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Contract 33755
• r . r ZY DO PE I ECRETAR3�7 C" 'Y'� l C ONT A l- AVO. AND {OW A T DOCUMENTS '20{14 CIF RECONSTRUCTION WHITSON LANE FROM MEADOWBROOK DRIVE TO ACAPULCO ROAD DOE No. 2736 UNIT I. WATER REP)L.ACEM ENT AND SA N rrA RY SF-WER E TENSIO a Water Protect No. P264 541240 6051700061 83 Server Projed No. P274 541200 705170(0161 83 UNIT 11: llAV IN G 1 M PRO V EMENTS ALTE RNATES NO. 1 & N0. 2 Siruet 'k'rRlcc[-No. CZOQ 5412(10 2(1540 0006183 IN THE CITY OF FORT WORTU, TEXAS 2405 MIKE MONCRIEF CHARLES R. BOSWELL NtiAYOR C[rry NiANALG ER S. FRANK C'RIINT B, P.E E. —DIREC.'7 0It FORTWORTH WATER DEPARTMENT ROBERT D. GOODE, P.E. - DIRECTOR DEPARTNI4ENT OF TRA NS PO RTAT I ON ANF! PUBLIC WORKS A. DOUGLAS RADE MAKER, P.E. - DIRECTOR DEPARTMENT OF ENGINEERING i .f. TABLE OF CONTENTS I, Nolyce to Bidders 2. Special lnstructiuns to Bidders (Water Department) 3. Sp ial InstyucLions to BiMcm(`l"ransporlation, and Public Work3 Department) 4_ Part B — llyoposal Unit l: Water und Sanitary Suver Installation Unit It, Paving Improvements (Alternates No. l & No.2) 5. Minority and Women husiness Enterprises Spec;iTications fir. Part C—Gmml Conditions (Wator Department) 7. Part D— Special Conditions (W at" Department) S. Part UA—Sp-ecial Condi Iions (Water Departmem) 9. Special Provisions ('Transportation and Public Works Department) 10, Technical Specifications 11, Material spCeffications 12, certificate of Insurance 13. Contractor Compiiance With Worker"s Comp xsa.tion Lir 14, Equipment Sc:lmiuIe(Unit ll) 15. Expertemc Racord (Unit 10 16, Performance Bond 17. payment Bonet 18. Maintenance Mind 19. Contract M 1lguros FORT WOR.M. wwwXFWNetowto Print M&C COUNCIL ACTION: Approved on 7/11/2006 - Ordinance No. 17036-07-2006 DATE: 7/11/2006 REFERENCE NO.: **C-21549 LOG NAME: 30HITSON00061 CODE: C TYPE: CONSENT PUBLIC HEARING: NO SUBJECT: Adopt Appropriation Ordinance and Authorize Execution of Contract with McClendon Construction Company, Inc., for Pavement Reconstruction, Water Main Replacement and Sanitary Sewer Extension on Hitson Lane, from Acapulco Road to Meadowbrook Drive (Project No. 00061) RECOMMENDATION: It is recommended that the City Council 1. Authorize the transfer of$204,329.50 from the Water and Sewer Operating Fund to the Water Capital Projects Fund in the amount of$86,301.50 and Sewer Capital Projects Fund in the amount of$118,028.00; 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water Capital Projects Fund in the amount of$86,301.50 and the Sewer Capital Projects Fund in the amount of $118,028.00, from available funds; and 3. Authorize the City Manager to execute a contract with McClendon Construction Company, Inc., in the amount of$289,921.20 for Pavement Reconstruction, Water Main Replacement and Sanitary Sewer Extension on Hitson Lane, from Acapulco Road to Meadowbrook Drive. DISCUSSION: The 2004 Capital Improvement Program (CIP) includes funds for pavement reconstruction of Hitson Lane, from Acapulco Road to Meadowbrook Drive. Street improvements include reconstruction of the pavement and the construction of standard concrete curb and gutter and driveway approaches as indicated on the plans. The Water Department has determined that the existing water main should be replaced and a new sanitary sewer line should be constructed to serve this neighborhood prior to the street reconstruction. The project was advertised for bid on February 9 and 16, 2006. On April 6, 2006, the following bids were received: Bidders Alternate "A" Alternate "B" (Concrete As halt McClendon Construction Co., Inc. $289,921.20 No Bid Stabile & Winn, Inc. $313,969.52 No Bid PAEE Engineering Co. $365,67620 $343,701.00 Jackson Construction, Ltd. $375,773.00 No Bid Time of Completion: 80 Working Days. Bids were received on two alternates: . Alternate "A" consists of a 6-inch concrete pavement over 6-inch lime stabilized subgrade with 7-inch concrete curb. . Alternate "B" consists of a 6-inch hot mix asphalt concrete (HMAC) pavement over 8-inch lime stabilized subgrade with 7-inch concrete curb and 18-inch gutter. After reviewing all bid proposals, staff recommends Alternate "A" (Concrete) for construction. Funding in the amount of$51,502.00 is included for associated water and sewer construction survey, material testing, inspection and project management (water$22.224.00 and sewer$29,278.00 ). The contingency funds to cover change orders total $11,825.00 (water$5,825.00 and sewer$6,000.00 ). Funding in the amount of$22,646.00 is required for associated paving and drainage construction survey, project management, pre-construction, material testing, inspection and project close out. The contingency fund for possible change orders for paving and drainage improvements is $7,445.00. M/WBE — McClendon Construction Company, Inc., is in compliance with the City's MIWBE Ordinance by committing to 49% M/WBE participation. The City's goal on this project is 26%. This project is located in COUNCIL DISTRICT 5, Mapsco 80G. FISCAL INFORMATIONICERTIFICATION: 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/Account/Centers FROM Fund/Account/Centers 1&2)P264 472045 6051700061ZZ $86,301.,50 1)PE45 538070_0609020 $86,301.50 1&2)P274_472045 7051700061ZZ $118,028.00 1)PE45 538070 0709020 $118,028.00 2)P264 531350 605170006131 $1,095.00 3)P264 541200 605170006183 $58,252.50 2)P264 531350 60517000613219 390.00 3)P274 541200 705170006183 $82.750.00 2)P264 531350 605170006133 $2,815.00 3)C200 541200 205400006183 $148,918.70 2)P264 533040 605170006133 $150.00 2)P264 531350 605170006151 $2,816.00 2)P264._531350 605170006152 $1,512.00 2)P264 531350 605170006160 $108.00 2)P264 531350 605170006180 $87.00 2)P264 533010 605170006181 W. 2)P264, 531350 605170006182 $58.00 2)P264 541200 605170006183 $64,077.50 2)P264 531350 605170006184 $582.00 2)P264 531350 605170006185 $3,495,00 2)P264 531350 6051700061,91 $58,00 2)P274 531350 705170006131 $1,706.00 2)P274 531350.705170006132 $8,813.00 2)P274 531350 705170006133 $5,168.00 2)P274 533040 705170006133 $150.00 Zj1'274 531350 705170006151 $3,640.00 2)P274 531350 705170006152 $2,730.00 2)P274 531350 705170006160 $291.00 2)P274 531350 705170006180 $137.00 2)P274 533010 705170006181 91.00 2)P274 531350 705170006182 $91.00 2)P274 541200 705170006183 $88.750.00 2 P274 531350 705170006184 $910.00 2)P274 531350 705170006185 $5,460.00 2)P274 531350 705170006191 $91.00 Submitted for City Manager's Office by.- Marc Ott (6122) Originating Department Head: A. Douglas Rademaker (6157) Additional Information Contact: A. Douglas Rademaker (6157) ATTACHMENTS 301-litson00061 2.doc E CITY OF FORT WORTH DEPARTMENT OF ENGINEERING ENGINEERING SERVICES DIVISION ADDENDUM NO. 1 2004 CIP Street Reconstruction,Water and Sewer Replacement for Hitson.Lane, from Acapulco Road to Meadowbrook Drive Project No. 00061 DOE No. 2736 RELEASE DATE: February 28, 2006 BIDS RECEIVED: March 9, 2006 INFORMATION TO BIDDERS: The Plans, Specifications and Contract Documents for the above mentioned project are revised and amended as follows: 1. In the NOTICE TO BIDDERS, revise the bid opening date to Thursday, March 23, 2006. 2. In the SPECIAL -INSTRUCTIONS TO BIDDERS, Water Department (Item 4) and Transportation and Public Works Department(Item 6)Wage Rates, add requirements on Compliance with and Enforcement of Prevailing Wage Rate Laws (attached). 4 G 3. In the SPECIAL INSTRUCTIONS TO BIDDERS, Water Department (Item 13) and Transportation and Public Works Department (Item 20), add requirements on Conflict of Interest Disclosure Requirement(attached). Please acknowledge receipt of the Addendum in the bid proposal and on the outside of the sealed envelope. t a s RECEIPT ACKNOWLEDGED: A. DOUGLAS RADEMAKER, P.E. DIRECTOR,DEPARTMENT OF ENGINEERING Dena lolrfi"son, P.E. Manager, Capital Improvement Program i E 1 f } Frv;la-, .;.•rz<.r6rs. rs-�.> -•r--..�y,^..:r,-=, , .,- er• • .-.-. -,. .. - - .. .-,,,..,., ,,....•,._. ..__..._.- -- -- --- MAR-22-- 006 WED 02:08'M MY F-W ENGINEERING FAX N0. 817 871 7854 P. 02 CITY OF FORT WORTH � I t i DEPARTMENT OF ENGINEERTNG ENGINEERING SERVICES DIVISION ADDENDUM 1�1 0'2 $; f 2004 CIP. Street reconstruction; Water arid.Sewer Replacement for I-Iitson Lane from Acapulco Road to Meadowbrook Drive Project No. 00061 DOE No. 2736 a RELEASE DATE: March 22, 2006 BIDS TO BE RECEI'V'ED: March 23,' 2006 INFORMATION TO BIDDERS: The Plans. Specifications and Contract Documents for the above--referenced pi ojeet are revised and amended as follows: X. Tb a hid-opening date has been postponed from Thursday March 23. 2006 to T1 ursday March 30,2006. - j All other provisions of the Plans, Specifications and Contract Documents for tie project which are not expressly amended herein shall remain in full "(force and effect. Please acts nowledge receipt of the Addendum in the bid proposal and on the oi.itside of the sealed envelopes, RECEIPT ACKNOWLEDGED: A. DOUGLAS RADEMAKER, P.E. DIRECTOR, DEPARTMENT OF ENOI NEERINO 7 y: Dc,na Johnson, P.E. Manager, Capital Improvement Program i t MAR -29- 2006 DIED 08-'01 AM CITY. EM. ENGINEERING FAX NO, 817 871 7854 P. 01- CITY OF FORT'WORTH DEPARTMENT OF ENGINEERING :',G, s :_; ENGINEERIN4 SERVICES DIVISION L . s: E ° ADDENDUM NO,3 2004:CIP Street reconstruction;Water and Sewer Replacement for :`Iitson Lane from Acapulco Road to Meadowbrook Drive Project No. 00061 DOE Na;2736 RELEA SE DATE: March 28; 2006 i BIDS TO BE RECEIVED: March 30, 2006 INFOR WA'TION TO BIDDERS: t The Plans, Specifications and'Contract Documents for the above-referenced project are revised ind amended as follows: 1. The bid-opening date has been postponed from Thursday March.S0. 2006 to Thursd ay April(,2006, ' 2. SW3P Plans will he available for viewing Wednesday March 29,2 M at the C ity of Fort Worth Deportment of Fngineeriing, 1000 Throekmori on, Fort V forth, Texas 76102. t All other provisions of the Plans, Speci Fications and Contract Documents for I he prof ect which art-not expressly amended herein shall remain in full force and effect. a Please ac:cnowledl;e receipt of the Addendum in th©bid proposal and on the o'atside of the sealed envelope. i ' RECEIPT ACKNOWLEDGED. A. DOUGLAS RADEMAKER, P.E. DIRECTOR, DFPARTMENT OF ENGI:1 EKING By: f Y]e Son, P.E. m a. Manager, Capital Improvement Program k i j I NOTICE TO BIDDERS Sealed proposals for the following: 2004 CIP—RECONSTRUCTION OF HITSON LANE FROM MEADOWBROOK DRIVE TO ACAPULCO ROAD UNIT I: WATER REPLACEMENT AND SANITARY SEWER EXTENSION Water Project No.P264 541200 6051700061 83 Sewer Project No.P274 541200 7051700061 83 UNIT II: PAVING IMPROVEMENTS Street Project No.C200 541200 2054000061 83 DOE No.2736 k Addressed to Mr. Charles R. Boswell, City Manager of the City of Fort Worth, Texas will be received at the Purchasing Office until 1:30 PM, Thursday, March 9, 2006 and then publicly f opened and read aloud at 2:00 PM in the Council Chambers. Plans, Specifications and Contract Documents for this project may be obtained at the Office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. Sets of documents may be purchased for a non-refundable price of thirty dollars ($30.00). Bid security is required in accordance with the Special Instruction to Bidders. Scope of Work: Unit I consists of the following work: r r WATER IMPROVEMENTS 760 L.F. 8-Inch Water Main Replacement SEWER IMPROVEMENTS 1,520 L.F. 8-Inch Sanitary Sewer Main Extension. Unit H consists of the following work: ALTERNATE No.I Concrete Paving 3,042 S.Y. 6-Inch Reinforced Concrete Pavement 3,160 S.Y. 6-Inch Lime Stabilized Sub-grade k 48 Tons Lime 1,488 