: V ke- Pres,'- e,t E ' - Date: ��T Azileee Z 200G, STATE OF TEXAS § COUNTY OF TARRANT § Before me, the undersigned authority, on this day personally appeared known to me to be the person whose name is subscribed to the I foregoing ins rument, and acknowledged to me that he executed the same as the act and deed I of Conatser Construction TX, LP for the purposes and consideration therein expressed and in f the capacity therein stated. I Given Under My Hand and Seal of Office this ?7" day of , 20. i � Notar ublic d for the State of Texas = RT SYDNEY JONES Notary Public,State of Texas MY Commission Expires May 09,2010 I l i VENDOR COMPLIANCE TO STATE LAW The 1985 Session of the Texas Legislature passed House Bill 620 relative to the award of contracts to non- resident bidders. This law provides that, in order to be awarded a contract as low bidder, non-resident bidders(our-of-state contractors whose corporate office or principal place of business are outside of the state of Texas)bid projects for construction, improvements, supplies or services in Texas at an amount lower than lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a non-resident bidder in order to obtain a comparable contract in the state in which the non-resident's principal place of business is located. The appropriate blanks in Section A must be filled out by all out-of-state or non-resident bidders in order for your bid to meet specifications. The failure of out-of-state or non-resident contractors to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Non-resident vendors in (give state),our principal place of business, are required to be percent lower than resident bidders by state law. A copy of the statute is attached. Non-resident vendors in (give state),our principal place of business, are not required to underbid resident bidders. B. Our principal place of business or corporate offices are in the State of Texas PROJECT: 2004 CIP PAVEMENT RECONSTRUCTION AND WATER AND i SANITARY SEWER MAIN REPLACEMENT,CONTRACT 23 UNIT I: Water Project No. P253-541200607170016783 UNIT I: Sewer Project No. P258-541200707170016783 UNIT It: T/PW Project No. C200-541200207400016783 DOE NO.4912 BIDDER: el Co er -ci�n4 .7a By: /farh PafpQs Company Name (Please Pri 2a 6// Signatu City State ZIP i Title: e (Please Print) THIS FORM MUST BE RETURNED WITH YOUR QUOTATION r { Bond No : S350807 PERFORMANCE BOND THE STATE OF TEXAS § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § rs Mutua�Casualt C and That we (1) Conatser Construction TX, LP as Principal herein, and (Z n on°yfnsurancea Providence l corporation organized under the laws of the State of(3) Iowa , and who is authorized to issue sure 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, Tex s, Obligee herein, in the sum of: One Million Four Hundred Thirt -three Thousand Hundred Thirty-five and no/100................................. ($1,433,535.00)Dollars for the payment of which sum we bind ourselves, our heirs, executors,administrators, successors and assigns,jointly and severally, firmly by these presents.1 2 20 R IGC.� L. o6 WHEREAS,Principal has entered into a certain contract with the Obligee dated the of X2006 a copy of which is attached hereto and made a part hereof,for the construction of: Pavement Reconstruction and Water and Sanitary Sewer Main Replacement on Portions of Bertrose lAvenue,Clarke Avenue and Modlin Avenue I NOW THEREFORE, the condition of this obligation is such, if the said Principle shall faithfully perform the work in accordance with the plans, specifications, and contract documents and shall fully indemnify and bold 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. f 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 of ,2006. ATTEST: AUG Z U 2006 _. Conatser Construction TX,P-7P' (Principal)Secretary PRINCIPA 4 BY: //"5 Ma a , V President of Conatser Titl . (SEAL) P&Box 15448 Fort Worth,TX 76119 (Address) /'2� An4�' 3mrs Mtttttal Gasualty Gmipw-y ,and MtnessA VPrincipal Surety 5327 Wichita Street, Fort Worth, TX 76119 Union I Company of e ' Address BY ATTEST: (Attorney-in-f ct) Glenna . Davis i (Surety)Secretary P. 0. Box 712 Des Moines, Iowa 50303 (Address) (SEAL) NOTE: Date of Bond must not be prior to date of Contract (1) Correct Name of Contractor (2) Correct name of Surety (3) State of incorporation of Surety Telephone number of surety must be stated. In addition, an original copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact. The date of bond shall not be prior to date of Contract. Witness as# urety Caro yn Maples j4200 5. Hulen trees, Ste. 9330 Fort: Worth, (Address) TX 76109 f Bond No: 5350807 PAYMENT BOND i THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § Employers Mutual Casualty Company and That we,(1)Conatser Construction TX LP,as Principal herein,and(2) Inion Insurance Company of ---�t Providence ,a corporation organized and existing under the laws of the State of(3) Iowa as surety, are f held and firmly bound unto the City of Fort Worth, a municipal corporation located in Tarrant and Denton Counties, Texas, Obligee herein, in the amount of One Million Four Hundred Thirty-three Thousand Five Hundred lThirty-five and no/100.......................................... Dollars ($1,433,535.00) for the payment whereof, the said Principal and Surety bind themselves and their heirs, executors, administrators, successors and assigns,jointly and severally,firmly by these presents: WHEREAS,the Principal has entered into a certain written contract with the Obligee dated the day of 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: Pavement Reconstruction and Water and Sanitary Sewer Main Replacement on Portions of Bertrose Avenue,Clarke Avenue and Modlin Avenue NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully make payment to each and every claimant(as defined in Chapter 2253, Texas Government Code, as amended)supplying labor or materials in the prosecution of the work under the contract,then this obligation shall be void;otherwise,to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statute,to the same extent as if it were copied at length herein. IN WITNESS WHEREON, the duly authorized representatives of the Principal and the Surety have executed this instrument. SIGNED and SEALED this day of, 2006. I I i Conatser ConstrucggaX LP PRINCIPAL ATTEST: By: 4�� ame: Mark Papas (Principal) Secretary vice President of Conatser Title: Jra g - n� Cp (S E A L) Address: PO Box 15448 t Fort!North, TX 76119 Witne s as toOrirkipal 1;Wloyers Mutual Casualty Company and Union Insurance Company of Providence r SURETY I ATTEST: B6. 