L.F. 7-Inch Concrete Curb ALTERNATE No.2 Hot-Mix Asphalt Pavement 2,664 S.Y. 6-Inch HMAC Pavement 3,132 S.Y. 8-Inch Lime Stabilized Sub-grade 63 Tons Lime 1,488 L.F. 7-Inch Curb& 18-Inch Gutter Submission of Bids: Bids must be submitted for both units of work to be considered for award. The total low bid of the overall package (Unit I + Unit II Alternate No. 1 or Unit I + Unit 1I AIternate No. 2) will be the apparent successful bidder. Pre-qualification Requirements for Water Department Work: The water and/or sanitary sewer improvements must be performed by a contractor who is pre- qualified by the Water Department at the time of bid opening. A general contractor who is not pre- qualified by the Water Department, must employ the services of a sub-contractor who is pre- qualified. The procedure for pre-qualification is outlined in the "Special Instructions to Bidders (Water Department)". Bidders shall, if applicable, identify on the last page of the proposal section, the pre-qualified sub- contractor who shall install the water and/or sanitary sewer facilities. Failure to list a sub-contractor who is pre-qualified by the Water Department shall result in the rejection of the bid as non-responsive. The City reserves the right to reject any and/or all bids and waive any and/or all irregularities. No bid may be withdrawn until the expiration of ninety (90) days from the date the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate is received by the City. The award of contract, if made, will be within ninety(90) days after this documentation is received, but in no case will the award be made until the responsibility of the bidder to whom it is proposed to award the contract has been verified. Bidders are responsible for obtaining all Addenda to the contract documents and acknowledging receipt of the Addenda by initialing the appropriate spaces on the PROPOSAL form. Bids that do not acknowledge receipt of all Addenda may be rejected as being non-responsive. Information regarding the status of Addenda may be obtained by contacting the Department of Engineering at 817-392-7910. Bidders shall not separate, detach or remove any portion, segment or sheets from the contract document at any time. Bidders must complete the proposal section(s) and submit the complete book or face rejection of the bid as non-responsive. It is recommended that the bidder make a copy of the forms included in the Minority and Women Business Enterprise section for submittal within the time line stated below or the bidder may request a copy of said forms from the City Project Manager named in this solicitation. In accord with City of Fort Worth Ordinance No. 15530, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. In addition, the bidder shall submit the MBE/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The documentation must be received no later than 5:00 PM, five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall render the bid non-responsive. 'r k For additional information,contact Richard Argomaniz at(817)392-5653. l s CHARLES R.BOSWELL MARTY HENDRIX r CITY MANAGER CITY SECRETARY A. Douglas Rademaker,P.E. } Director,Department of Engineering BY - Dena Jo,hnson, P.E. w Program Manager Advertising Dales: February 9,2006 February 16,2006 r t s SPECIAL INSTRUCTIONS TO BIDDERS (FORT WORTH WATER DEPARTMENT) 1) PREQUALIFICATION REQUIREMENTS: The work performed required under Unit I must be performed by a contractor who has been pre- qualified by the Water Department. In the event a general contractor submitting the lowest responsible bid is not a pre-qualified utility contractor, the contractor performing the Water Department work for the general contractor is required to be pre-qualified. The following steps are required in order to be pre-qualified for performance of this work. All contractors submitting bids are required to be pre-qualified by the Fort Worth Water Department prior to submitting bids. This pre-qualification process will establish a bid limit based on a technical evaluation and financial analysis of the contractor. It is the bidder's responsibility to submit the following documentation: a current financial statement, an acceptable experience record, an acceptable equipment schedule and any other documents the Department may deem necessary, to the Director of the Water Department at least seven (7) calendar days prior to the date of the opening of bids. a) The financial statement required shall have been prepared by an independent certified public accountant or an independent public accountant holding a valid permit issued by an appropriate State licensing agency and shall have been so prepared as to reflect the financial status to the submitting company. This statement must be current and not more than one (1) year old. In the case that a bidding date falls within the time a new statement is being prepared, the previous statement shall be updated by proper verification. b) For an experience record to be considered to be acceptable for a given project, it must reflect the experience of the firm seeking qualification in work of both the same nature and technical level as that of the project for which bids are to be received. c) The Director of the Water Department shall be the sole judge as to the acceptability for financial qualification to bid on any Fort Worth Water Department project. d) Bids received in excess of the bid limit shall be considered non-responsive and will be rejected as such. e) The City, in its sole discretion, may reject any bid for failure to demonstrate experience and/or expertise. f) Any proposals submitted by a non pre-qualified 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 pre-qualification. 2. BID SECURITY: A cashier's check, or an acceptable bidder's bond,payable to the City of Fort Worth, in an amount of not less than five (5%)percent of the Iargest possible total of the 06/04/03 1 E bid submitted must accompany the bid, and is subject to forfeiture in the event the successful bidder fails to execute the Contract Documents within ten (10) days after the contract has been awarded. To be an acceptable surety on the bid bond, the surety must be authorized to do business in the state of Texas. In addition, the surety must (1) hold a certificate of authority from the United States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law; or (2) have obtained reinsurance for any liability in excess of$100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority from the United 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. F 3, BONDS: A performance bond, a payment bond, and a maintenance bond each for one hundred (100%)percent of the contract price will be required,Reference C 3-3.7. 4. WAGE RATES: Section C3-3.13 of the General Conditions is deleted and replaced with the following: (a) The contractor shall comply with all requirements of Chapter 2258, Texas Government Code, including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258, Texas Government Code. Such prevailing wage rates are included in these contract documents. (b) The contractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the contractor in the construction of the work provided for in this contract; and (ii) the actual per diem wages paid to each worker. These records shall be open at all reasonable hours for inspection by the City. The provisions of D-3 Right to Audit pertain to this inspection. r (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 4 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 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 6019, 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 06/04/03 2 bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder to obtain a comparable contract in the state in which the nonresident's principal place of business in located. "Nonresident bidder" means a bidder whose principal place of business is not in this state, but excludes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. This provision does not apply if this contract involves federal funds. The appropriate blanks of the Proposal must be filled out by all nonresident bidders in order for the bid to meet specifications. The failure of a nonresident contractor to do so will automatically disqualify that bidder. S_ PAYMENT: If the bid amount is $25,000.00 or less, the contract amount shall be paid within forty-five(45)calendar days after completion and acceptance by the City. 9. AGE: In accordance with the policy ("Policy") of the Executive Branch of the Federal Government, Contractor covenants that neither it nor any of its officers, members, agents employees, program participants or subcontractors, while engaged in performing this contract, shall, in connection with the employment, advancement or discharge of employees or in connection with the terms, conditions or privileges of their employment, discriminate against persons because of their age except on the bases of a bona fide occupational qualification,retirement plan or statutory requirement. Contractor further covenants that neither it nor its officers, members, agents, employees, subcontractors, program participants, or persons acting on their behalf, shall specify, in solicitations or advertisements for employees to work on this contract, a maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification,retirement plan or statutory requirements. Contractor warrants it will fully comply with the policy and will defend, indemnify and hold City 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. DISABILITY: In accordance with the provisions of the Americans With Disabilities Act of 1990 ("ADA"), Contractor warrants that it and any and all of its subcontractors will not unlawfully discriminate on the basis of disability in the provision of services to the general public, nor in the availability, terns and/or conditions of employment for applicants for 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. 06/04/03 3 1 I 11. MINORITY AND WOMEN BUSINESS ENTERPRISES: In accord with City of Fort Worth Ordinance No. 15530, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary.The bidder shall submit the MBE/WBE UTILIZATION FORM, SUBCONTRACTOR/SUPPLIER UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("with Documentation") and/or the JOINT VENTURE FORM as appropriate. The Documentation must be received by the managing department no later than 5:00 p.m., five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall render the bid non-responsive. Upon request, Contractor agrees to provide the Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and/or women business enterprise (WBE) on the contract and payment thereof. Contractor further agrees to permit any audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate Federal, State or local laws or ordinances relating to false statements. Further, any such misrepresentation of facts (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not Iess than three(3)years. 