0��Z t Name: Glenna S. Davis Secretary Attorney in Fact � I (S E A L) Address: P. o. Sox 712 Des Moines, Iowa 50303 l Witness as Surety Telephone Number: (515) 280-2689 Carolyn Map es I 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 r 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 i r r 1 I i Bond No: S350807 and S350808 MAINTENANCE BOND l THE STATE OF TEXAS COUNTY OF TARRANT EWIoyers Mutual Casualty That Conatser Construction TX, LP ("Contractor"), as principal, and comany and union Insurance Conmany of Providence, a 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 One Million Four Hundred Thirty-three Thousand Five Hundred Thirty- five and no/100. Dollars r ($1,433,535.00), lawful money of the United States, for payment of which sum well and truly be made unto said City and its successors, said Contractor and Surety do hereby bind themselves, their heirs, executors, administrators, assigns and successors,jointly and severally. This obligation is conditioned, however, that: WHEREAS, said Contractor has this day entered into a written Contract with the City of Fort Worth, dated the bf , 2006, a copy of which is hereto attached and made a part hereof, for the performance of the following described public improvements: Pavement Reconstruction and Water and Sanitary Sewer Main Replacement on Portions of Bertrose Avenue, Clarke Avenue and Modlin Avenue the same being referred to herein and in said contract as the Work and being designated as project number(s) P253-6071700167831P258-70717001678310200-207400016783 and said contract, including all of the specifications, conditions, addenda, change orders and written instruments referred to therein as Contract Documents being incorporated herein and being made a part hereof; and, WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work that it will remain in good repair and condition for and during a period of after the date of the final acceptance of the work by the City; and WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term of Two (2) years; and ' WHEREAS, said Contractor binds itself to repair or reconstruct the Work in whole or in part at any time within said period, if in the opinion of the Director of the City of Fort Worth Department of Engineering, it be necessary; and, s 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 i 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 --.i Contractor and Surety damages in the premises as prescribed by said Contract. This obligation shall be a continuing one and successive recoveries may be had hereon for successive breaches Until the full amount hereof is exhausted. IN WITNESS WHEREOF, this instrument is executed in S counterparts, each of which shall be deemed an original, this day of , A.D. 2006. ATTEST: Conatser Construction TK (S E A L) Contractor By: Secretary Narite: 19k Pappas Vice President of Conatser Management Title: u Inc. GP Employers Mutual Casualty Company and { ATTEST: Union Insurance Cgwany of Providence (S E A L) Surety B Secretary Name. Glenna S. Davis Title: Attorney-in-Fact P. 0. Box 712 Des Moines, Iowa 50303 Address 1 AWEMC Insurance Cmipanieso. 4 � P.4. Box 712 • Des 0o1nas, IA 50303'I]712 CERTIFICATE OF AUTHORITY INDIVIDUAL ATTORNEY-IN-FACT KNOW ALL MEN BY THESE PRESENTS, that: 1, Employets Mulual Iowa carporlit;an S. Dakota Fire tnaurancaC4jhpaity.a Nodfi DakolaCorporatlon 2, EMCASCO tnauranco C�ompony,,in Iowa CWparaliun 6, EMC Pmperfy S Casually Company.an Iowa Corporallan 3. UriIon Itiguirrince Company of Pruvldahcti,pn Iowa Ca[pGrntlon 7. Hamliton Mutual insurance company,an Iowa corporation 4. Ifltrraie EMCASCC Insuramo Competsy,an Iowa Corporation hrpmhinit�.-r worred tosrrvw;ly "Coar r;loy'and,:ulkrc±I s+ k.,1 -;;umpanifs' each duet,y4 ftsaprB_r+LS rnaka,aonSIilutl3 and ap ini. CATHY VIN ON, VI KIE A. RCS5, M. DELABAi40,JACK R- BARBER, GLENNA S. DAWS, INDIVIDUALL e-, FORT WORTH, TEXAS-....-... x RE;trL*and rawful wlilh±ull PI iInd cw!C.mpj im Slat,%a[.l,nd aKeCUIs iI Iawdul Mims.url&rlons, aria o ei obllpatory insirumorifs of a Slrnllar rlalura ns Tolle;ya. IN AN AMOUNT NOT EXCE�PING TEFF MILLION DOLLARS ..................................:...............................................9............($1Q,Q{10.0i�i7,OQ� $rid to nir-a e;gtri CompnV thereby as tufty alvdto rlia sam:xex;enr as rl such Instrunwte.ware slgrr�ad by rile duly.awhor"0lc1356f.eachsuch t+qmpany,and alf of III acts a[sold a1I pur&uw Io me autliqrity hfirie$y glven are Iiijrany faillied and'rainfmod. ThB a>Rally hereby 9ranlod 9WOXOrt+ Aril 1, B unlim sounei myrrkwr - A UTH0RITY FOR P0WER OF ATTORNEY Th+s Poon-i$-Alto rlav ii rrade'aadupacuil`I uW to end by!ha autnority of mE Itillowiflg lusduiio]i +il ihs Bas= of Dirwwm of each'of-IhEt Garnpdnies at a +aflularty schal*Cd owliing al$k4&mpafty&Ifyy'f id end held in 1499:' RESOLVED,The Presitterlt and ON01't�Iwutive ollioer,ai1y Viae ltie Tfaasurer and the SecraNry of Frnpldyers MullaW CasuRky Con-I skull have r uthority and ato 11 j appount 1�eyS•In-lac[ aRMrize them.6 FiXel;L1la ori beer'ol oEwh 0 rrip rry,and attaO �hq seal of the'Gompany ftiretu, bbnds-and undarlakMgs.maognazarr"m mikicis a1 fndEinn iiy andalh�?r wnlirp oU1lgafa`ry in ihe-nalura theroai,,and(2�II.0 amri4p W.a�iy W63&rid revoke N1a point and autharity gtvsn-to him or hm.gb wna?V4 ,ftici shat;'Mv(j power ilrd'31alhority,wk,-4'T;I6 the tamn6 end 1"664 i fi the maker akoorM Limad Iu I111m 1a eoWu and 011 er rrn b&tisrl.of tW Comwy, and IIS i alt din seal of rho Campary Morelia,l unN z�nd uttdorla►rirlge,r6cpgrrizErr s, contra qg of im$w6ty and oemr.lNxftd g5 Dwl& fq.ln aril ox+urakj*by arty siu:fl allbmey'In fBCr si+ap be lullq&1In all'r$1 wt_;binding LFI tits C;)mpariy. i�9rRl`Ci£plti1.8�5 Ih4'f8lidjfy Af arty Dawe r�iE•{I[arny a� h4rrrtACI hpJpin.rry�Cle Y�y an oilici of E� loyarn?�ilul�el;Casulty Company.shall be luny drid In SII r$SpIoM hln6'o apart 1ff[6-Cwpipry Th.) facsartlla rf 'rrractla*aily [eprodLiced i igIvl rli� of s.wN intoner, wllethl)f made irl:re[4Fr�te Or r1i�r�ak�$r, wt ref app.8811I upon o ceriihed'aol5Y(0 any prywer= atw flay eif M c mpimy,Iiiholl be valld and binchng upon H*Cr1 oany'with'ifieaainFB force a�afte as though menuaCY Ofrxed, IN MESS WHEREOF.ttra C4+r anon haa�fiausaI ahcse MTs tc �mgnou tar easal by therr otfir<ers as 31161n,and the r�rpprarr{sPa1s r,,to+hereto alf;xud ilWs y5 , is Ce l]. oliA ry1JL] i��ysy IIII'MGn�` ,1F ry,�5•''i nt• 't{t4y�IIr�y�C'i, �` , '•� i +I? r)j.Corn ia�R. .7, 5,E r-IS 5;tJ{`rtt , A:151ai�nr secrarar:} . Pnrt LL• {$, = #:*'vy ; '°.', "` L3[G m ' I.,Vice G�Iletrrf�ari and SEAL C1=0 c�fpCWnp►'�►y 7 ..... On gr±$14th day i! Jone AG Mnefcrrp me a i = Wary Fij lac in and luk Ito Slate of Iowa,Personally 40q eared l3ruoe G.KiI dad d0rey S. baing.b rrn9 dLrly svAwii,dId&ay trial Lhey ars, wird are k1lgwrr IG me to he 1his Chairman, fsreao I_ ice CWrmatt aria CCQ.jiti-I M5Wtom SouoeWy, w- (GI oy, of -adT d Th .twoni{'artlia3 a o ;1h4t the 313 alflxad to Ihis Insirume am afro yrs chf s f1S .' carp mea .that said Ir olimerd,.vis 9011 sad sealed on be--wf of e'�Qh nl ft Cure Tee by a4 Haply at tlrr resp rive Bows gP�]iroot�xs' enc foal ins said 1xuce G. l($iley ear} ,leihey� S. rd�Iey, az surh'offir+oi's. atkrrmwGetlQe rhkl rx uUan 0 1 inrtiwent is be the vca urllWy et[acrd nw!d nl tech 0 Iha Cam tinitrs- tl�irl�, � } ¢ My'Commission txptrea Bite bor 1,21148, ` } f' tA A. ail fitn6lwW.rn #uml*'r176�5 R_ Zj�MyCotrilEl .Vim1-7a6R1rNotary oublkIrl ipth0� seio�w.d TERtiFICAT I.Ra od I.:Hionborugh, vico I''Fss AM of Thor dnm�Cirilt�S.do hero4y cp+tify rKal tree ini%olnu r&9rallr 01 of Ilse Brwd&'ol'Dir�tor9-by eacJi of Iha Gbmpa ies, tike; suer" A!i y {tom a Oman or, June 14, 2006 . aro betlalt of Cral y i mon,. 1 # as , ]a�an r R-Serbe�, til 11Ta :� . am Iruig-aria G4r=oC[and are gill rn I►IO.Iufr,u and 01W In TowImvny Whnmaol I r4wo sut>,9cfibad My nam} th n r+;osimila seal 4f j�N1r,h CoMpafly rthls—_4..