12. FINAL PAYMENT,ACCEPTANCE AND WARRANTY: 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. f e. Bills Paid Affidavit and Consent of Surety shall be required prior to final payment becoming due and payable- f. In the event that the Bills Paid Affidavit and Consent of Surety have been delivered to the city and there is a dispute regarding (i) final quantities, or (ii) liquidated damages, city shall make a progress payment in the amount that city deems due and payable. g. In the event of a dispute regarding either final quantities or liquidated damages, the parties shall attempt to resolve the differences within 30 calendar days. I 06/04/03 4 Of SiCIIN U SPECIAL INSTRUCTION TO BIDDERS (TRANSPORTATION AND PUBLIC WORKS) 1. BID SECURITY: Cashier's check or an acceptable bidder's bond payable to the City of Fort Worth, in an amount of not less than five (5%)per cent of the total of the bid submitted must accompany the bid, and is subject to forfeit in-the event the successful bidder fails to execute the contract documents within ten(10) days after the contract has been awarded. To be an acceptable surety on the bid bond, the surety must be authorized to do business in the state of Texas. In addition, the surety must (1) hold a certificate of authority from the United States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law; or (2) have obtained reinsurance for any liability in excess of $100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority from the United 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 up©n request. The City, in its sole discretion,will determine the adequacy of the proof required herein. 2. PAYMENT PERFORMANCE AND MAINTENANCE BONDS: The successful bidder entering into a contract for the work will be required to give the City surety in a sum equal to the amount of the contract awarded. In this connection, the successful bidder shall be required to furnish a performance bond and a payment bond, both in a sum equal to the amount of the contract awarded. The form of the bond shall be as herein provided and the surety shall be acceptable to the City. All bonds furnished hereunder shall meet the requirements of Chapter 2253,Texas Government Code. In order for a surety to be acceptable to the City, the surety must (1) hold a certificate of authority from the United States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law; or (2) have obtained reinsurance for any liability in excess of$100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority from the United 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. The City will accept no sureties who are in default or delinquent on any bonds or who have an interest in any litigation against the City. Should any surety on the contract be determined unsatisfactory at any time by the City,notice will be given to the contractor to that effect and the contractor shall immediately provide a new surety satisfactory to the City. If the contract amount is in excess of$25,000, a Payment Bond shall be executed, in the amount of the contract, solely for the protection of all claimants supplying Iabor and materials in the prosecution of the work. If the contract amount is in excess of$100,000, a Performance Bond shall be executed, in the amount of the contract conditioned on the faithful performance of the work in accordance with the plans, specifications, and contract documents. Said bond shall solely be for the protection of the City of Fort Worth. a 10127/04 1 4 i F k All contracts shall require a Maintenance Bond in the amount of one hundred percent (100%) of the original contract amount to guarantee the work for a period of two (2) years after the date of acceptance of the project from defects in workmanship and/or material. i - 3. LIOUDATED DAMAGES: The Contractor's attention is called to Part 1, Item 8, paragraph 8.6, of the "General Provisions"of the Standard Specifications for Construction of the City of Fort Worth, Texas, concerning liquidated damages for Iate completion of projects. 4. AMBIGUITY: In 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. C 5. EMPLOYMENT: All bidders will be required to comply with City Ordinance No. 7278 as amended by City Ordinance No. 7400 (Fort Worth City Code Section 13-A-21 through 13-a- 29)prohibiting discrimination in employment practices. t 6. WAGE RATES: Section 8.8 of the Standard Specifications for Street and Storm Drain Construction is deleted and replaced with the following: (a) The contractor shall comply with all requirements of Chapter 2258, Texas Government Code, including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258, Texas Government Code. Such prevailing wage rates are included in these contract documents. (b) The contractor shall,for a period of three (3)years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the contractor in the construction of the work provided for in this contract; and (ii) the actual per diem wages paid to each worker. These records shall be open at all reasonable hours for inspection by the City. The provisions of the special provision titled "Right to Audit"pertain to this inspection. (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. t (d) With each partial payment estimate or payroll period, whichever is less, an affidavit stating that the contractor has complied with the requirements of Chapter 2258, Texas j Government Code. (e) The contractor shall post the prevailing wage rates in a conspicuous place at the site of the project at all times: 3 Section 8.9 of the Standard Specifications for Street and Storm Drain Construction is hereby deleted. 10/27/04 2 7. FINANCIAL STATEMENT: A current certified financial statement may be required by the Department of Engineering if required for use by the CITY OF FORT WORTH in determining the successful bidder. This statement, if required, is to be prepared by an independent Public Accountant holding a valid permit issued by an appropriate State Licensing Agency_ 8. INSURANCE: Within ten (10) days of receipt of notice of award of contract,the Contractor must provide, along with executed contract documents and appropriate bonds, proof of insurance for Worker's Compensation and Comprehensive General Liability (Bodily Injury- $500,000 each person, $1,000,000 each occurrence ($2,000,000 aggregate limit); Property Damage - $250,000 each occurrence). The City reserves the right to request any other insurance coverage as may be required by each individual project. 9. ADDITIONAL INSURANCE REQUIREMENTS: a. The City, its officers, employees and servants shall be endorsed as an additional insured on Contractor's insurance policies excepting employees-liability insurance coverage under Contractor's workers'compensation insurance policy. b. Certificates of insurance shall be delivered to the City of Fort Worth, contract administrator in the respective department as specified in the bid documents, 1000 Throckmorton Street, Fort Worth, TX 76102, prior to commencement of work on the contracted project. c. Any failure on part of the City to request required insurance documentation shall not constitute a waiver of the insurance requirements specified herein. d. Each insurance policy shall be endorsed to provide the City a minimum thirty days notice of cancellation,non-renewal, and/or material change in policy teens or coverage. A ten days notice shall be acceptable in the event of non-payment of premium. e. Insurers must be authorized to do business in the State of Texas and have a current A.M. Best rating of A: VII or equivalent measure of financial strength and solvency. £ Deductible limits, or self-funded retention limits, on each policy must not exceed $10,000.00 per occurrence unless otherwise approved by the City. g. Other than worker's compensation insurance, in lieu of traditional insurance, City may consider alternative coverage or risk treatment measures through insurance pools or risk retention groups. The City must approve in writing any alternative coverage. h. Workers' compensation insurance policy(s) covering employees employed on the project shall be endorsed with a waiver of subrogation providing rights of recovery in favor of the City. i. City shall not be responsible for the direct payment of insurance premium costs for contractor's insurance. j. Contractor's insurance policies shall each be endorsed to provide that such insurance is primary protection and any self-funded or commercial coverage maintained by City shall not be called upon to contribute to loss recovery. 10/27/04 3 k. In the course of the project, Contractor shall report, in a timely manner, to City's officially designated contract administrator any known loss occurrence which could give rise to a liability claim or lawsuit or which could result in a property loss. Contractor's liability shall not be limited to the specified amounts of insurance required herein. m. Upon the request of City, Contractor shall provide complete copies of all insurance policies required by these contract documents. 10. NONRESIDENT BIDDERS: Pursuant to Article 601g, Texas Revised Civil Statutes, the City of Fort Worth will not award this contract to a non resident 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 is located. "Nonresident bidder" means a bidder whose principal place of business is not in this state, but excludes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. "Texas resident bidder"means a bidder whose principal place of business is in this state, and includes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. This provision does not apply if this contract involves federal funds. The appropriate blanks of the Proposal must be filled out by all non resident bidders in order for its bid to meet specifications. The failure of a nonresident contractor to do so will automatically disqualify that bidder. 11. MINORITY AND WOMEN BUSINESS ENTERPRISES: In accordance with City of Fort Worth Ordinance No. 15530,the City of Fort Worth has goals for the participation of R minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The bidder shall submit the MBE/WBE UTILIZATION FORM SUBCONTRACTOR/SUPPLIER UTILIZATION FORM , PRIME CONTRACTOR WAIVER FORM, and/or the GOOD FAITH EFFORT t FORM ("with Documentation") and/or the JOINT VENTURE FORM as appropriate. The Documentation must be received by the managing department no later than 5:00 p.m., five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall render the bid non-responsive. Upon request, Contractor agrees to provide the Owner complete and accurate information regarding actual work performed by a minority business enterprise (MBE) and/or women business enterprise (WBE)on the contract and payment thereof. Contractor further agrees to 10/27/04 4 permit any audit and/or examination of any books, records or hies in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate Federal, State or local laws or ordinances relating to false statements. Further, any such misrepresentation 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 that three (3)years. 12• AWARD OF CONTRACT: Contract will be awarded to the lowest responsive bidder. The City reserves the right to reject any and/or all bids and waive any and/or all irregularities. No bid may be withdrawn until the expiration of ninety (90) days from the date the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM, GOOD FAITH EFFORT FORM, and/or the JOINT VENTURE FORM ("Documentation") as appropriate is received by the City. The award of contract, if made, will be within ninety (90) days after this documentation is received, but in no case will the award be made until all the responsibility of the bidder to whom it is proposed to award the contract has been verified. 13. PAYMENT: The Contractor will receive full payment (minus retainage) from the City for all work for each pay period. Payment of the remaining amount shall be made with the final payment, and upon acceptance of the project. 