--,I � • • • • • • A • • it rig C IMPORTANT NOTICE r TO OBTAIN INFORMATION OR MAKE A COMPLAINT: You may contact Employers Mutual Casualty Company, Union Insurance of Providence, and/or EMCASCO Insurance Company for information or to make a complaint at: i Employers Mutual Casualty Company i Attn: Surety Claims P.O. Box 712 Des Moines, IA 50303 I (515) 280-2689 (515) 280-2994 Fax You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: Texas Department of Insurance P.O. Box 149104 Austin, TX 78714-9104 (800) 252-3439 C ATTACH THIS NOTICE TO YOUR MOND. This notice is for information only Ij 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 i i 7209 1 1 CITY OF FORT WORTH TEXAS CONTRACT THE STATE OF TEXAS KNOW ALL BY THESE PRESENTS 3 COUNTY OF TARRANT This agreement made and entered into this the day of A.D.,2006, by and between the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas, organized and existing under and by virtue of a special charter adopted by the qualified voters within said City on the l lt''day of December, A.D. 1924, under the authority (vested in said voters by the "Home Rule" provision) of the Constitution of Texas, and in accordance with a resolution duly passed at a regular meeting of the City i Council of said city , and the City of Fort Worth being hereinafter termed Owner, Conatser Construction TX,LP,HEREINAFTER CALLED Contractor. WITNESSETH: That said parties have agreed as follows: a 3 1. ] That for and in consideration of the payments and agreements hereinafter mentioned to be made and performed by the Owner, and under the conditions expressed in the bond bearing even date herewith, the said Contractor hereby agrees with the said Owner to commence and complete the construction of certain improvements described as follows: a Pavement Reconstruction and Water and Sanitary Sewer Main Replacement on Portions of Eertrose Avenue,Clarke Avenue and Modlin Avenue 2. That the work herein contemplated shall consist of furnishing as an independent contractor all 1 labor, tools, appliances and materials necessary for the construction and completion of said project in accordance with the Plans and Specifications and Contract Documents prepared by the Department of Engineering for the Transportation and Public Works Department of the City of Fort Worth adopted by r the City Council of the City of Fort Worth, which Plans and Specifications and Contract Documents are hereto attached and made a part of this contract the same as if written herein. 3. j The Contractor hereby agrees and binds himself to commence the construction of said work within ten(10) days after being notified in writing to do so by the Department of Engineering of the City of Fort Worth. 4. The Contractor hereby agrees to prosecute said work with reasonable diligence after the commencement thereof and to fully complete and finish the same ready for the inspection and approval of { the Department of Engineering of the City of Fort Worth and the City Council of the City of Fort Worth within a period of 200 working days. If the Contractor should fail to complete the work as set forth in the Plans and Specifications and Contract Documents within the time so stipulated, plus any additional time allowed as provided in the General Conditions, there shall be deducted from any monies due or which may thereafter become due him, the sum of$420 Per working day, not as a penalty but as liquidated damages, the Contractor and his Surety shall be liable to the Owner for such deficiency. 5. i Should the Contractor fail to begin the work herein provided for within the time herein fixed or to carry on and complete the same according to the true meaning of the intent and terms of said Plans, Specifications and Contract Documents, then the Owner shall have the right to either demand the surety to take over the work and complete same in accordance with the Contract Documents or to take charge of and complete the work in such a manner as it may deem proper, and if in the completion thereof, the cost 1 to the said City shall exceed the contract price or prices set forth in the said plans and specifications made a part hereof, the Contractor and/or its Surety shall pay said City on demand in writing, setting forth and specifying an itemized statement of the total cost thereof, said excess cost. ! 6 i Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not any such injury, damn a or death is caused in whole or in part, by the ne li ence or alle ed ne li ence o j Owner, its officers, servants, or employees. Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or destruction to property of the Owner arising from the performance of any of the terms and conditions of this Contract, whether or not any such injury or dams,-e is caused in whole or in part by the neelizence or alleged negligence of Owner, its officers, servants or employees.. In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. 7. f The Contractor agrees, on the execution of this Contract, and before beginning work, to make, execute and deliver to said City of Fort Worth good and sufficient surety bonds for the faithful performance of the terms and stipulations of the Contract and for the payment to all claimants for labor 1 and/or materials furnished in the prosecution of the work, such bonds being as provided and required in Article 5160 of the Revised Civil Statutes of Texas, as amended, in the form included in the Contract Documents, and such bonds shall be for 100 percent of the total contract price, and said surety shall be a surety company duly and legally authorized to do business in the State of Texas, and acceptable to the I City Council of the City of Fort Worth. 8. Said City agrees and binds itself to pay, and the said Contractor agrees to receive, for all of the aforesaid work, and for all additions thereto or deductions therefrom, the price shown on the Proposal submitted by the successful bidder hereto attached and made a part hereof. Payment will be made in monthly installments upon actual work completed by contractor and accepted by the Owner and receipt of invoice from the Contractor. The agreed upon total contract amount(including/excluding) alternates n/a, shall be One_ Million Four Hundred Thirty-three Thousand Five Hundred Thirty-five and no/100....................................................................................................................Dollars,($1,433,535.00). 1 9. It is further agreed that the performance of this Contract, either in whole or in part, shall not be sublet or assigned to anyone else by said Contractor without the written consent of the Director of the Department of Engineering. 10. The Contractor agrees to pay at least the minimum wage per hour for all labor as the same is classified, promulgated and set out by the City of Fort Worth, Texas, a copy of which is attached hereto and made a part hereof the same as if it were copied verbatim herein. 11. It is mutually agreed and understood that this agreement is made and entered into by the parties hereto withh references to the existing Charter and Ordinances of the City of Fort Worth and the laws of the State of Texas with references to and governing all matters affecting this Contract, and the Contractor agrees to fully comply with all the provisions of the same. IN WITNESS THEREOF, the City of Fort Worth has caused this instrument to be signed in 8 counterparts in its name and on its behalf by the City Manager and attested by its Secretary, with the corporate seal of the City of Fort Worth attached. The Contractor has executed this instrument through its duly authorized officers in 8 counterparts with its corporate seal attached. Done in Fort Worth,Texas,this the day of 2006. r j RECOMMENDED: CITY OF FORT WORTH i BY: � 1 i DIRECTOR, DEPARTMENT OF CITY MANAGER ENGINEERING APPROVED: / Mc 4A. 0tt,Assi Ean ity Man TRANSPO TATION/PUBLIC WORKS DIRECTOR ATTEST: Conatser Construction TX,LP p PO Box 15448 Fort Worth,TX 76119 CONTRACTOR CITY SECRETARY (SEAL) [ _� BY: Co tr c ' ut ozrizat:ion R/k icc•�a 'd Date i TITLE P /s APPROVED AS TO FORM AND 1 a. B4X yy� fps t Ltbr�G,.TX 76//? LEGALITY: ADDRESS ASST. C Y A TORNE November 1960 Revised May 1986 Revised September 1992 H CORD oily APPENDIX A TANDARDI PE IAL DETAII. 4 - C O X b En _ or, y 4 WC Q V) E ^ ' >1 > CL Q c U C men q L 4 i� O t1 Q Gf N ^• U •• � L x G X G F-- � 1- •> F-- fL.li.2e � � G) C O -• 4- L % O 3 O L U a _ Q (� `� a vim-, 4-1 '� •L a C 3 m L °j- w ccn N L� O a- O _ vn ro a v- x lu O ' �-• QT -�- C 91 O a0 Q1 V1 ¢ Q tai . - .; — COm m 0 to CL CO CA 44 G7 C � Lfj) a U V i' — � �' N = 4-1 Usk LL M (1) u, Q t- 0► - t-- ' Q i L- L- �-� 0a3 .- L cn' o a ( c 0 0 O +Jh o J — G N 0 _ ti X (-) N L G �] Q7 0 Cl i-- 41 Q - 1- d M `0 0 U U . L L v rz cL +J X soar m a t- 4- Marx0 O O :nQQ oF- muu m t WN aT� J j 'U) a z� , L . Q� a - N i1 U t Go i L QJ CI C 7- O Q L- N tU 1 d N 4-P (a c u p m N 6! u, - N ti C rr'r� G— ra O : U Q a) w y l (nC � _ 113 ``h 111>- r.rr ' ¢ m i., N -u- r o 'ua L N a) - fu CL 0 r• 1 1 d _0 O C /� 1 • 1 , L L LO V d f f ]] 1 1 -0 -0 C C N > 0 4 O to f+l 0 ro L L C1 =I I's it 1 Y r 1 1 i e"e 1 1 O Z l E 1 1 1 1 p N i 4A mix, . LA LJ .1 I C6 11 1 Paving or Other Surface Material �,.. •,:•o- _ ... :�d:•,- C1 '� +• �:J.tT•r i � t ;,r,�-: oo;.,• v; a g Roadway Base e.-_T--I�' f - If Valve Operating Nut is -f re Than 3' Below Pave- [ rnt Surface - Provide r Extension Stem To 1 ' Below I McKinleyIron and' Steel. Cor P vement Surface. 1 No. Y85 three piece valve box or equal . t .tail Pertains to A11 Gate Valve Gate Valve Sizes Thru 12" _ —Torque bolts prior to backfill . in—/ TYPICAL GATE VALVE EXTENSION STEM DETAIL FIGURE 3 E 1-lOMaterial E 2-10 Construction i 6" Lead from Mains. 12" an1 Larger to Have Gate Valve Existing or Proposed Curb �=�• Bottom Rest 4oncrete f Blocking �. Concrete . + .a Blocking L Fire Hydrant Main �'• : "'� Exercise Care to avoid a Plugging Drain Hole Wit"O Concrete Existing or Proposed Curb Fire Hydra-}t to Pavement or Other Surface be Set Plumb Trench 2'-6" i Base Pa r ka;a y Extension Barrel and Stem for Extra Bury Depth if Necessary Gate Valve Minimum 7 C.F. Gravel 6" Fire Hydrant Proportionally 'Anchoring Coup- Lead Around Base l i ng for Connec- �r'9 tion off of Gan- Ma + a,o. trete Pipe 1211 •�a Diameter and Larger �. Concrete Bl ockin Concrete Rest 12" x 12" x o" Bury Depth; (1) 3'-6" for Cast Iron Pipe Varies (2) "5'-0" for A-C Pipe Ref. Figure 6 'STANDARD FIRE HYDRANT DETAIL 4=4FIGURE 5 z2 Mat. Standard Asbestos-Cement Coupling "= Asbestos-Cement (One Required at Mid-Point- between Adapter Specials) '1 Asbestos Cement Adapter „ p. :A A ' ~ Typical Blocking for Typical Blocking for Valve Installed in Fire Hydrant Installed Asbestos-Cement • in Asbestos-Cement r {:f Pressure Lines Pressure Lines 1, .i„�• 31-611 Bury with P-61' " Barrel and Stem Extension f for A-C Pipe r i - ro L , j - t. O _ U u O Z i O �+,A 1 a 1 Reinforcing Rod shall be No. SECTION A-A Deformed Bar unless otherwise SECTION B-B specified NOTE: Although the arrangement of A-C pipe adapters, short lengths, and _ couplings are shown in this detail for a fire line, this arrangement shall be -typical for installation of valves or s.peci-als along the route of the water main. TYPICAL INSTALLATION FOR VALVES a -SPECIALS ON .. _. ASBESTOS CEMENT PRESSURE- PIPE I G U RE El - B Materials E2- 6 Construction Butt and Electric Tack Weld One End. Tack Weld 4-1" Square Struts Max. 2" Long To Other End Cast Iron Closure Ding 7,77Z 2" Max. Gap i Cast Iron MainCast Iron .Short Pattern Sleeve NOTE : Remove Weld Slag And Finish In Accordance With AWWA Specification C203 Prior To Installation Of Cast Iron Sleeve Provide Struts On Mains Up Through 12" Only If Gap Exceeds 2`: C. I . Closure Ring Is Not Required On Mains Up Through 12". Construct As Detailed On Mains Larger Than 12". �. CAST IRON CLOSURE RING FIGURE / 0-7 Material 1-1-'78 EZ-7 Construction 150 P.S. I .G test pressure and 3000 P.S.F. soil bearing value. 1-7, o, 9 + Tee 1500# Concrete s �• • a \ t + • . �`::��:e .,•.;.-'•'. __ Bend s "E1' 1- 1\s-1500# Concrete HORIZONTAL BLOCKING TABLE' *Dimension "X" May Vary If Necessary To Provide Bearing Against Undisturbed Trench Wall I AT Pipe X 1 1°--- 15' 22" -- 301 45� 9o° Tee Plug Size Dim. �n- n• ax- Min. Max. Min. Max. Min. Max Ft. !lAII &Lgi Vol I! !! a IICI! Ar a d II i! Are a o1 . "Ell a ¢ 411 1 .90 .8 .05 .95 .901 05 .95 .90 .05 .91 .82 .05 1. 16 - .5 .05 611 1 .5 0 .$ .0 5 .90 -.1-05 1 .05 1 . 10 .0 1 . I . 9 .05 1 . 1 1 .41 .05 8E1 1 . 0 .8 .05 .95 .90 .05 1 .41 2.00 .0 1 .86 3.47 .1 1 .57 2.4 . 1 1011 1 .5 0 .8 .05 1 -.26 1 .60 .05 1 .79 3.20 . 1 2.18 5.62 .2 1 .99 3.9 . 15 1211 1 . 1 . 10 1 .2 .0 1 .48 2. 0 . l 2. 14 4.50 .2 2.8 $.00 .3 2.38 5.65 .2 ! 16" 2 1 .41 2.0 . l 2.o0 4.00 . 1 2.8 8.00 .4 14. 10 .6 3. 16 10.0 2011 2 1, 3. 10 .2 2.54 6.20 .3 2 12.40 .6 4.70 .00 1. 15 3.9415-55 . 75 2411 2 2. 14 4.5o .2 .00 .00 4.25 &10 .6 32.00 1 .85 4.76 .601.05 y 30" 2.5 2.66 7. 10 .55 3.78 14.20 1 .0 5.30 ,20 1 .75 7-05 _580 3.4 5.9135-33 2. 1 611 2.5 3.33 10-001 .75 4.50 20.40 1 :4 6.36 0.$0 2.65 8.50 2.00 5. 1 7.2a 51 .0 2. 5. 1 1. 8. 0 -00 4 5 �4211 51 3 4. 8 l8. 0 1.6 6.00 ao 2. 8.48 2 oo 5.4 11 .14 126. 10.4 a .0 6.1 ... 411 .0 ,110 .5 .00 6. 0 45;00 ,00 g.4n 8$o0 o.0a 13.00 20 l .0 10.7 115D012.0 NOTES: Minimum areas shown are in square feet. Volumes shown are in cubic yards. E Vertical dimensions of all block bearing areas shall be identical to the horizontal dimension shown. � I HORIZONTAL BLOCKING DETAIL . FIGURE U R E 19 E-i- 20 Mar al 1--178 E-2-20 Construction E f NOTE: Trench width: �a 1 . Pipe 24" i .d. and sinal ler = 24" or Q� o.d. + 12" whichever' is greater. 2. Pipe larger than 24" - o.d. of Pipe ' 3• Cradle steal Z extend a rein, of. 6" beyond each side of pipe. 1500# Concrete �P. '-tea•-.�•T'ti � Beal Bell Bend :�•'rr �~ "4 a' 1 .v H;,, '� c tip:::•-ti�""•'+• i:. i RUBBER GASKET JOIN M.J. - M. J. Bend Main ca .-;.__.:�✓' -� — 15011# Concrete I 'k Q►FX�FM"'7�i-��1't 1 y\G.\ 3: �r;�rt?a� =ter•r:.� - __-� TYp• MECHANICAL JOINT Main 10 Bell-Bell a I Bend 1500# Concrete '`':;�.:=a=z -rt=•=-`%- =��J =-':?4,; 21-011 - Typ. Keep a min. of l-'-©'' BELL. AND SPIGOT JOINT Note: when cradle is clearance between shown or specified cone. and joints or for irEsiallation bolts on C. I . Pipe. on concrete pipe or in excess of 1 '-0" the full joint I as detailed. length of the pipe CRADLE DETAIL or fitting sha cradled. - . FIGURE 10 E 1-•20 Materials 1-1-78 E 2-20 Construction l Class "B" (2500#) Concrete i #4 Steel Bar 4 _�' ' d•o 1. Keep concrete clear -of pipe joints and bolts 1401, .''0 Wrap pipe with 15# roofing felt :b Form as necessary o. 6 BENDS 900 450 221/2° 11 1/4° *Vol . Req'd. C.F. 39.99 21 .64 11 .03 5.54 A Ft. 2,50 1 .42 1 .0 0.75 6 B Ft. 4.0 3.88 3.36 2.75 C Ft. 4.0 3.88 3.36 2.75 *Vol . Req 'd. C.F. 71 .09 38.47 19.61 9,85 A Ft. 2.83 . 1 .67 1 .5 1 .0 8 B Ft. 5.0 4.8 3.66 3.2 •�` C Ft. 5.0 4.8 3.66 3.2 *Vol . Req 'd. C.F. 111 .07 60.11 30.65 15.40 A Ft. 3.25 1 .92 1 .75 1 .5 E . 