14. ADDENDA: Bidders are responsible for obtaining all addenda to the contract documents prior to the bid receipt time and acknowledging them at the time of bid receipt. Information regarding the status of addenda may be obtained by contacting the Plans Desk of the Department of Engineering Construction Division at (817) 392-7910. Bids that so not acknowledge all applicable addenda may be rejected as non-res onsive. 15. CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW: A. Workers Compensation Insurance Coverage a.Definitions: Certificate of coverage ("certificate"). A copy of a certificate of insurance, a certificate of authority to self-insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory worker's compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. Duration of the project-includes the time from the beginning of the work on the project until the contractor's/person's work on the project has been completed and accepted by the governmental entity. Persons providing services on the project ("subcontractor" in §406.096)-includes all persons or entities performing all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner-operators, employees of any such entity, or 10/27/04 5 4 1 employees of any entity that furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or toner 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 provided coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, 4 which meets the statutory requirements of Texas Labor Code, Section 401.011 (44) or all employees of the contractor providing services on the project, for the duration of the project. F c. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. d. If the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project, the contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. e. The contractor shall obtain from each person providing services on a project,and provide to the governmental entity: r (1) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (2) no later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. 1 f. The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter f g. The contractor shall notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project. h. The contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Worker's Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of i coverage. f I. The contractor shall contractually require each person with whom it contracts to provide services on a project, to: (1) provide coverage, based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements, which meets the 10/27/04 6 statutory requirements of Texas labor Code, Section 401.011 (44) for all of its employees providing services on the project, for the duration of the project; (2) provide to the contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (3) provide the contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage,if the coverage period shown on the current certificate of coverage ends during the duration of the project; (4) obtain from each other person with whom it contracts, and provide to the contractor: (a) a certificate of coverage, prior to the other person beginning work on the project; and (b) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current 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 wiring by certified mail or personal delivery, within ten (10) days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (7) contractually require each person with whom it contracts, to perform as required by paragraphs (1) - (7), with the certificates of coverage to be provided to the person for whom they are providing services. j. By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is representing to the governmental entity that all employees of the contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self insured, with the commission's Division of Self-Insurance Regulation. Providing false or misleading information may subject the contractor to administrative, criminal, civil penalties or other civil actions. k. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. 10/27/04 7 ti J 1 ' B. The contractor shall post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Compensation Commission rules. This notice must be printed with a title in at least 30-point bold type and text in at least 19-point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text,without any additional words or changes: F "REQUIRED WORKER'S COMPENSATION COVERAGE" t The law requires that each person working on this site or providing services related to this construction project must be covered by worker" compensation insurance. This includes persons providing, hauling or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their G employer or status as an employee". i Call the Texas Worker's Compensation Commission at 51.2-440-3789 to receive information r on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage". 16. NON-DISCRIMINATION: The contractor shall not discriminate against any person or f persons because of sex, race, religion, color, or national origin and shall comply with the provisions of City Ordinance 7278, as amended by City Ordinance 7400 (Fort Worth City Code Sections 13A-21 through 13A-29),prohibiting discrimination in employment practices. 17. AGE DISCRIMINATION: In accordance with the policy ("Policy") of the Executive I Branch of the federal government, contractor covenants that neither it nor any of its officers, members, agents, or employees, 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 person because of their age except on the basis of a bona fide occupational qualification,retirement plan or statutory requirement. Contractor further covenants that neither it nor its officers, members, agents, or employees, or person acting on their behalf, shall specify, in solicitations or advertisements for i 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 requirement. s Contractor warrants it will fully comply with the Policy and will defend, indemnify and hold City harmless against any and all claims or allegations asserted by third parties against City arising out of Contractor's alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this Contract. 18. DISCRIMINATION DUE TO DISABILITY: In accordance with the provisions of the Americans with Disabilities Act of 1990 ("ADA"), Contractor warrants that it will not unlawfully discriminate on the basis of disability in the provision of services to the general public, nor in the availability, terms and/or conditions of employment for applicants for employment with, or current employees of Contractor. Contractor warrants it will fully 10/27/04 8 c comply with RDA'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 against City arising out of Contractor's alleged failure to comply with the above-referenced laws concerning disability discrimination in the performance of this Contract. 19. PROGRESS PAYMENTS, FINAL PAYMENT,,, PROJECT ACCEPTANCE AND WARRANTY: 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. 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. 10/27/04 9 k City of Fort Worth Highway(Heavy) Construction Prevailing Wage Rates For 2006- Classifications Hourly Rates IClassifications Hrly Rts Air Tool Operator $10.06 Scraper Operator $11.42 Asphalt Raker $11.01 Servicer $12.32 Asphalt Shoveler $8.80 Slip Form Machine O erator $12.33 As halt Distributor Operator $13.99 Spreader Box Operator $10.92 Asphalt Paving Machine Operator $12.78 Tractor operator, Crawler Type $12.60 Batching Plant Weigher $14.15 Tractor operator, Pneumatic $12.91 Broom or Sweeper Operator $9.88 Traveling Mixer Operator $12.03 G Bulldozer operator $13.22 Truck Driver-Single Axle Li ht $10.91 Carpenter Rough $12.80 Truck Driver-Single Axle(Heavy) $11.47 Concrete Finisher-Paving $12.85 Truck Driver-Tandem Axle Semi-Trailer $11.75 Concrete Finisher-Structures $13.27 Truck Driver-Lowboy/Float $14.93 t Concrete Paving Curbing Mach. Oper. $12.00 Truck Driver-Transit Mix $12.08 f Wagon Drill, Boring Machine, Post Holo Concrete Paving Finishing Mach. Oper. $13.63 Driller $14.00' Concrete Paving Joint Sealer Oper. $12.50 Welder $13.57 Concrete Paving Saw O er. $13.56 Work Zone Barricade Servicer $10.09 Concrete Paving Spreader Oper. $14.50 Concrete Rubber $10.61 i Crane,Clamshell, Backhoe, Derrick, i Dragline,Shovel $14.12 Electrician $18.12 Flagger $8.43 S Form Builder-Structures $11.63 Form Setter-Paving&Curbs $11.83 Foundation Drill Operator, Crawler Mounted $13.67 Foundation Drill Operator, Truck Mounted $16.30 ' Front End Loader $12.62 Laborer-Common $9.18 Laborer- Utility $10.65 i Mechanic $16.97 t Milling Machine Operator, Fine Grade $11.83 Mixer Operator $11.58 Motor Grader Operator Fine Grade $15.20 Motor Grader Operator, Rough Oiler $14.50 Painter,Structures $13.17 Pavement Marking Machine Oper. $10.04 Pi a Layer $11.04 Roller, Steel Wheel Plant-Mix Pavements $11.28 Roller, Steel Wheel Other Flatwheel or Tamping $10.92 Roller, Pneumatic, Self-Propelled Scraper $11.07 Reinforcing Steel Setter(Paving) $14.86 Reinforcing Steel Setter Structure $16.29 Source is AGC of Texas (Hwy, Hvy, Utilities Industrial Branch) www.access.gpogov/davisbacon/ 1/23/2006 f PROPOSAL This proposal must not be removed from this book of Contract Documents. i TO: Charles R. Boswell Fort Worth,Texas City Manager Fort Worth,Texas FOR: RECONSTRUCTION OF HITSON LANE FROM MEADOWBROOK DRIVE TO ACAPULCO ROAD UNIT I:WATER AND SEWER REPLACEMENTS Water Project No. P264 541200 6051700061 83 Sewer Project No.P274 541200 7051700061 83 UNIT II: PAVING AND DRAINAGE IMPROVEMENTS Street Project No.C200 541200 2054000061 83 DOE No.2736 I Pursuant to the foregoing 'Notice to Bidders', the undersigned Bidder, having thoroughly examined 1 the Contract Documents, including plans,special contract documents,the General Contract Documents and General Specifications for Water Department Projects, Standard Specifications for the Street and Storm Drain Construction-City of Fort Worth, and Standard Specifications of Public Works Construction-North Central Texas,the site of the project and understanding the amount of work to be done,and the prevailing conditions,hereby proposes to do all the work, furnish all labor, equipment and material except as specified to be furnished by the City, which is necessary to fully complete the work as provided in the Plans and Contract Documents and subject to the inspection and approval of the Director of the Department of Engineering of the City of Fort Worth,Texas; and binds himself upon acceptance of this Proposal to execute a contract and furnish an approved Performance Bond,Payment Bond, Maintenance Bond, and such other bonds, if any, as may be required by the Contract Documents for the performing and completing of the said work. Contractor proposes to do the work within the time stated and for the following sums: i UD WOMB NJ YEX. UNIT IA: WATER LINE REPLACEMENTS ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT (Furnish and install, including all appurtenant work,complete in place, the following items) (D-No. refers to related items in the Part D Special Conditions:) 1. 20 L.F. 6-Inch Water Pipe Per Linear Foot: Dollars O,a o0 ander p Cents $ v__ $ 6� 2, 760 L.F. 8-Inch Water Pipe Pe-r�Liinear Foot: / w)" Dollars o� and Cents $ 3 z $ Z 3. 2 EA. 6-Inch Gate Valve w/Cast Iron Box and Lid, D-52; Per Each: S'x Dollars and Cents $ IpOD $ 4. 1 EA. 8-Inch Gate Valve w/Cast Iron Box and Lid, D-52; Per Each, ,Q t 4 V"(-� DollarsD D9 JOE- ando Cents $ �/ $ f C> 5. 1 EA. 12"X 8"Tapping Sleeve and Valve w/Cast Iron Box and Lid D-52;Per Each Tyw Hta►-6&Ai/�t ll A &KkA`e�4 Dollars aRL 610 and &- Cents $ Z?,Of) $ 2 U0 6. 0.5 Tons Cast Iron/Ductile Iron Fittings, D.-52; Per T : / k� vk�sti�C Dollars06,. 1 D and Cents $ � $ i P-2 1 a F F 7. 