10 B Ft. 5.9 5.6 4.25 3.25 o C ft. 5.9 5.6 4.25 3.25 *Vol. Req'd. C.F. 159.94 86.56 44.13 22.17 A Ft. 4.17 .2.42 1 .42 1 .25 CL 12 B Ft. 6.2 6,0 5.54 4,2 C Ft: 6-.2 6.0 5.54 4.2 *Volume calculated on the basis of concrete reacting thrust on the respective bends under an internal pressure of 150 prig at the rate of 150 lb. wt. per cu. ft. of concrete. EXAMPLE A VERTICAL. TIE - DOWN� ®OA��V BLOCK DETAIL i lml- 8 FI G U RE t ! EI-20 Material 7 E2-20 Construction f NOTE- Quantities will be specified on glans or directed by Engi- neer. Grout over exposed . steel straps ''�'•- #4 Bar Steel Straps In variable quantity depending on thrust. Keep concrete clear of pipe joints and bolts Form as Necessary 2500," concrete ; / � � •:_ #4 bars Goth ways Ile EXAMPLE VERTICAL. TIE-DOWN BLOCK FIGURE 12 E1-20 Material l"�-�$ E2-20 Construction t G� 7 4� #4 Steel Bar Straps in f Keep Concrete variable quantity depend- ing on thrust. Joints and Bolts '-_t' 1 - / il.b•. Provide Forming as Necessary �• 2500# Concrete U �•A a-e \ _ P' - \ •ice - -`{ #4 Bars Both Ways / 6„ c/c V. NOTE : Quantities will be specified on detail plans or directed by the Engineer EXAMPLE C , VERTICAL TIE-DOWN BLOCK FIGURE ! 3 l; 1-20 'taterial E 2-20 Construction Street Surface Concrete Or to Crushed Stone Base BACKFILL: Compacted For Permanent Paving Mechanically or jetted See 5 ecial Documents Minimum Depth After zo Compaction Granular Embedment To Be Jetted or Tamped FI II 'fit D. Crushed Limestone Bedding For Water Mains 16" Dia. I IWt t and Larger and San. Seater lines (See El-3;E2 APPROA -3) Pipe Siz Ditch Widt Ditch Widt Ditch Widt Ditch Wal 11W11 IIW11 IIWII Clearance 111 . D.11 C. I. Pi De Pretens i one Prestresse "A" 2° 11 21-011 — — 411 21-011 8.611 811 21-1311 - 7.5 it 1011 21 I�11 — — ' 6.5tl 1/211 2f-211 — — 611 16" 21-611 21-711 a 611 2011 21-10111-011 (111 24" 1—41.1 611 011 J — it 3611 - _ 51-0i1. col 42" ^. 51-711 -11 48" .. _ 61-21' 911 Note: Granular embedment is to be included in the price bid per linear foot: of- pipe. T�PlCAL EMBEDMENT DETAIL 1-1-78 FIGURE 19 E 1-2 Material E Construction i I - " r - I. txi st ing surface Sacicfi i l ms specified - r r , t t • .:,• �.•,`J 1 •1.1::5: . ' .k, `�• f�,1s7� fir.;, � . ' . _.gar. , ,l- �}-• .. • . � 1 r r J o _ . .a 1D 6" min. dimeinsion. 6" max, for pay purposes when bid per cubic yard. x 0 6" min: dimension. Max, for pay purposes shall ! be 6" on main 2411 and smaller, 911 on mains 30" and larger, when bid per cubic yard. a4f-t min. dimension. 4" max.. for pay purposes when bid per cubic yard. OClass "E" 1500# concrete. Concrete encasement shall stop 1 ' either side of joint, and when- encasing concrete pressure pipe, full lengths of Pipe shall be encased, Joints excluded. f CONCRETE ENCASEMENT DETAIL A-1-78FI �* 1 t �� 20 E 1-7 Material �•I E 2-7 Construction Pressure Grout Between Casing And All Pipe Shall Be Surrounding Earth Laid To Grade As Shown On The Plans _ Tun;-.0 Liner Or Casing Pipe As Required. Water Lines Shall be Secured by Struts. Ca-rrier Pipe _ r= i A Adequate Skids Shall Be Various Types Of Furnished And Installed By The Contractor As Necessary Casing Pipe May Be Y 7o Facilitate Installation Used, Conc. , Steel Or � �` t'`"~ Of Carrier Pipe. Corrugated Metal As Permitted By The Plans And Specifications TUNNELED SECTION Pressure Grout Between Casing And Surrounding Earth On Bored Section. A 1 1 Pipe Shall Be �'- ' r � = Casing Pipe Laid 7o Grade As ` Shown On The Plans. � _ 1 , `r• Water Lines Shall be `•f. Secured by Struts. aw= Various Type of Casing � 3 Pipe May Be Used, Conc. , Steel, Or Corrugated Metal ' Carrier Pipe As Permitted By The Plans And Specifications. Adequate Skids Shal 1 Be `= �'•�:�' '` ! Furnished And Installed By r The Contractor As Necessary To Facilitate Instailation Of OPEN C U T Carrier Pipe. Or BORED SECTION CASING DETAILS 1-1 .78 FIGURE E 1-•15 Material E 2-15 Construction r � f r Existing Surface � o Existing Sewer Line Io Proposed Vater Main 1 Variable trench width. Pike length shall be measured as standard trench width (Ref. E 2-2. 15), plus four feet, (10) . No joints will be allowed within'. this dimension. . A minimum bearing of 24" shall be required on each •side of he trench. Sewer lines less than twelve inches (1211) in diameter shalt be repiaced 'with Class 150 cast iron pipe or supported and encased by a reinforced concrete beam per Figure 24. Sewer, service lines shall be replaced with extra strength cast iron soil pipe. Tia joining of cast iron pipe to clay or concrete pipe shall be made with 4000# concrete collars per Figure 112, or with approved adaptors. The entire area excavated to accompiish the replacement shall be completely backfilled with crushed limestone and thoroughly compacted to 90% Proctor Modified Density. QThe minimum clearance of sewer to water lines shall be six inches (09 SANITARY SEWER PIPE REPLACEMENT DETAIL I r s� E 1-7 Materials l+1-78 F I G U R E G 3 E 2-2 Construction u �a 4s � � L W Q) 4J aJ 1/1 t N 4- ^ c 0 .c q a 3 c o � j to �^ C144- +J O 0 3 Vi 40 Z7 -+ G •— L L :;0E u r' -C' a c Q) E u .c •L 41 k9 C In 'a in Q3 ► N O �1 4) N �1 Ai 4a m m E Q` 0 L H 4j C C N M 4-• 4n C t 1 ui i m a Q)M cu C �. u 4) O O �. r,n (D -0 C N N CD ++ E vN -aa 41 •- � 4^ to G1 O e 0 w '_ z p� m m L .— •O 10 E q) .0 Q e� C ¢ C m E W Q u O 4-2 •— O X C 0 L L u z+ a 4) a v ^ :CL Lj � [p L L . U a Q) D o v e1 m E in 3 L w 0! O F -W (0 4J -p ' _ Q C -W U c IV 4- (0 m rn -iN ;o o L C +� 41 u 9 4) tn ,� C.=u otAav - �c x m L u .—41) q4- 0 3 s l In r0 ucli s.+ a L in V1 QI Ijj 4) v, c so iu • N v w++ 0 ^ v 1.1.E rL 0 +D Q � ._ (.. .1 U U 1 N C 3 `O C d O i) "i7 in v a E CL0 0 t l• �. 4) 0) t.. a) M-- alis L- 93C C: [0 -ON ^ �.. _I• •�''40 I N �_ — 43 UI on PSI � • • m • N N w E t7 d!ire O J 0D 4) L 4jan --, 4) a O.i�J �1!sl .• •�. + �� U L � @ 4) N to t� C 0 �'1•.I• d V =u u m L C L.. CO tM In O L Q 4.+ .�. Z) 4-- Q) E U 41 c - C sn w 10 a 0 s.. 0 .0 a- ,.r . 6 3 �► i0 � r a) 4) 3 E a.l 3'8 tll U L _O V = to Ih O , y Lf% 0) 4- U CL A m M 1 tJl L N > 0 C :3 4J -T 41 _ L ®1 17 to oCl g 0 4) a O luo 'o 4J Z J 4) J z iu m C N W Qtn L L 4C •L CL m m c u c c �Eo �xoaa afuuv Oi i 0/4" Sampling Tap 2" Gate Valve 2" Short Nipple x 2" Tee X x fter Sterilization Remove Piping b b and Install Plug i Bacicf i 1 1 2" Coup] ing to be F plugged w/2" C. 1. Plug after sampling • " J NOTE; Chlorination blowoff s 41= and Larger Watbr Line ��:: and sample point for y• deadend water piping. • . - ., - 1 Contractor is to furnish all labor and materials. Material Embedmentwill be removed and r - _ _Plug after Sampling retained by the Con- tractor after satis- factory ;samples have been obtained. "Vk—Backf11 1 _ -,�. � ,•. •--•; '.�"-';fir ""' .r r f I a,i r" .� r, S `• �:� Concrete 13locking.f per Fig, �. 311. and SryiaTIer Water,t7he f# nr embedment STANDARD DETAIL END PLUG CHLORINATION BLOWOFF AND SAMPLING POINT - , FIGURE 27- 1-1-78 7-1-1-78 E 2-24 Construction Spec. When a fire hydrant is Iocated at; end of Mains b" and 81, in diameter, wye may be omitted Contractor will make a reasonable effort to prevent back-flow of purged water (See E2-24) EXTEND PIPE RISER ABOVE GROUND LEVEL i CAP 'AI:TER DITCH HAS 'Polly-Pig's BEEN DEWATERED r I . Install MJ Wye at terminal end of main 2. Closure on A-C pipe will require "Ring-Tight" ' to plain: end adapter in addition to MJ Wye 3. Nock Wye streight run end plug 4. After cleaning with "Polly-pig,, install branch end plug-. CLEANING WYE DETAIL FOR NON - LOOPED SYSTEM AND UNDER FIGURE 2-9 LI-1-78 E1--7 Haterial E2-7 Construction r 2'-C" 2'-S„ a PROPERTY LINE i 21 !- " r 26 6" Min. 'PLAN VIEW F F 4 - 6 IN DIS►. STEEL GUAR® POST FILLED WITH CONC. CONC. 4 r T 1 { IN 1 T f � SET POST IN CONC. n t ' i FIRE HYDRANT BARRICADE DETAIL FIGURE 31 E 1 -- 12 • MATERIAL E2-12 • CONSTRUCTION 5 .1 . 