2 EA. Standard Fire Hydrant, T-6" Bim Depth; Ver Each: 6/L Dollars oa and o Cents S. 2 L.F. Fire Hydrant Bbl. Extension; Per Linear Foot: Dollars and o Cents $ ST $ 9. 1 EA, Remove Existing Fire Hydrant, D-29; Per Each: Z"' Gtr .i:. Dollars d O and Cents $ ?tea $ ?Bo 10. 7 EA. 1-Inch Service Taps to Main, D-52; Per Each: TW 3 �Pvftoe�W Dollars CO o?� and /f/� Cents $ ZOO $ /yOd 11. 265 L.F. Install 1-Inch Copper Service From Main to Five(5)Feet Behind the Meter,D-52; Per Linear Foot: `. Dollars _ 0 5'O and Cents $ -7 12. 1 EA. Relocate 1-Inch Service Meter and Meter Boxes,D-52;Per Each: �W4,WvUl 41Dollars pp4>10 Cents $ l Sd $ l 13. 7 EA. Furnish and Set Class W, `B' & `C' Meter Boxes, D-52; Per Each: At- Dollars and Cents 14. 1 L.S. Furnish and Lay 2-Inch Pipe and Fittings for Temporary Service, D-52;Per Lcp Sum: 1 -e Obus �► �'^�� Dollars oo ando Cents $ 2:�'a $ Z s8 I P-3 15. 50 C.Y. Type `B' Backfill ; Per Cubic Yard: Fifteen Dollars and No Cents $ 15.00 $ 750.00 16. 10 C.Y. Crushed Limestone, D-22; Per Cubic Yard: &19- Dollars ma and Azo Cents $ �- $ ld 17. 5 C.Y. Class'B'Concrete(2500#); Per Cubic Yard: at Dollars and /(/o Cents $ $ J '18. 5 C.Y. Class'E'Concrete(1500#); Per Cubic Yard: v..t Dollars 'PAP and .o Cents $ $ S 19. 845 L.F. 2-Inch Hot Mix Temporary Pavement Repair,Per Fig. 2000-1C, D-62; Per Linear Foot: Dollars Q�o and �a Cents 20. 30 L.F.- Min 2-Inch HMAC on 2:27 Concrete Base,Per Fig. 2000-1 A, D-223, D-2��5//; Per Linear Foot: T4" Dollars and 79 Cents $ $ l z 7 21. 760 L.F. Trench Safety System for Trench Depth 5 Ft. or Greater, D-26; Per Linear Foot: /{/a Dollars and wQ Cents $ 22. 760 L.F. Extra Depth of Water Main, Per Linear Foot: Dollars Z5- a47 and UE. Cents $ $ 0 TOTAL AMOUNT BID UNIT JA(WATER) $ *Type of Pipe Used: PVC DR-14: DIP Class 51: P-4 r i r r UNIT IB: SANITARY SEWER EXTENSION ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL k '. NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT (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. 1,400 L.F. 8-Inch Sanitary Sewer Pipe *, Variable Trench Depth; Per Linear Foot: kir" 0t^0— Dollars ea and Cents $ ?Jl $ Yy Aga r a- 2. 120 L.F. S-Inch SDR-26 Sanitary Sewer Pipe, x Variable Trench Depth; 4 Per Linear Foot: 7k r- 4kw- Dollars �. i and , Centsy/41y 3. 5 EA. Standard 4-Foot Diameter Manhole 0 Ft.to 6 Ft.Depth, D-27; Per Each:(gyp SSC va^ Dollars no Qo and p Cents $ r 756 $ 87S 4. 5 V.F. Additional Depth Over 6 Ft. of Standard 4 Ft.Diameter Manhole, Per Vertical Foot: r �kt AAA— Dollars and �f(,�, Cents $ $ ZS 5. 3 EA. Concrete Collar for Manhole Per f Fig. 12 1, D-37; Per ,acc�h: . f` Dollars n and �/p Cents" $ z s~d $ 6. 5 EA. Watertight Inserts for Sanitary Sewer Manholes, D-27; Per Each: Dollars ov_ po and o Cents $ 7S $ 7S P-5 7. 5 EA. Vacuum Test of Sanitary Sewer Manholes, D-36; Per Each- 1)1) &- Gvt�t>d r t Dollars an /l/Q Cents $_Z $ �zs- 8. 6 EA. 4-Inch Sanitary Sewer Service Tap, D-28; Per Each: MIt'OT 0- Dollars and d Cents $ Zoe 9. 160 L.F. 4-Inch Sanitary Sewer Service Line Installation,D-28;Per Linear Foot: 1 Dollars and a Cents $ 2s �ooa — 10. 6 EA. Sanitary Sewer Service Line Cleanout, D-61; Per ach: ®�- kot Wee y� 74 Dollars and Cents $ /ST) 11. 100 C.Y. Type'B' Backfill; Per Cubic Yard: Fifteen Dollars and No Cents $ 15.00 $ 1,500.00 12. 30 C.Y. Crushed Limestone, D-22;Per Cubic Yard: DAP- Dollars Sr and /7V-1a Cents $ $ 3a 13. 10 C.Y. Class B'Concrete(25004); Per Cubic Yard: & Dollars /6,0 ,Lkv and a Cents $ ! $ 119 14. 10 C.Y. Class'E'Concrete(i 500#); Per Cubic Yard: Dollars J and o Cents $ 6 $ P-6 i k 15. 1,520 L.F. Trench Safety System, D-26; Per Linear Foot: Dollars and Cents $ f $ 16. 1,520 L.F. Post-Construction Television Inspection of Sanitary Sewer Lines D-38; Per Linear Foot: i TW_ Dollars ,SYS o d and Cents $ 2 $ 38®0 17. 90 L.F. Min.2-Inch HMAC on 2:27 Concrete Base Pavement Repair,Per Fig. 2000-1 A,D-23,D-25;Per Linear Foot: Dollars �l S ocy t and Cents $ 7 Z r 18. 730 L.F. 2-Inch Hot Mix Temporary Pavement Repair,Per Fig. 2000-1 C, D-62; Per Linear Foot: Dollars � co and ZtJz Cents $ $ d 19. 20 S.Y. Asphalt Driveway Repair; r Per Square Yard: ��✓ a C v�M— Dollars mc7 F and Cents $ 'L7 4 010 TOTAL AMOUNT SID-UNIT IB(SEWER) *Type of Pipe Used: { PVC Pipe(SDR-35, Per E1-25, 6 - 15 inch) PVC Pipe(SDR-26, Per E1-25, 6 - 15 inch) PVC Pipe(PS-46,Per E1-27, 6 - 15 inch) PVC Pipe(Composite Pipe, Per E1-29, 8 - 15 inch) PVC Pipe(Corrugated Pipe,Per E1-31, 6 - 15 inch) P-7 TOTAL AMOUNT BID-UNIT IA (WATER) S° $ 5-6, Zs 2- TOTAL AMOUNT BID-UNIT IB (SEWER) TOTAL AMOUNT BID-UNIT I (WATER&SEWER) 6902_5�_O_ Contractor shall,if applicable, identify the pre-qualified sub-contractor who shall install the water and/or sanitary sewer facilities. Pre-qualified sub-contractor for water and/or sanitary sewer installation. P-S F UNIT II: PAVING IMPROVEMENTS-ALTERNATE 1 (REINFORCED CONCRETE) SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID S.P. I. I LS. UTILITY ADJUSTMENT SIX THOUSAND Dollars & NO Cents Per LS. $ 6,000.00 $ 6,000.00 i S.P. 2. 2 EA. PROJECT DESIGNATION SIGNS THREE HUNDRED Dollars & NO Cents Per EA. $ 300.00 $ 600.00 104 3. 225 L.F. REMOVE EXIST. CURB &GUTTER r S.P. -�- Dollars & // _ Cents Per LF. $ 300 $ CD7S 452 4, 100 L.F. REMOVE EXIST. 12"& 15"R.C.P. Dollars& Cents Per L.F. $ 106 5. 1,975 C.Y UNCLASSIFIED STREET S.P. EXCAVA ION er. Dollars& 90 Cents Per C.Y. $ /.S 2- 210 210 6. 3,160 S.Y. 6"LIME STABILIZED SUBGRADE @ S.P. 30 LBS./SY. 7-vi- Dollars& t w�- Cents Per S.Y. $ $ &�y 212 7. 48 Ton L E �+ S.P. 1j(, ,.i2a' Dollars & oC� 00 Ua Cents Per Ton $ 1pc� $ z8�� r 3 314 8. 3,042 S.Y. PROP. 6"REINFORCED CONCRETE S.P. PAVEMENT t Dollars & Cents Per S.Y. $ Zy $ 7y' ! 502 9. 1,488 L.F. PROP. STD. 7"ATTACHED S.P. CO TE CURB G.�,o Dollars & , k Cents Per L.F. P-9 504 10. 1,140 S.F. PROP. STD. 6"REINFORCED CONCRETE DRIVEWAY. iV'q_ Dollars & S7? Cents Per S.F. $ S.P. 11. 4,610 L.F. SILICONE JOINT SEALANT A- Dollars & gz C e Cents Per L.F. $ $ 37g'a 312 12. 34 S.Y. 6" H.M.A.C. TRANSITION S.P. `7� !'1% rlrkf- Dollars & ,sr� Cents Per S.Y. $ 33 500 13, 100 L.F. PROP. 6"PIPE SUBDRAIN S.P. f___ff Dollars& ao Cents Per L.F. $ (S $ 116 14. 110 C.Y TOP SOIL S.P. ELEVEN Dollars & NO Cents Per C.Y. 11.00 $ 1,210.00 S.P. 15. 3 EA. ADJUST WATER VALVE BOX TWO HUNDRED Dollars& NO Cents Per EA. 200.00 600.00 S.P. 16. 3 EA. MANHOLE ADJUSTMENT THREE HUNDRED FIFTY Dollars& NO Cents Per EA. 350.00 $ 1,050.00 S.P. 17. 7 EA, ADJUST WATER METER BOX THIRTY FIVE Dollars & NO Cents Per EA. $ 35.00 $ 245.00 S.P. is. 5 EA. RELOCATE WATER METER BOX lam- & Cents Per EA. $ $ /Sao 502 19. 30 L.F. REPLACE EXIST. CURB AND S.P. GUWR J�rn✓ e.t� Dollars & mo d Cents Per L.F. $ $ l2_0 P-10 S.P. 20. 5 C.Y G VE r T SITION ©(..� �i�9' Dollars& pp A6 Cents Per C.Y. S.P. 21. 1 L.S. STORM WATER POLLUTION PREVE ION PLv(SWPPP) /`�G�I c.ria' Dollars& Cents Per L.S. TOTAL AMOUNT BID-UNIT 11-ALTERNATE NO. 1 $ i i f i s 4 F L r P-11 UNIT II: PAVING IMPROVEMENTS -ALTERNATE 2 (H.M.A.C.) SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID S.P. L I L.S. UTILITY ADJUSTMENT SIX THOUSAND Dollars & NO Cents Per L.S. $ 6,000.00 $ 6,000.00 S.P. 2. 2 EA. PROJECT DESIGNATION SIGNS THREE HUNDRED Dollars & NO Cents Per EA. $ 300.00 $ 600.00 104 3. 225 L.F. REMOVE EXIST. CURB & GUTTER S.P. Dollars& Cents Per LF. $ Alt, 452 4. 100 L.F. REMOVE EXIST. 12"& 15"R.C.P. Dollars& Cents Per L.F. $ $ 106 5. 1,835 C.Y. UNCLASSIFIED STREET S.P. EXCAVATION \/ Dollars & Cents Per C.Y. $ $ 210 6. 3,132 S.Y. 8"LIME STABILIZED SUBGRADE @ S.P. 40 LBS./SY. Dollars& Cents Per S.Y. $ $ 212 7. 63 TON LIME S.P. Dollars& Cents Per Ton $ $ 312 8, 2,664 S.Y. PROP. 6-INCH H.M.A.C. PAVEMENT S.P. Dollars& Cents Per S.Y. $ $ P-12 l r 502 9, 1,448 L.F. PROP. 7-INCH CURB & 18-INCH GUTTER Dollars& = Cents Per L.F. $ $ 504 10, 1,140 S.F. PROP. STD. 6"REINFORCED CONCRETE DRIVEWAY. Dollars& Cents Per S.F. $ $ i 502 11. 604 S.F. PROP. STANDARD VALLEY GUTTER Dollars& Cents Per S.F. $ $ 312 12. 27 S.Y. PROP. 6-INCH H.M.A.C. S.P. TRANSITION Dollars& Cents Per S.Y. $ $ h 500 13. 100 L.F. PROP, 6"PIPE SUBDRAIN S.P. Dollars& s Cents Per L.F. $ $ 116 14. 110 C.Y. TOP SOIL S.P. ELEVEN Dollars & NO Cents Per C.Y. $ 11.00 $ 1,210.00 S.P. 15. 3 EA. ADJUST WATER VALVE BOX TWO HUNDRED Dollars& NO Cents Per EA. $ 200.00 $ 600.00 S.P. 16. 3 EA. MANHOLE ADJUSTMENT THREE HUNDRED FIFTY Dollars& NO Cents Per EA. $ 350.00 $ 1,050.00 S.P. 17. 7 EA. ADJUST WATER METER BOX THIRTY FIVE Dollars & NO Cents Per EA. 35.00 $ 245.00 S.P. 18. 5 EA. RELOCATE WATER METER BOX Dollars& Cents Per EA. $ $ SWU P-13 CITY S�CORY T, NITH, TEX, S.P. 19, 5 C.Y. GRAVEL TRANSITION Dollars& Cents Per C.Y. $ $ S.P. 20, 1 L.S. STORM WATER POLLUTION PREVENTION PLAN(SWPPP) Dollars& Cents Per L.S. $ $ TOTAL AMOUNT BID-UNIT II-ALTERNATE NO.2 $ &2 P-14 t SUMMARY OF BIDS: TOTAL AMOUNT BID—UNIT I(WATER& SEWER) $ l ` ��z (A) TOTAL AMOUNT BID—UNIT II—ALT. 1 (CONCRETE) $ (B) TOTAL AMOUNT BID UNIT 11—ALT.2(ASPHALT) $ (C r PROJECT BID TOTAL 1 * CONCRETE PAVING ALTERNATE (A)+(B) i i PROJECT BID TOTAL 2 t * ASPHALT PAVING ALTERNATE (A)+(C) $ THESE TOTALS TO BE READ AT BID OPENING f s f P-IS Within ten(10)days after acceptance of this Proposal,the undersigned will execute the formal contract and will deliver an approved Surety Bond and such other bonds as required by the Contract Documents, for the faithful performance of the Contract. The attached bid security in the amount of 5% is to become the property of the City of Fort Worth,Texas, in the event the contract and bond or bonds are not executed and delivered within the time above set forth, as liquidated damages for the delay and additional work caused thereby. The undersigned bidder further certifies that he has been furnished at least one set of the `Standard Specifications for Street and Storm Drain Construction-City of Fort Worth', and that he has read and thoroughly understands all the requirements and conditions of that document and the specific Contract Documents and appurtenant plans. The undersigned agrees to pay not less than the"Prevailing Wage Rates"as established by the City of Fort Worth,Texas. The undersigned assures that its employees and applicants for employment and those of any labor organization, subcontractors, or employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278 as amended by City Ordinance No. 7400. The Bidder agrees to begin construction within 10 working days after issue of the work order for each section, and to complete the contract within 80 working days after beginning construction as set forth in the written work order to be furnished by the Owner. P-16 w 1 k (Complete A or B below,as applicable:) A. The principal place of business of our company is in the State of i Nonresident bidders in the State of ,our principal ' place of business, are required to be percent lower than resident bidders by state law. A copy of the statute is attached. Non resident bidders in the State of , our principal place of business, are not required to underbid resident bidders. B The principal place of business of our company or our parent company or majority owner is in the State of Texas. I(we)acknowledge receipt of the following addenda to the plans and specifications, all of the provisions and requirements of which have been taken into consideration on preparation of the foregoing bid: Addendum No. 1 (Initials) DU� Addendum No. 3 (Initials) Addendum No. 2 (Initials)JA Addendum No. 4(Initials) Respectfully submitted, s l By: i TitfP fC; i Address�O h ID � a } f Telephone: ' (Seal) ti Date: 6& t P-17 FO Ft'r WO RT ti City of Fort forth Minority and Women Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY If the total dollar value of the contract Is $25,000 or more,the MfWB E goal Is appIIcable. IIF the total dollar y2fltm of the vonlract is loss Iran $26,000, the MIVV BE pal Js nota ppllcable. POLICY STATEMENT it N the policy of the City of Fart Worlh to em;vre ihe full and equitable partidpal[on by Minority and Women Business Enterprises (MtWBE) In the procoremen I of all goody and sorvlces to the {Wily on a contractual basis_ All fequIre Men is acrd regulations slated In the City's current Minority and Women business Ente3rprlse Ordinanue apply to this bid_ I4fl VOE PROJECT GOALS The C11y's MfWBF goal an {lits project is Concrate Paying 26 % Asphalt Faxing 28 Ia of the tatai bid (ease bid appllaa to FEarks and commu"Iiy Services). COMPLIANCE TO BID SPECIFICATIONS On City contracts of$25.000 or more, bidders are required to comply with the inieni of the City's MAN BE OrdInance by either of the following: I. Meet or exceed the above-stated MfWBE goal,or 2. Gear! Faith Effort documentation. or; 3. Waiver documentation,or; 4. ,joint Venture. SUBMITTAL OF RE UIRED DOCUMENTATION The applicable domments mus be received by the Managing Deparlmen1. yvilhla the Iollowfnq lamas aJlooaled. in order for the entire bid tt) be considered responsive lo the sperf lcatlons. The O€ferorshall deliver She MWOE loci mentatlan In person (o the appropriates employee of the managing department and obtain a datefime receipt. Such receipt-mall be evJdencea that the City received the documentation in the time allocEl". A faxed Copy+kilt riot be accepted. 1. Subcontractor Utilization Form, if goal Is received by 5:00 p.m_ five (5) City business days after thi- laid met or exceeded: opening date, exclusive of the bid openlN date. 2. Good Faith Effort and Subcontractor recelved by 5.00 p.m.. five (5) City business days after the bid Utilization Form. If participalinrx Is le,59 than opening dale, exclu5lva of the bid ope ling date. staled oaI� 3. Good Faith Effort and Subcontractor received by 5,00 p.m., five (5) City blXness days- after the bid Utilization Form. if no M/WBE r#icipa0on: Ope nin date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form, If ymi will raeelVed by 6:00 p_fn„ five (5) CIty business days after this bid e fo m 40'subconlracung1su pller work, n rpening date, exclusive Df the bid opening dale. 5. Joint Venture Form, If utillr_e a Jol,ni venture received by 0.00 p-m., ilve (5,) Cily business days after the bid to meal or exceed gqq1, +�ni�date, exclusive of tyre bid opionl ig date. FA&URE TO COMPLY WITH THE CITY'S MMBE ORDINANCE, WILL RESULT IN THE 811 EEiNG CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS Any questions, please compact IJhe MNME Office at{817)392.6104. ATTACHMENT 1A Page 1 of 4 FORT WORTH cavity of Fort Worth 04-0'r-o6 a,)=) : ,.;/ n� Subcontractors/Suppliers Utl 1=0on F�r1n VrCDN Check applicable bloc to describe prime 7 �� PROJECT NAME: / / f MRVroBE NON-MlW/DBE WD E City's M/WBE Project Goal: Prime's M/WBE Project Utilization: PROJECT NU9ABER 2-(0 % Lf 5 % D©C 2 7 3 (� Identify 0 subcontractors/suppliers you will use on this project Failure to complete this form, in Its errtlrety with requested documentation, and received by the Managing Department on or before 5.00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result In the bid being considered non-responsive to hid specifications. The undersigned Offeror agrees to enter into a formal agreement whh the MANSE firm(s) Listed in this utilization schedule, conditioned upon execution of a contract with the City of Fart Worth. The intentional and/or knowing misrepresentation of facts is gmunds for consideration of disqualification and will result in the Laid bein9considered non-res onstve to Laid s ecifications M/WBEs listed toward meeting the project goal must be located in the nine (9) county marketplace or currently doing business in the marketplace at the time of bid. Marketplace is the geographic area of Tarrant,Parker,Johnson,Collin,Dallas, Deaton,Ellis,Kaufman and Rockwall counties. Identify each Tier level. Tier is dic lisvel of subcotarac-ting below the prime contractor,i.e.,a direct payment from the prilue contractor to a subcontractor is considered V tier, a payment by a subcontractor to its supplier is considered 2nd tier ALL Att"Es MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firsts, located or doing business at the time of bid opening within the Marketplace, that have been determined to be bonafide minority or women businesses by the North Central Texas Regional Certification Agency(NCTRCA),or the Texas Department of Transportation(TX DOT),highway division. Disadvantaged Business Enterprise(DBE)is synonymous with Mmonty/Women Business Enterprise(M/WBE). !f hauling services arc utilized, the prune will be given credit as long as the NMBE listed owns and operates al least ane fttlly licensed and operational (nick to be used on flit: cataract, Tltc MfWBE may ie>tse truckm from another MIW$E fiat(, inciuding MVWBE uwner-opeirators,and receive roll "BE credit, The MfWHF ratty tcase trucks from wort-M1 V s, incliudulg owner-operators, but will only receive credit for the fees and connuissions earned by dle f MIWBE as outlined in the lease a}memeaI. Rev,5/30103 ATTACHMENT to RMIRT Page 2 of 4 -07- 1 f Primes are required to identify ALL subcontractors/suppliers,regardless of status;i.e.,Minority,Women and non-M/WBEs. Please list M/WBE firms first,use additional sheets if necessary. Certification (check one) T SUBCONTRACTOWSUPPLIER ° t� Company Name i N T Retail Retail Address W C X M Subcontracting Work Supplies Purchased Dollar Amount T R W TelephouefFax r B B -� E E R O S C T E A PO Sox -783 - � r Y on 41� san1 T( 7(oOLg §eure r .1, J3u-mss 0r-1 - Y47 'FOOo Cc, --( 5`13 l A(U4 F(7 - 3 '71 J• 2_t.4 ;a !� pc'gkrt„ c( F�-wb/4t T 7(o 16-5a 1,�►� .��oc� — (P97 J-, i2of Lc� a ��w 7 2629 •x'5'10 Tru �k.rk k � u�fA, TX 76l(r +� EcuoW 16 Loo, gra 3- S6u4/A Sal 6 C- fCS1Gd �o$ F(Ae. PO4 PP w) A ,ry( ,� (T,/- 7o 6:3 I w t k qZI 212-- C Rev.5130103 ATTACHMENT IA Page 3 of 4 IbRT%RTH �4-Oi-O6 A09 I Primes are required to identify ALL subcontractors/suppliers,regardless of status;i.e.,Minority,Women and non-M/WBEs. Please list MIWBE firms first,use additional sheets if necessary. S Certification ! (check one) r SUBCONTRACTORISUPPLIER T _ Company Namei N T Detail Detail Address M W C X P Subcontracting Work Supplies Purchased Vallar•Amount T 0 4 B B Telephone/Fox r R p I E E C T 1 A Zgoo A) 36 P17 -X38- h8�1 Bea f( Lr vati2 cta I�� �,d EU 5 s, -rX 76 Wo f �l 7 -836-_ 4166a coC,C V"o4 pip vo4e,4� s� /,Lpfi� Po Qox 3S7Co 1 �'�, Sac,C ��S CJS ((c.sr T ?SZ 2 iq - 3q-2 779c°� 2Iq - 3r{- 095 3 r FT. WORK TEX. i r ATTACHMENT to -� FQ-�,�� 04-0 7-06 A09 : 4'1 3 iJ Page 4 of 4 f � Total Dollar Amount of WWBE Subcontractors/Suppliers $ L t 2- Total Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers $ S�1 2- TOTAL TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ © (� t &5 The Contractor will not make additions, deletiow, or substitutions to this certifted Est without this prior approval of the Minority and Women Business Enterprise Office Manager or designee through the submittal of A Request for Approval o ChangelAddi`tian. Any unjustified change or deletion&hail he a maicrial breacb of corava'tct and may result in debarment in accord with the procedures outlined in the ordinance. '/lye contractor shall submit a detailed explanation of how the requested ohangeladdition or deletion will affect the aommi#sed MIWBE goat if 1ho dormI explanation is not submitted, it will affect the fatal compliance detcmiination. By affixing a signature to this form, the Offeror further agrees to provide,directly to the City upon request,complete and accurate information regarding actual work performed by all subcontractors, including M/W/DBE(s) arrangements submitted with the bid. The Offeror also agrees to allow an audit and/or examination of any books,records and files held by their company. The bidder agrees to allow the transmission of interviews with owners,principals,officers,employees and applicable subcontractors/suppliers/contractors participating on the contract that will substantiate the actual work performed by the MAV/DBE(s)on this contract,by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements, Any failure to comply with this ordinance and create a material breach of contract may result in a determination of an irresponsible Offeror and barred from participating in City work for a period of time not less than one(1)year. "JA Aizett Signature Printed Signature Title Contact Namefritte(if different) cC�P�t p� GcS , �ltL 017- 2-9S-- 6,066 1'17!c_ Company Name Telephone and/or Fax G Address E-mail Address Rt 0 Y�16 7 CitylstatelLip Date Rev.5130/03 PART C - GENERAL CONDITIONS TABLE OF CONTENTS NOVEMBER, 1 , 1987 TABLE OF CONTENTS O1-1 DEFINITIONS C1-1 . 1 Definition of Terms C1-1 ( 1) C1-1. 2 Contract Documents C1-1 ( 1 ) C1-1. 3 Notice to Bidders Cl-1 ( 2 ) C1-1. 4 Proposal Cl_l ( 2 ) C1-1. 5 Bidder Cl-1 ( 2 ) C1-1. 6 General Conditions CI-1 ( 2 ) C1-1 . 7 Special Conditions C1-1 ( 2 ) 1-1.8 Specifications C1-1 ( 2 ) C1-1.9 Send C1-1 ( 2 ) C1-3 .10 Contract C1-1 ( 3) C1-1. 11 Plans C1-1 ( 3 ) 1-1. 12 City C1-1 ( 3 ) C1-1 . 13 City Council C1-1 ( 3 ) C1-1 . 14 Mayor C1-1 ( 3 ) 01-1.15 City Manager C1-1 ( 3 ) 01-1, 16 City Attorney C1-1 ( 3 ) 1-1.17 Director of public Works C1-1 € 41 C1-1 . 18 Dxrectar, City Water Department CI-1 ( 4 ) C1-1 . 19 Engineer C1-1 ( 4 ) C2-1 . 20 Contractor CX-1 ( 4 ) C1-1 . 21 Sureties C1-1 ( 4 ) C1-1, 22 The Work or Project C1-1 ( 4 ) C1-1, 23 Working Day C1-1 ( 4 ) C1-1 .24 Calendar Day Cl-1 ( 4 ) C1-1 . 25 Legal Holiday C1-1 M C1-1, 26 Abbreviations C1-1 ( 5 ) 1-1 . 27 Change Order C1-1 ( 6 ) Cl-1 . 28 Paved Streets and Alleys C1-1 ( 6 ) C1-1 . 29 Unpaved Streets and Alleys .C1-1 (6 ) C1-1. 30 City Streets C1-1 ( 6 ) 1-1. 31 Roadway Cl-1 ( 6 ) C1-1. 32 Gravel Street C1-1 ( 6 ) C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2 . 1 Proposal Form C2- ( 1 ) C2-2. 2 Interpretation of Quantities C2-2 ( l ? C2-2. 3 Examination of Contract Documents and Sita C2-2 ( ) C2-2. 4 Submitting of proposal C2- ( 3 ) C2-2. 5 Rejection of Proposals C2-2 ( 3 ) C2-2. 6 Bid Security C2-2 ( 3 ) € l ) C2-2. 7 Delivery of Proposal C2-2 ( 4) C -2. 8 Withdrawing Proposals f~ - (4 ) C2-2. 9 Telegraphic Modification of Proposals C2- ( 4 ) C2-2. 10 Public Opening of proposal C2- (4) C2-2. 11 Irregular Proposals C2-2 (4) C2- 2, 12 Disqualification of Bidders f: - (5 ) C3-3 AWARD AND EXECUTION OF DOCUMENTS- C3-3 . 1 Consideration of Proposals C3-3 (1 ) C3-3 . 2 Minority Business F.nterpi.se Women--Owned Business Enterprise compliance C3-3 (1 ) fr3-3 . 3 Equal Employment Provisions C3-3 ( 1 ) C3-3 . 4 Withdrawal of Proposals C3-3 ( 2 ) C3-3.5 Award of Contract C3-3 ( 2 ) 3-3.6 Return of Proposal Securities C3-3 ( 2 ) 3-3.7 Bands C3-3 ( ) C3-3.8 Execution of Contract C3-3 ( 4 ) C3-3.9 Failure to Execute Contract C3-3 ( 4 ) C3-3.10 Beginning Work C3-3 ( 4 ) C3;3.11 Insurance C3-3 ( 4 ) C3-3. 12 Contractor ' s obligations C3--3 ( 7 ) C3-3. 13 Weekly Payroll C3-3 (7 ) C3-3 . 14 Contractor ' s Contract Administration fr3-3 ( 7 ) C3-3 .15 Venue 3-3 (8 ) C4--4 SCOPE OF WORK C4-4 .1 Intent of Contract Documents C4-4 (1 ) fr4-4 . 2 Special Provisions C4-4 (l ) C4-4 . 3 Increased or Decreased Quantities C4-4 (1 ) C4-4 . 4 Alt�ration of Contract Documents C4-4 (2) fr4-4 .5 Extra Work C4-4 ( 2) C4--4 . 