80 I __._ R.H. O ami CO m m1 •a Q U W n o :F O L. Z; a o _ r" C2 Q [] C] Q C K C p 0. rL _ i If E J �� p e O `�' •� ` N O 9 m aq Co �' ao p C . o c a ... p �''a - - t-.E N �r � 1p \� C O 0 w C) C i\\ oa1 3:: (D � a if 119 Cl) LLJ 03 C: a ° r Cl. a iZD wi- E a �, E w Elilt Q Z x m CD m 11 mn.. o. a n.aco •� Lli — d N O o typ N J o a U)OL _ p' M J v+ _�C W _Q v — U) T Q v a EEa 3 W12- > E U o d a s 1 to Cl) o l� Q . ; m n°.w ^ c :3 fl oo U »V U o o m 2- Cl) U) R)lq GJ N � 1� ® o KvCz hy Ag A t 7, m le MID /0 gm ASXXX 4r-1;r7&"l'l'Wvee .6.zll -�¢CfronS ori 09tApe I ME am elf tv X7Z-,A- W/00-2, 2w 10 C1117 -4T uv e 2/'"dna P4Aa&A;Pd AO-1 e S-r,4,oVA , 7,O EI -14 Material E2-14 COnStruCtion r ! / 1 �o:iJz4.e,�lsvrY,y��c.F Sle�.f' or + Ski-cq� c�aWN�.-.v�feir rvel� ris�e�lf� _ _y �f s�•_ PeiJ9.�', t'arrfo.y.s•irg t'o A.9,T.Iy1• `t= ~-�. C/sCal r.q !r;r cf t•.6�r e0d'lei7y .7.7,7o-' To ��s9 !�r FB: , :'• � f' aysGr¢s°a C`G�i7Q �Aw� r �L., 1 :SC�i-ev�i�Pd aSy g0c w.-f¢v- and d'es�rr nary �¢�r+ casfv���-t`aw f® � Sift A�a°r9.rat�d �y woe ",-`406 i, A""OA4.9°�°o��fi-cry-scars Eng;:sear: 1-1-78 E1 -14 Material E2-14 Construction I � t MANHOLE FRAME AND 2411DIA. COVER, EQUAL t ti TO MCKINLEY IRON WORKS NO.A24AM: t (REF. E2-14) . 1 �► �° I� 1 r - TOP OF CONCRETE CONE �,• SECTION 15" BELOW FINISH RIM ELEVATION: (REF . FIGS , 103 S 104) . 's 16" a _ Err � -- MIN. 1 .. GROUT '� gr r CLASS F(4000Tr } CONC NOTE: ] .` PRECAST 41DIA. CONE WITH STANDARD 300#1 MANHOLE f• �: COVER AND RING I N LI EtJ OF 241`x4o" t SHALLOW MANHOLE(REF. FIG 106) . 2. MANHOLE TO BE USED WHERE SEWER LINES ARE LESS F THAN 6' DEEP. 1 - , � SHALLOW MANHOLE 4 PRECAST COVE 1-1-78 I E1-14 MATERIAL ' . F I G U R E t ®5 E2-i4 CONSTRUCTION Where M.H. 's are in street Where M.H. ' s are built install two or more courses of' in streets to be paved brick or concrete grade rings M.H. rim to be set to ween casting and top of brick proposed paving grade e, or concrete slab. Use standard McKinley, No. A24 AM. or Equal M.H. Frame tlt��flll�' � '1;=1111�2lliTlttt d Cover 2 -11011 Set in Mortar Use Cast Iron Pipe to First Joint Behind- Limit of Excavation -1 ter Install M.H. Step rn Same as in Standar M.H. 1411 Lii4-1 311 411 M.J. Cas Push-on Plug Iron Tee 411 .h. b•;: �[1 T � Conc. Collar i [ r� install Nuts _ L Away from M.H. Wa 1 1 on M.J. 1. 4-J i 4 -OI' Fitting COR-TEN o ro Bolts ttil n If Required Wov i de Concrete Limit of — °' Stub Extension At _ See Jilt -� &Mof P.E. in M.H. , [ Excavation 10 1 all Standard pia. o M. H. Detail figure 103 S 1 ope 111/1 1 ill ll l� --- t• —Vertical to 3/4 Point of Pipe _ �• 4 Bis 1111 0• 4 e •.4 d. Hit Thrust Block to Grouted Invert Use ©OCt## Concrete Extend 611 In All Q 41 dia. for sewer Directions from pipe up to 21" Outside Diameter dia. 5' dia., for of Pipe sewer pipe 2111 to TYPICAL SECTION 39" dia. STANDARD FOUR FOOT DROP ACCESS MANHOLE FIGURE 107 E: 1-14 Material j'_1-7g E 2-14 Construction Natural Ground Dimension uX � L Sewer Pipe - 12 " i Q� Cr'I i rC• \ C f �1 �. Gr-6-nL'1a-r• rmbedEtent Minimum Depth After Compaction , i. ' ► (TYP.) Crushed Limestone to Extend from 61' Below a le 1 = Pipe to 5pr_ingl ine (Excavate for ter ( Bells) c T Crrished L rhestone' Cost of Granular Embedment and Crushed Limestone Bedding TYPICAL SECTION Included in Price Bid Per Foot of Sewer Pipe STANDARD EMBEDMENT t . FIGURE 109 E1-2 Material 1-1-78 E2-2 Construction Corrugated Black Metal Tunnel Liner 12 Gauge or as indicated 1 � � • � Special Plans �— Annular Space Grouted Documents. I 1 Q _ro C3 C1 I ra I . � E v ai Q'! 3 f m -j 1 pp L F r0�r E AnnuIar Space grouted'-z, ~t Cut Away Longitudinal Section p o Tunnel Liner O O Fill Between Liner And Sewer Pipe with Grout 0 D ID' — Sewer Pipe END- VIEW a ver� o ° o NOTE: Furnish & Install grout in ratio df Furnish & Install skids 1 cubic foot of cemen# and 3. 5 as necessary. Skids shall cubic feet of clean fine sand with meet the approval of the sufficient water added to provide a Engineer. E free flowing thick slurry. TYPICAL TUNNEL SECTION Eatert -15al � Construction 1-1-78 FIGURE III E 2-15 � Existing surface Backfill as specified A. 13 r .7 1w, q IU 6" min. dimension. 6" max. for pay purposes when i bid per cubic yard. O6" min. dimension. Max. for pay purposes snail be 6" on mains 24" and smaller, 9" on mains 30" and larger, when bid per cubic yard. 4" min. dimension. 4" max. for pay purposes when bid per cubic yard. Class "E" 1500# concrete. i CONCRETE ENCASEMENT DETAIL E 1-7 Material 1m1®7$ FIGURE 113 E 2•-7 Construction 4 - or l4 Roadwa 611 � r IS Standard z' }— Curb & Gutter .[7 .-acv � ••�•• ••+'• �f�.:�� •21_611 '� •`• �- _ ;F>Qj y �y cn .N w v cn l Mi n. 7\atert i ght P1u �. ay rconcServ1 c i ne,M i n. 2 Grade If C. 1 . Min. Grade 1 TYPICAL SECTION Nate: Embedment and backfill asregu i red for -adjacent Sewer main shall be included in the price bid per "sewer s` m service complete in place. +- co Standard Cur .'Gutter Section L 41� N Service Line m Sewer service line location- to ba'marked with red vinyl tape at least 3" wide and' NOTE: 10 mil thick attached to Tees Will Be Used On All Service the end of the service arse Lines Constructed At Same Time As extending through the.-back— Public Sewer. fillat the point of -house service connection behind the proposed curb. SERVI CE LINE '. DETA-ILS ` � _ • FIGURE 115 ET-9 Material 1-i-7$ E2 .9 Construction' i, t EXISTING SURFACE BACKFILL AS SPECIFIED i - I r ` 2 2 . O 611 MIN- DIMENSION. 6" MAX,FOR PAY PURPOSES WHEN j BID PER CUBIC YARD. 1 . 6-" MIN. DIMENSION.MAX.FOR PAY PURPOSES SHALL BE 6" ON MAINS .24" AND SMALLER ON MAINS 30." AND LARGER, WHEN BID PER CUBIC YARD. O CLASS ' E' 15004 CONCRETE CONCR.ETE .CRADLE DETAIL 1-1-7$ FIGURE 116 E1-20 Material E2-20 Construction I S TREE 0119 T Q 4 .0 ' N B-f4 REBARS TYP. 77 USE 3 UOO f CLASS 3' TYP. A CONCRETE. 10F E i _ CONC. COLLAR HEIGHT VARIES ! /4" CHAMFER TYP PVrYT �_ GROUND Z 27,L GRAB �- RING CASE f OA SE 2 0" MIN. - . RAH NECK - ' 3 MINIMUM CASE 1 - HEIGHT VARIES COLLAR S71ALL EXTEND TO raa OF 2_-27 CONCRETE (REBAR REO.) SECTION A CASE 4P COLLAR SHALL EXTEND 3' SE40h, B4riam OF L oyEST GRADE RING (REBAR REQ.J FIGURE _ x. 21 CONCRETE MANHOLE COLLAR DETAIL EI-720. 21 MATERIAL E2 '20. 21 CONSTRUCTION 5/18/90 3/05/93 TYPE 0C BACKFILL MINIMUM 60 INITIALG.C.D.SEE SPEC. EI-2.4 BKFI ACLL COVER El z-'-- t. VIII SAND MATERIAL EMBEDME NT INITIAL BACKFILL SEE SPEC. Ellc G.C.D. LL MINIMUM 6` EMBEDMENT < =31 I I WATER: SIZES UP TO AND IN LL < ir TYPE "C" BACKFILL MINIMUM INITIAL �ACKFI�LLCQ\�ER- SEE SPEC. El-2.4 um L 6. WTAl'T�;r2R _ G.C.D. SEWER - 12R STORM DRAIN -- 12' 41 CRUSHED STONE OR SAND -0 MA7ERIAL INITIAL BACKFILL c 0. SEE SPEC. EI-2.4(b) OR LL' E1-2.3 G.C.D. rc MINIMUM 6" E= EMBEDMENTLL CRUSHED STONE FIT SEE SPEC. E1-23 WATER: SIZES 16 AND LARGER SEWER: ALL SIZES STORM DRAIN- ALL SIZES V LL c MATERIAL SPECIFICATIONS SAND.GRADA71ON < 'OLESS THAN 1 O PASSING LL #200 SI EW > 'D P.I. m 10 OR LESS THE EMBEDMENT AND BACKFILLDETAILS PROVIDED ON THIS c SHEET SHALL REPLACE APPROPRIATE PROVISIONS OF BOTH V. THE El-2.4(b) AND EI-2.3 OF THE G.C.D. AND �5 ITEM 402 OF THE TPW STANDARD SPECIFICATIONSSMFO.RSPEC. STREET & STORM DRAIN CONSTRUCTION. ch CRUSHED STONE GRADATION PROMSIONS OF THESE ITEMS SHALL ALL OTT I-- SlElf SIZE Ft AINED APPLY. 0-10 40-75 3/18 55-90 WATER, SEWER & STORM DRAIN < 14 90-100 EMBEDMENT AND BACKFILL DETAILS LL 95-100 c CITY OF FORT WORTH--CONSTRUCTION STA�ND�ARD FIGURE A ID A TE:21-19-0 2 W z c0 � ¢� a o � m woof \ ¢It Ozp U) cnQ zc� zjEQ w a N Ad wm� no w mRwV)�uj Mo zm OOaV0 F tr/1wQ0YW 0 m U z� (n ��waza W vUQ 4 V)aw zv FO a 0 w zLL. z ` \ a Z w5w J V L�.1 g 0 \ o QmQF Q cnz f Z a 00 it w ul •�w as �� ¢ O Z. z 0 Lu Ld LLj in LLP o w r U .�+ `1 g _ 0Oo Vz� a � � ¢ WOO z '', } \\ Q m odWaw LL; \ w� s}c 3L, •y \\ SC LLL Q U Q 00.• ` , 2 g UOQ 2 w \\� g .- aLLIcnQ�m � w 0 JJmNZ in x z M 0) ��0Z c Q:j 9):Q U U Q mmg+"-Q �a o v o3QwEn � � LLI w oo �z w d' 0 wa!zV)w O z v �<Qz} � T N WMM < e e mawF-H }- N 00 }.�4 U U- oaw N . 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WATER E o o W \E U EE j m n ---, LU 0 �, E E z Nu � M�Cl) � o N M LI coo r N3t din o 0 OM InclJo E M,y �y Local. Co �zz 3L011 U6Ld ECLIPSE N o. ---� 88 SAMPLING ST TION ALUMINUM HOUSING ECLIPSE 86 SAMPLING STATION COPPER VENT TUBE WITH OPTIONAL 1/4" BALL V VE IN PLACE OF 1/4" PET COC ALUMINUM BASE n LID 926--C STYLE 1. ��� (> GROUND LINE �1 r " y ALL` • 'f..`� : "METER B EQUIPM C4 L� ER SET fPF DEPTH 69 200 OF BURY tip � 11 ,i tvt sox ) STANDPIP W � 4Y� , 4" DOMESTIC COPPER 7 SOFT K--TYPE ro MIPT ELBOW SO PER F FFLAR�EMFORD C28-33 FORD BALL VALVE Mass - 3 o CURBSTOP 1311-333W CORPORATION STOP +� 3f 4' FORD F--6 Sampling Stations shall be 2'-6' bury, with a 3/4" FIP inlet, and a (3/4-7 hose or Unthreaded) nozzle. All stations shall be enclosed in a lockable, nonremovable, aluminum--cast housing. When opened, the station shall require no key for operation, and the water will flow ' in an all brass waterway. All working parts will also be of brass and be removable 'from above ground with no digging. Exterior piping shall be le6% (brass pipe,,—,-. A copper vent tube will enable each station to be pumped free of standing water to prevent freezing and to minimize bacteria growth. Eclipse No. 88 Sampling Station shall be manufactured by Kupferle Foundry, St. Louis, MO 63102. • W UJW U 7 ''' U a _ w > w .n i V) wJJµ~ NW QQ Zaf V)NW O U tnU w-1 �z p0 1 �--O caafrvi w ww wYo Ui Zn M Zm0>-0 �m mQz � Wz w� Y N4w1 W IM U)N Y Q m O U 4 !I O o ' X Wa(AZm �O Ilia UIU JZ A( / m a z w _?¢ �'Q ,, w�v~iz 0 o wZ �W =P F-I U < w ¢mF ~w�wawow ¢ ¢ �� ¢Q �3 ¢m o O o JAJ oo~�� w WEn M �dZv`i L)10, Z vi mwa Q n- o IF- LL oc Z Z �V) z �:z jy �¢ mW� area ~aw �� w I a w [,J ! F- wOd P O<Xwn tt�1 tllo� > I Zr } J WW 2L Om n (- I�w F-}0w F-�'LLI NQ wr -.1[O U m Z W U)w¢ O m Q W m I ~ Z I F-J 0O �o U) U ZO U)F I z-i0.ML,pM a� Off» DQE ¢V) LLI OLS �� r¢ Z Q =Z0 Ozoo Jo4 OJz 2 wZ Z�> 2�< ovp)' I QJ W r _In UI/�Uoulr- v7u> flvrv� zUs1 aOI- Oaf vU _ U N Ki v ui io r: F- o Lu a < _A m < In Q w Z I v' of: x LLL LLJ - F a r U W w Z d LLJ I' ( O O w r m tw 0 } Illi J CD U U F-O~ Y)" W I S <UJ Mo o Q ! o w F-ao > o" w ' o mop of 0 I o of Q �I ¢ f O d W _ z K ~ O O a J O ¢ I l= OQ m 0 Z._.� Z z�� o Z O z ¢-0 o w ~ U o- O jr w aOVv ) a F a ¢za Ua¢ r O I U azQ Z) [n a m� O� s a I QU P Q UO JI-Q U kU W �U o03 Y � �� U a I :D W L]F U fail - LCL> p W 0V) mZm F-O CL r a'L in U U)U __ U w - _ C L to Zi 0 0 Q N J bi ¢ a ¢ O C W w ~ a n Z J Z O d m N Q O Q F IL N U-, ofa O S 0. Z U 0l O 0 3 I a sL m ¢ o � Q ¢ d U 70. .� OJ a s c�a m G - - J- 3 I 0 X U) 0La F-: al w -6 10 -0 UU vU •'o <v W rc� �'C7?wLLI U) m y J o a z F m W J o� Z CL a lflCj Zi LI)Li w Z � 'n uN woWa� 'n =m° In m° NW 4.P1 �^0 F om y(n O W� d V) N 0 i '� v 3 U a I I I APPENDIX B TRAFFIC CONTROL PLANS i 1 t WORK aNEaD ENO ' i � ROAb WORK l V ° 4° f !f I � � I.J ° a w z o � N ° 0 Z.- A4EAD x OSL'.',LAN CLOSf I j I Fiv^�? �gRl� 3 IIIfX l 1 X ROAD f �,J WORK A�]E/�7E2 b This pion is submitted for TCP_ 1 certify this pion will be used for the following location(s)= ry and that oll channefizing devices will conform to "General Notes" as shown on the bock, r o Signature- Date: CITY OF FORT .WORTH TYPICAL TWO WAY STREET TRANSPORTATION ONE LANE CLOSURE AND Note: . PUBLIC WORKS See reverse side for GenerD[Nofes vnd [Device S pcin PLAN "A<< Er3[1 RDAD kfDRK END � 0 0 •..s �Do v 0 0 0 0 � 6 Y q a LJ-J LL. LL! oLL. Z o :D 0 0 CID :v - o . RIGHT L o ib CLOSED ]GMT LANE AHEAD o CLOSED - p AHEAD .Q o� II( � I � QJP• � �- 1 I P O 0 oe RIGHT LAN O IGHT LANE CLL-SED - 0 CLOSED AHEAD a J AHEALI , r a m \ x a- R� Oa \' q WORK J{ �` C 3 4 G gHFep x ROAO WORK AHEAD m� This plan is submitted for TCP. 1 certify this plan will be "used for the folling locations): cn ' and that all channelizing devices will conform to 'General Motes` as shown on the back. L Signature: Bate TYPICAL ONE WAY STREET CITY.OF FORT WORTH TRANSPORTATION. TWO RIGHT LANES CLOSURE AND Note: PUBLIC WORKS See reverse side for General Notes and Device Spacing PLAN V f t ROAD 2 Signs f WORK (Back-to-Bock) END MEAD �7 / RO�ID WORK (Not Requ;red I-or TCP 0 Less rhon one payl 0 0 o - a o U o � � p p o a a o a 0 o a Y p xx e Q W + O F � N o a O O E J r 4 a Z 0 o.� xx I - a J 2 MPH a c ' 6 • 4 k p !E! dd1 o CLOSED o AHEAD c P a � _ O ilrE � O 1 (T[GtX CAf-I'l 1 !!! END l ROAD WORK x WORK LLL111 J X AHEAD n This plan is submitted for TCP. I certify this plan will be used for the following location(s)= r� and that all channelizing devices will conform to "General Notes" as shown on the back. 0- Signature= Dote- CITY OF FORT WORTF CONTINUOUS TRANSPORTATION LEFT TURN LANE DETOUR AND Nate: PUBLIC WORKSSee reverse side for GenerolNotes and Device S Ocin '- PLANEIC" 8 ROAD WORK EN❑ AHEAD X • RO.sO wORk: X ONE LAN ROAD AHEAD .. 9 a Flogger ° a �Q P P ° W W L� o P ID ° O ° O a 2 F[aggers required wheneve ° u ap�SOSIflg IraTfIC required y Q Flogger Required an to US2 some lone: ° O Colic,-for l Residential n Ln StreeCS.AdditionalFloogers l=faggers sholl be In constant ° kAa; $a Required Depending On - I Field Condit'RRS. � radio COntaCt_ kkk€ No congregroting around �> flogger stations. � LSE 1 Flogger stations €•Rust be x Raga 'i Flghted at night. i 1 :fi Elio ROAD .: f2QAD waRK x WORK V 'v 0 ,f o _ r This plan is submitted for TCP. I cer tify this plan wiff be used for the following loc-ation(s), Y and that all channelizing devices will conform to "General Motes" as shown on the back. Signature- Date: CITY OF FORT WORTH TYPICAL TWO . WAY STREET TRANSPORTATION LANE CLOSURE AND Nate; PUBLIC WORKS _ See reverse side for General Notes and Device Spa i PLAN "D"- r r Wit_' i ��Jf ROAi') wpRK V � p o �L.3 0 a o a �z a (D r 1 i 6 � a a - 9LpGKEb LANE a LA"IE _ $LOCKEb II ] 5i x 1 .� LArrE OtKEP F10C2 K3 Ep 12 3 E i x X Z� r f - ROAD f ROADWORK x AHE AD L WORK AHEAD y 6 This pion is submitted for TCP. I certify this pian will be used for the following locotion(s): rq wand that oli chonnelizing devices will conform to "Generof Notes" os shown on the bock. o Signature. Date: CITY of FORT WORTH TYPICAL- TWO WAY DIVIDED- ARTERIALTRANSPORTATION ONE - LANE CLOSURE AND FNoe terUBLiC WORKS reverse side for GenerolNotes and Device S acro rr PLAN E I a Q z k aa. IL This pion is submitted for TCP. l certify this plan will be used for the following Iocotion(s3= o . 0 0 IN and that all channelizing devices will conform to "General Notes" as shown on the backs x '' a Signature: Date- 0 CITY OF FORT WORTH FULL STREET CLOSURE DETOUR TRANSPORTATION AND Note: PUBLIC WORKS See reverse side for General Notes end Device Sp -- eca PL AN "P, i l f ` i n ' 7 _ k G3tD 4 � , s�oEww�K I • � c�oeso vo[.