6 Schedule of {operations C4-4 (3) C4-4 .7 Progress Schedules for Water and Sewer Plant Facilities C4-4 ( 4 ) C5-5 CONTROL OF WORK AND MATERIALS C5-5.1 Authority of Engineer C5-5 ( 1 ) C5--5.2 Conformity with Plans C5-5 ( 1 ) C5-5. 3 Coordination of Contract bocumonts C5-5 ( 2 ) C5-5. 4 Cooperation of Cantra4�-_tor C5-5 ( 2 ) C5-5. 5 Emergency -and/or Rectification Work C5-5 ( 3 ) C5-5. 6 Field office C5--5 ( 3 ) C5--5. 7 Construction Stakes CS-5 ( 3 ) C5_5..8 Authority and Duties of lospectors C5-5 ( 4 ) 5-5 .9 Inspection C5-5 ( 5 ) C5-5. 10 Removal of Defective and [Unauthorized Stork C5-5 ( 5 ) C5-5.11 Substitute Materials or Equipment C5-5 ( 5 ) C5-5 . 12 Sample-5 and Vests of Materials C5-5 ( 6 ) C5-5 . 13 Storage of Materials 5-5 ( 6 ) C5-5. 14 Existing Structures and Utilities 5- ( 7 ) C5-5 . 15 Interruption of Service C5-5 ( 7 ) C5-5 . 16 Mutual Responsibility of Contractors CS--5 ( 8 ) C5-5. 17 Cleanup C5-5 ( 8 ) C5-5 . 18 Final Inspection C5-5 ( 9 ) ( 2 ) C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY C6-6 . 1 Laws to be observed C6-6 ( 1 ) C6-6. 2 Permits and Licenses C6-6 (1 ) C6-6. 3 Patented Devices , Materials and Processes C6-6 (1 ) C6-6. 4 Sanitary Provisions C6-6 ( 2 ) C6-6 .5 Public Safety and Convenience C6--6 ( ) C -6 .6 Privileges of• Contractor in Streets , Alleys, and Right-of-Gay C6-5 ( 3 ) C6-6. 7 Railway Crossings C6-6 ( 4 ) C6-6. 8 Barricades, Warnings and Watchmen C6-6 ( 4 ) C6-6. 9 Use of Explosives, Drop Weighty etc. C6--6 ( 5 ) C6-6 .10 Work Within Easements C6-6 ( 6 ) C6-6.11 Independent Contractor C6-6 ( 8 ) C6-6. 12 Contractor ' s Responsibility for Damage Claims C6--6 { o ) C6-6. 13 Contractor ' s Claim for Damages C6-6 (10 ) C6-6 .14 Adjustment of Relocation of Public Qtilitiesr etc. C6-6 (10 ) C6-6. 15 Temporary Sewer Drain Connections r-6-6 (10) C6-6. 16 Arrangement and Charges of Water Farnished by City C6-fx .(11 ) C6-6 .17 Use of a Section of Portion of the Work C6=6 (11 ). C6-6. 18 Contractor ' s Responsibility for Work 6- (11 ) C6-6. 19 No Waiver of Legal Rights C6-.6 (1 2) C6-6. 20 Personal Liability of Public Officials 6-6 (12) C6-6. 21 State Sales Tax C6-6 (12 ) C7-7 PROSECUTION AND PROGRESS C7-7.1 Subletting C7-7 ( 1 ) C7-7. 2 Assignment of Contract C7-7 ( 1 ) C7-7. 3 Prosecution of the Work C7-7 ( 1 ) C7-7. 4 Limitations of operations C7-7 ( 2 ) C7-7 .5 Character of Workman and Equipment C7-7 ( ) C7-7 . 6 Work Schedule C7-7 ( 3 ) C7-7. 7 Time of Commencement and Completion C7-7 ( 4 ) C7-7. 8 Extension of time of Completion. C7-7 ( 4 ) C7-7. 9 Delays C7-7 ( 4 ) C7-7 . 10 Time of Completion C7-7 ( 5 ) C7-7. 11 Suspension by Court Order C7-7 (6 ) C7-7.12 Temporary Suspens i cn C7-7 ( 6 ) C7-7.13 Termination of Contract due to Naeional Emergency C7-7 ( 7 ) C7-7.14 Suspension of Abandonment of the Work and Annillmerxt of Contract C7-7 (7) C7-7-. 15 Fulfillment of Contract C7-7 ( 9 ) C7-7. 16 'Germination for Convenience of the Onwer C7-7 (10 ) C7-7. 17 Safety Methods and Practices' C7-7 ( 13 ) i CS-8 MEASUREMENT AND PAYMENT C8-8 . 1 Measurement of Quantities C8-8 ( 1 ) i C8-8. 2 Unit Prices ce--8 ( 1 ) i ( 3 ) C8-8. 3 Lump Sum CB-8 (I1 C8-6. 4 Scope of Payment 8-8 (1 ) CB-8 . 5 Partial Estimates and Retainage C8-8 (2 ) CB-8 . 6 Withholding Payment C8-8 ( 3 ) C8-8 . 7 Final Acceptance C8-8 ( 3 ) C8-8. 8 Final Payment C8_8 ( 3 ) C8-8. 9 A,dquacy of Design CB-8 (4 ) C8-8, 10 Genera. Guaranty 6-8 (4 ) C8-8. 11 Subsidiary Work C8-8 (5 ) 8-8.12 Miscellaneous Placement of Material, C8-8 ( 5 ) CB--8.13 Record Documents C8-8 ( 5 ) ir. ( 4 ' PARS' C - GENERAL CONDITIONS Cl-1 DEFINITIONS SECTION CI-1 DEFINITIONS CI-1 . 1 DEFINITIONS OF TERMS : Whenever in these Contract Documents the folLowing teras or pronouns in Mace of them are used , the intent and meanLng shall be understood and interpreted as follows: cl-1 . 2 CONTRACT DOCUMENTS: The Contract Documents are all of the written and drawn documents , such as specifications , bonds , addenda , plans , etc . , which govern the terms and performance of the contract . These are contained In the General Contract Documents and the Special Contract Documents. a. GENERAL CONTRACT DOCUMENTS : The General contract Documents govern all Water Department Projects and include the following items : PART A - NOTICE TO BIDDERS (Sample) White PART B - PROPOSAL (Sample) white PARS` C - GENERAL CONDITIONS (CITY) Canary Yellow ( Developer) Brawn PARI" D SPECIALS CONDITIONS Green PART E - SPECIFICATIONS El-White E2-Golden Rod EA-White PERMITS/EASEMENTS Blue PART F -- BONDS (Sample) White PARI` G - CONTRACT (Sample ) White b. SPECIAL CONTRACT DOCUMENTS : The Special Contract Documents are prepared for each specific project as a supplement to the General Contract Documents and include the following items : PART A NOTICE TO BIDDERS (Advertisement ) Same as above PAR'S' S - PROPOSAL /Bid) PART C GENERAL CONDITIONS PART D SPECIAL CONDI'T'IONS PART E - ;SPECIFICATIONS PERMITS/BASEMENTS PART F - BONDS PART G -- CONTRACT PART H - PLANS (Usually bound separately ) C1--1 ( 1 ) { C1 -1 . 3 NOTICE TO BIDDERS : All of the legal publications either actually published in public advertising mediums or furnished direct to interested parties pertaining to the wank contemplated under the Contract Documents constitutes the notice to bidders . C1-1 . 4 PROPOSAL: The completed written and signed offer or tender of a bidder to perform the work which the Owner desires to have done , together with the bid security, constitutes the Proposal , which becomes binding upon the Bidder when it is officially received by the Owner, has been publicly opened and read and not rejected by the Owner. C1-1 . 5 BIDDER : Any person , persons , firm , partnership , company, association, corporation, acting directly or through a duly authorized representative , submitting a proposal for performing the wont contemplated ander the Contract Documents , constitutes a bidder. C1-1 . 6 GENERAL CONDITIONS : The General CoTiditions are the usual construction and contract requirements which govern the Performance of the work so that it will be carried on in accordance with the customary procedure , the local statutes , and requirements of the City of Fort Worth ' s charter and promulgated ordinances. Wherever there may be a conflict between the General Conditions and Special Conditions , the latter shall take precedence and shall govern . C1 -1 . 7 SPECIAL CONDITIONS : Special conditions are the specific requirements which are necessary for the particular project covered by the Contract Documents and not specifically covered in the General Conditions . When considered with the General Conditions and other elements of the Contract Documents they provide the information which the Contractor and Uwner should have in order to gain a thorough knowledge of the project . Cl-1 - 8 SPECIFICATIONS : The Specifications is that section or part of the Contract Documents which sets Eorth in detail the requirements which must be met by all materials, construction, workmanship , equipment and services in order to render a completed and useful project . Whenever reference is made to standard specifications , regulations , requirements , statutes , etc . , such referred to documents shall become a part of the Contract Documents just as though they were e.mbodi.ed therein. Cl - 1 . 9 BOND: The bond or boni!d are the written guarantee or securFt furnished by the Contractor for the prompt and Cl-1 ( ) faithful performance of the contract and include the following : a. Performance Band ( see paragraph C3-3 . 7 ) b. Payment Bond {see paragraph C3-3. 7 } . Maintenance Bond ( see paragraph C3-3. 7 ) d. Proposal or Bid Security ( see Special Instructions to Bidders, Part A and C2-2. 6 ) C1-1 . 10 CONTRACT: The Contract is the formal signed agreement between the Owner and the Contractor covering the mutual understanding of the two contracting parties about the project to be completed under the Contract Documents . C1-1. . 11 PLANS : The plans are the drawings or reproductions t ere rom made by the Owner ' s representative showing in detail the location , dimension and position of the various elements of the project , including such profiles , typical cross-sections, layout diagrams, working drawings, preliminary drawings and such supplemental drawings as the Owner may issue to clarify other drawings or €or the purpose of showing changes in the work hereinafter authorized by the owner . The glans are usually bound separately from other parts of the Contract Documents , but they are a part of the Contract Documents just as though they were bound therein. Cl-1 . 12 CITY : The City of Fart Worth , Texas , a municipal corporat on , authorized and chartered under the Texas State Statutes# acting by and through its governing body or its City Manger , each of which is required by charter to perform specific daties . Responsibility for final enforcement of Contracts involving the City of Fort Forth is by Charter vested in the City Manager . The terms City arta Owner are synonymous. i CI - 1 . 13 CITY COUNCIL : The duly elected and qualified governing body of the City of Fart Worth., Texas. C1 -1 . 14 MAYOR : The. officially elected Mayon or in his absence, the Mayor Pro tem of the City of Fort Worth, Texas . C1-1 . 15 CITY MANAGER.- The official. l,<y appointed and authorized G!t Manager of the city of Fort Worth , Texas , or his duly authorized representative. C1-1 . 16 CITY ATTORNEY: The officially appointers City Attorney of the City of Fort Worth , Texas , or his duly authorized representative . CI-1 ( 3 ) C1-1 . 37 DIRECTOR Or` PUBLIC WORKS; The duly appointed official of the City of Fort Worth , referred to in the Charter as the City 'Engineer, or his duly authorized representative. C1-1 . 18 DIRECTOR CITY WATER DEPARTMENT: The duly appointed ! rectos of the City Water Department of the City of -port Worth , Texas , or his duly authorized representative , assistant, or agents. C1-1 . 19 ENGINEER: The Director of Public Wotks, the Director of the Fort Worth City Water Department , or their duly authorised assistants , agents , engineers , inspectors{ or auperint4�ndents , acting within the scope of the particular duties entrusted to them. Z -1 . 20 CONTRACTOR : The p.e.rson , persons , partnership , ^ company, firm , association , or corporation , entering into a contract with the Owner for the execiution of the work, acting directly or through a duly authorized representative . A sub-contractor is a person , firm, corporation, or others under contract with the principal contractor , supplying lab.or and materials or only labor-, for work at the site of the project. C1-1 . 21 SURETIES : The Ca.rpv.rate bodies which are bound b such bonds are required with and Cor the Contractor . The sureties engaged are to be fully responsible for the entire and satisfactory fulfillment of the Contract and for any and all requirements as set forty in the Contract Documents and approved changes therein . C1-1 . 22 THE WORK OR PROJECT: The completed worst contemplated in and c.ov .red by tk e contract Documants , including but not limited to the furnishing of all labor , materials, tools , equipment, and incidentals necessary to produce a completed and serviceable project . 1-1 . 23 WORKING DAY: A working day is d8fined as a calendar ay, riot including Saturdays, Sundays , and legal holidays , in which the weather or other conditions not under the control, of the Contractor permit the performance of the principal unit of work for a< period of not less than seven ( 7 ) hours between 7 : 00 a . m . and 6 : 00 p. m. , with exceptions as permitted in paragraph C7-7 . 