+cs aos[o Cl l � E I IeEM � � f ! E I o This plan is submitted for TCP, [certify this pion willbe used for the following location(s)- I o �\ and that oil chonnelizing devices will conform to "General Notes" as shown on the back. [�o Signature Date= CITY Or FORT WORTH ' SIDEWALK CLOSURE DETOUR TRANSPORTATION AND Note= PUBLIC A7 ee reverse side or enera o es ano evice poc�ng. PL�� ���11 r J V 706 IrlllO 7Q1 ' e soEw,tiK _ y Ct0bE0 7' � f r 0 :# o This plan is submitted for TCP. (certify this plan willbe used for the following locotion(s)= o and that oll channelizing devices will conform to "Generol Notes" as shown on the back. a w r- d Signature Date: CITY OF FORT WORTH SIDEWALK CLOSURE DETOUR TRANSPORTATION AND Note, PUBLIC WORKS See reverse side for GenerolNotes and Device s ocin . PLAN 'W" APPENDIX C PERMITS AND EASEMENTS NOTICE! !'. EASEMENT DOCUMENTS ARE NOT CURRIENTLY AVAILABLE. THE CITY OF FORT WORTH ANTICIPATES THESE DOCUMENTS WILL BE AVAILABLE PRIOR TO A CONSTRUCTION N TICE TO PROCEED. APPENDIX D SOIL BOLE LC GO I f CITY OF FORT WORTH CONSTRUCTION SERVICES ' LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: MODLIN AVE. - � DOE NO. : 4912 FUND CODE: 01 02 HOLE ## 1 LAB NO: 61233 LOCATION: 3809 MODLIN AVE. S/4 5. 50" HMAC 4 . 75" SAND, ROCKS & GRAVEL 6 . 25" ROCKS 7. 25" ORANGISH BROWN SANDY CLAY W/ROCKS & GRAVEL } ATTERBURG LIMITS : LL: 26 .2 PL: 16 . 1 PI: 10 . 1 SHRKG: 6 . 0% MUNSELL COLOR CHART: 10YR 8/4 VERY PALE BROWN SANDY CLAY UNIT WEIGHT: 146 . 0 #/CFT (4 " HMAC) HOLE ## 2 LAB NO: 61234 LOCATION: 3740 MODLIN AVE. C/4 5 . 00" HMAC 5 . 50" SAND, ROCKS & GRAVEL 6. 25"' BROWN SANDY CLAY W/ROCKS & GRAVEL 6 . 50" REDDISH BROWN SANDY CLAY W/ROCKS & GRAVEL ATTERBURG LIMITS : LL: 40 . 8 PL: 22 .3 PI: 18 , 5 SHRKG: 12. 0°% MUNSELL COLOR CHART: 7. 5YR 6/3 LIGHT BROWN CLAY UNIT WRIGHT: 146. 0 #/CFT (4 " HMAC) HOLE # 3 LAB NO: 61235 LOCATION: 3724 MODLIN AVE. N/4 6 . 00" HMAC 7:71 4 . 00" SAND, ROCKS & GRAVEL 2 . 50" ROCKS 5 . 00" BROWN SANDY CLAY W/ROCKS & GRAVEL 6 .25" MEDIUM BROWN SANDY CLAY W/ROCKS & GRAVEL ATTERBURG LIMITS: LL: 58 . 3 PL: 30 . 0 PI: 28 . 3 SHRKG: 15 . 0% MUNSELL COLOR CHART: 10YR 6/3 PALE BROWN CLAY UNIT WEIGHT: 146 . 0 #/CFT (4" HMAC) HOLE ## 4 LAB NO: 61236 LOCATION: 3701 MODLIN AVE. S/4 10 . 00" HMAC 4 . 25" SAND, ROCKS & GRAVEL 4 . 50" ROCKS 6 . 00" YELLOWISH BROWN SANDY CLAY W/ROCKS & GRAVEL ATTERBURG LIMITS : LL: 28 . 0 PL: 15. 6 PI: 12 .4 SHRKG: 10 . 0% MUNSELL COLOR CHART: 2 . 5YR PINK YELLOW SANDY CLAY UNIT WEIGHT: N/A #/CFT f 2 l 3 i F # 1 LAB NO: 61237 TION: 3756 BERTROSE AVE. W/4 00" HMAC 25" SAND, ROCKS & GRAVEL 6. 0" BROWN SANDY CLAY W/ROCKS & GRAVEL { ATTERBURG LIMITS: LL: 41.2 PL: 21. 6 PI : 19 . 6 SHRKG: 14 . 06 MUNSELL COLOR CHART: 10YR 7/4 VERY PALE BROWN CLAY UNIT WEIGHT: 138 . 0 #/CFT E HOLE # 2 LAB NO: 61238 LOCATION: 30'S. OF DOROTHY @ BERTROSE AVE. E/4 3 . 50" HMAC i 5 .25" SAND, ROCKS & GRAVEL 6 . 50" ROCKS 7 . 00" BROWN SANDY CLAY W/ROCKS & GRAVEL ATTERBURG LIMITS: LL: 42. 1 PL: 24 . 1 PI: 18 . 0 SHRKG: 12 . 06 MUNSELL COLOR CHART: 10YR 6/3 PALE BROWN CLAY UNIT WEIGHT: 142 . 0 #/CFT HOLE # 1 LAB NO: 61239 LOCATION: 3932 CLARKE AVE. S/4 2 . 00" HMAC 4 . 00" SAND, ROCKS & GRAVEL i 6 . 50" ROCKS 7 .50" DARK BROWN SANDY CLAY l ATTERBURG LIMITS: LL: 50 . 2 PL: 25 . 2 PI : 25 . 0 SHRKG: 14 . 06 MUNSELL COLOR CHART: 10YR 5/3 BROWN CLAY UNIT WEIGHT: 133 . 0 #/CFT HOLE # 2 LAB NO: 61240 LOCATION: 3912 CLARKE AVE. C/4 4 .50" HMAC 3 . 25" SAND, ROCKS & GRAVEL 6 .50" BROWN SANDY CLAY W/ROCKS & GRAVEL 7 . 50" DARK BROWN SANDY CLAY ATTERBURG LIMITS : LL: 44 . 8 PL: 26 . 1 PI : 18 . 7 SHRKG: 14 . 06 MUNSELL COLOR CHART: 10YR 5/3 BROWN CLAY UNIT WRIGHT: 146 . 0 #/CFT (4 " HMAC) HOLE # 3 LAB NO: 61241 ' LOCATION: 3832 CLARKE AVE. N/4 3 . 00" HMAC i 4 . 50" SAND, ROCKS & GRAVEL 6 . 25" BROWN SANDY CLAY W/ROCKS & GRAVEL 2 . 50" DARK BROWN SANDY CLAY I 7 . 00" REDDISH BROWN SANDY CLAY W/LIGH GRAVEL ATTERBURG LIMITS : t/L 40 . 0 PL: 22 . 6SHRKG: 11 . 06 MUNSELL COLOR CHART: 10YR 5/4 YELLOWISH BROWN CLAY ` UNIT WEIGHT: 138 . 0 #/CFT I i 3 HOLE # 4 LAB NO: 61242 LOCATION: 3806 CLARKE AVE. S/4 3 . 75" HMAC 6 . 50" SAND, ROCKS & GRAVEL 6. 25" BROWN SANDY CLAY W/ROCKS & GRAVEL 7. 50" REDDISH DARK BROWN SANDY CLAY ATTERBURG LIMITS : LL: 40 . 2 PL: 23 . 0 PI: 17 . 2 SHRKG: 11 . 0. MONSELL COLOR CHART: 10YR 5/2 GRAYISH BROWN CLAY UNIT WEIGHT: 144 . 0 #/CFT HOLE # 5 LAB NO: 61243 t LOCATION: 3732 CLARKE AVE. C/4 I 3 . 00" HMAC 6. 00" SAND, ROCKS & GRAVEL 71 6 . 50" BROWN SANDY CLAY W/ROCKS & GRAVEL 2 .50" DARK BROWN SANDY CLAY s 7. 50" REDDISH BROWN SANDY CLAY ATTERBURG LIMITS: LL: 35 . 2 PL: 20. 9 PI: 14. 3 SHRKG: 10 . 06 MUNSELL COLOR CHART: 10YR 6/4 LIGHT YELLOWISH BROWN SANDY CLAY UNIT WEIGHT: 138 . 0 #/CFT HOLE # 6 LAB NO: 61244 LOCATION: 3700 CLARKE AVE. N/4 3 . 5.0" HMAC 5. 75" SAND, ROCKS & GRAVEL 6 . 50" BROWN SANDY CLAY W/ROCKS & GRAVEL 6. 25" REDDISH BROWN SANDY CLAY W/ROCKS & GRAVEL ATTERBURG LIMITS: LL: PL: PI: SHRKG: . 06 MUNSELL COLOR CHART: 7 . 5YR 6/4 LIGHT BROWN SANDY CLAY 1r UNIT WEIGHT: 142 . 0 #/CFT HOLE # 7 LAB NO: 61245 LOCATION: 60'W. OFCAMP BOWIE @ CLARKE AVE. S/4 8 . 50" HMAC 5 . 00" SAND, ROCKS & GRAVEL 8 . 75" GRAYISH BROWN SANDY CLAY ATTERBURG LIMITS: LL: 51 . 1 PL: 27 . 0 PI: 24 . 1 SHRKG: 15. 0°6 MUNSELL COLOR CHART: 10YR 5/2 GRAYISH SH BROWN CLAY UNIT WEIGHT: N/A #/CFT APPROVAL: s RYAN JERI ROUTING DATE TESTED: 11-11-05 ABE CALDERON DATE REPORTED: 11-30-05 SUPERINTENDENT `TESTED BY: W.ODEN FILE I i r CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICSTY INDEX E Project : Montgomery DOE No- 4912 Fund Code: 01 s Contractor: N/A F E # 1 LAB NO: 69062 ATION: 50'N. of Camp Bowie @ Montgomery W/4 . 00" HMAC . 00" Yellowish brown sandy clay w/rocks & gravel 6 . 00" Rocks t ATTERBURG LIMITS: LL: 27 .7 PL: 16 . 1 PI: 11. 6 SHRKG: 7. 0%- MUNSELL COLOR CHART: 10 Yr. 7/3 Very pale brown sandy clay UNIT WEIGHT: N/A #/CFT HOLE ## 2 LAB NO: 69063 LOCATION: 1212 Dorothy St. W/4 ' 4 . 50" HMAC 3 . 75" Tan sandy clay W/rocks & gravel 4 . 00" Sandy Rocks & gravel, 13 . 00" Brown sandy clay ATTERBURG LIMITS: LL: 28 . 0 PL: 16 . 7 PI : 11. 3 SHRKG: 6 . 0°6 MUNSELL COLOR CHART: 10 Yr. 6/4 LIGHT Yellowish brown sandy clay UNIT WEIGHT: 146 . 0 #/CFT (4" HMAC) HOLE # 1 LAB NO: 69064 LOCATION: 30'N. of Mattison @ Haskell E/4 5 . 00" HMAC 3 . 00" SAND & GRAVEL 3 . 75" ROCK 12 . 00" BROWN SANDY CLAY W/ROCKS & light GRAVEL ATTERBURG LIMITS: LL: 31 . 1 PL: 18 . 0 PI: 13 . 1 SHRKG: 10 . 0°s MUNSELL COLOR CHART: 10 Yr. 5/3 Brown sandy clay UNIT WEIGHT: 146 . 0 #/CFT (4" HMAC) HOLE $# 2 LAB NO: 69065 LOCATION: 201S. Alley @ Haskell St. W/4 4 . 25" HMAC 3 . 75" Damaged 227 5 . 50" Tan sandy clay w/rocks & gravel + 12 . 00" Yellowish orangish brown sandy clay w/rocks & gravel & GRAVEL ATTERBURG LIMITS : LL: 23 . 3 PL: 14 . 2 PI; 9. 1 SHRKG: 6 . 0� MUNSELL COLOR CHART: 7 . 5 Yr. Pink Sandy clay r UNIT WEIGHT: 146. 0 #/CFT (4" HMAC) 1 2 i A HOLE # 1 LAB NO: 69066 LOCATION: 301N. of Mattison @ Belle Place E/4 6. 50" HMAC 2 . 25" Sand, rocks & gravel 13 . 50" Brown sandy clay w/light gravel ATTERBURG LIMITS: LL: 43 .4 PL: 17. 8 PI: 25 . 6 SHRKG: 14 . 00 MUNSELL COLOR CHART: 10 Yr. 6/2 Light brownish gray clay UNIT WEIGHT: N/A ##/CFT HOLE ## 2 LAB NO: 69067 LOCATION: Modlin @ Belle Pl. W/4 5. 50" HMAC 3 . 75" SAND, ROCKS & GRAVEL 5 . 50" Brown sandy clay w/rocks & gravel 13 . 25" Dark Brown Sandy clay w/ rocks & gravel ATTERBURG LIMITS: LL: 36 . 1 PL: 19. 9 PI: 16. 2 SHRKG: 11 . 09.- MUNSELL COLOR CHART: 10 Yr. 6/3 PALE BROWN CLAY UNIT WEIGHT: 146 . 0 4/CFT (4" HMAC) Approval : Ryan Jeri Routing Date tested: 05-16-06 _ Date Reported: 05--23-06 Martin Phillips : W. O Joseph Bergeron Tested by: den File F r