6 . C1-1 . � 4 CALENDAR DAYS : A calendar day is any day of the week or month, no days going excepted. Cl-1 . 25 LEGAL HOLIDAYS : Legal holidays shall be observed as prescTibed Oy the City Council, of the City of Fart Worth For observance by City employees as follows l-1 (4 ) 1. New years Day January 1 2 . M. L. King, Jr . Birthday Third Monday in January 3 . Memorial Day Last Monday in May 4 . Independence Day July 4 5 . Labor Day First Monday in September 5 . Thanksgiving Day Fourth Thursday in November 7 . Thanksgiving Friday Fourth Friday in November 9 , Christmas Day December 25 9 . Such other days in lieu of holidays as the City Council may determine When one of the above named holidays or a special holiday is declared by the City Council , falls on Saturday , the holiday shall be observed on the preceding Friday or if it falls on Sunday, it shall be observed on the following Monday, by those employees working on working day operations . Employees working calendar day operations will consider the calendar holiday as the holiday. C1-1 . 26 ABBREVIATIONS : Wherever the abbreviations defined herein appear in Contract Documents , the intent and meaning shall be as Eollows : AA HTO - American Association of MGD - Million Gallons Per State Highway Transportation Day Officials ASCE - American Society of Civil CFS - Cubic Fant per Engineers Second LAW - in Accordance With ASTM - American Society of Min . - Minimum Testing Materials Mono. - Monolithic AWWA - American Water Works % - Perceutum Association R - Radius ASA American Standards Association Y . D. - Inside Diameter Ali - Rydraulic Institute O . D . - Outside Diameter Asph. - ksphalt Elev. - Elevation Ave. - Avenue F - Fahrenheit Blvd. - Boulevard C - Centigrade C1 - Cast Iron In . - Inch CL - Center Line Ft, - root OI - Galvanized Iran St . - street Lin. - Linear or Lineal C - Cubic Yard lb. - Pound Yd. - Yard MH - Manhole SY - Square Yard Max . - Maximum L. F. - Linear Foot D. I . - Ductile Iron C1-1 ( 5 ) Cl - 1 . 27 CHANGE ORDER : A " Change Order " is a written supplemental agreement between the Owner and the Contractor covering some added or deducted item or feature, which may be found necessary and which was riot specifically included in the scope of the project on which bids were submitted, increase in unit quantities stated in the proposal are not the subject matter of a Change order unless the increase or decrease is more than 25% of the amount of the particular item or items in the original proposal . All *Charge orders " ahal.l be prepared by the City from information as necessary .furnished by the Contractor , CI-1. 28 PAVED S'T'REETS AND ALLEYS : A paved street, or alley s a i be defined as a street or alley having one of thp_ following types of wearing surfaces applied over the natural unimproved surface; 1 . Any type of asphaltic concrete with or without separate base material, 2 . Any type of asphalt surface treatment , not including an oiled surface , with or without separate base material, . Brick, with or without separate base material. 4 . Concrete, with or without separate base material. 5 . Any combination of the above. 1-1 . 29 UNPAVED STREETS OR ALLEYS: An unpaved street, alley, roa way or other surface is any area except those defined above for "Paged Streets and Alleys. " CI-1 . 30 CITY STREETS : A city street is defined as that area hetween the right-of-way lines as the street is dedicated . CI-1 . 31 ROADWAY -. The roadway is defined as the area between parallel lines two ( 21 ) feet back of the curb lines or four ( 4 ' ) feet Back of the av8rage edge of pavement where no curb exists. 1-1 . 32 GRAVEL STREET : A gravel street is any unpaved street to which has been added one or more. applicatiQns of gravel or similar material other than the natural materiai fviind on the street su rtace beEore any improvement was made. Cl-1 (6 ) SECTION C - GENERAL CONDITIONS C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL SEC'T`ION C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2 . 1 PROPOSAL FO The Owner will Eurnish bidders with proposal form, which will contain an itemized list of the items of work to be done or materials to be furnished and upon which bid prices are requested. The Proposal form will state the Bidder ' s general understanding of the project to be completed, provide a space for furnishing the amount of hid s(�curi, ty , and state the basis for entering into a formal contract . The Owner will furnish forms for the Bidder ' s " Experience Record , " "Equipment Schedule , " and "Financial Statement, " all of which must be properly executed and filed with the Director of the City Water Department one week 2rior to the hour for opening of bids. The financial statement required skull have been prepared by an independent_ certified public accountant or an independent public accountant holding a valid permit issued by an appropriate state licensing agency, and shall have been so prepared as to reflect the current financial status . This statement must be current and not more than one ( 1 ) year old . In the case that a bidding slate €alts within the time a new Statement is being prepared , the previous statement shall be updated by proper verification . Liquid assets in the amount of ten ( 10% ) percent of the estimated project cost will be required. 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 magnitude as that of the project for which bids are to be received , and such experience must have been on projc-cts completed not more than five ( 5 ) years prior to the date on which are to be received . The Director of the Water department shall be sole judge as to the acceptability of experience Cor qualification to bid on any Fort Worth Water Department project . The prospective bidder shall. schedule the equipment he has available for the project and state that he will rent ouch additional eguipment as may be required to complete the project on which he submits a bid. G2-2 . 2 INT'ERPRE'T'A'TION OF QUANTITIES : The quantities of work and materials to be furnished as may be listed in the proposal C2-2( l ) forms or other parts of the Contract Docurnentr, will be considered as approximate only and will be used for the n purpose of comparing bids oa uniform basis. Payment will be made to the Contractor for only' the actual quantities of work performed or materials furnished In strict accordance with the Contract Documents and Plans . The quantities of work to be performed and materials to be furnished may be increased or decreased as hereinafter provided , without in any ,ray invalidating the unit pries kid or any other requirements of the Contract Documents, -2 . 3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF PROJECT: aiddors are advisers that the Contract Docume-rrts on file with the Owner shall constitute all of the information which the owner will furnish. All additional information and data which, the owner will supply after promulgation of the formal contract documents shall be issued in the form of written addenda and shall becorne part of the Oontract documents just as though such addenda were actually written into the original Contract Documents, Bidders are required, prior to the filing of proposal , to read and become familiar "rich the Contract Documents , to visit the site of the project and examine carefully all local conditions , to inform Lhem5elves by their own independLant research and investigations, tests, boring , and bY such other means as may be necessary to gain a complete knowledge of the conditions which will be encinuatered during the construction of the project . They must judge for themselves the diffioalties of the work and all atteading circumstances affecting the cost 'of doing the work or the time requi-qed for itr, completion, and obtalrn all infortrxation required to male as intelligent proposal . No information given by the Owner or ariy representativo- of the Owner other than that contained in the Contract Documents and officially promulgated addenda thereto, shall he bindirxg upon the Owner, Bidders shall rely exclusively and solely upon their own estimates , investigation , research , tests , explorations, and other data which are necessary for full 'and complete inforination upon which the proposal is to be based . It is mutually agreed that the submission of a proposal is prima-facie evidence that tyre bidder Inas made the investigations , examinations and tests herein required. Clams for additional comPernsation due to variations between conditions actually encountered in construction and as Indicated in the Cornteac�t oocuments will not be allowed. The logs of Soil Borings, if any, showing on the plans are for general information only and may not be correct . Neither the C2-- { 2 � owner nor the Rngineer -guarantee that the data shown is representative of conditions which actually exist. c2-2 . 4 SUBMITTING OF PROPOSAL: The Bidder shall submit his Proposal on the form furnished by the Owner. All blank spaces applicable to the project contained in the farm shall be correctly filled in and the Bidder shall state the prices , written in ink in both words and numerals , for Which he proposes to coo the work contemplated or furnishe the materials required. All such prices shall be written legibly. In case of discreparncy betwaen the price written in words and the price written in A urnerals , the price most advantageous to the Oily shall, govern. If a proposal is submitted by ars individual, his or her name must be signed by him ( her) or his ( her) truly authorized agent. If a proposal is submitted by a irirm , association , or partnership, the Mame and address of each member must be given , and the Proposal must be signed by a member of the firm , association , or partnership , or by a person duly authorized . If a proposal is submitted by a company or corporation , the company or corporate nate and business address must be given, and the proposal signed by an official ar duly authorized agent. The corporate seal must be affixed. Power of Attorney aut ,ar Ing agents or others to sign proposal must be properly certified and must be in writing and submitted with the proposal . C2-2 . 5 REJECTION OF PROPOSALS: Proposals may be rejected if t ey show any a terat cin of words or figures , additions not galled for , conditional or uncalled for alternate bids , incomplete bids, erasures , or irregularities of any kind, or contain unbal.anco value of any f terns . Proposal tendered or delivered after the official time designated for receipt of proposal shall be returned to the Bidder unopened. C2-2 . 6 HIDSECURITY: No proposal will be considered unless it is accompanied by a " Proposal Security" of the character and in the amount indicated in th-e "Notio-e to Bidders " and the "Proposal . " The Bid Security is required b_V the Owner as evidence of goad faith on the part of the Bid&ir, and by way of a guaranty that if awarded the contract , the Bidder will within the required time execute a formal contract aro furnish the required performance and other bands . The bid security of the three lowest bidders will, be retained until the contract is awarded or other disposition is made thereof . The bid security of all other bidders may be returned promptly after the canvass of bids. C2-2 ( 3 ) C2-2. 7 D LIVERY OF PROPOSAL : No proposal will be considered unless it is delivered , accompanied by its proper Bid Security , to the City Manager or his representative in the official glace of business as set forth in the "Notice to Bidders . " It is the Birder ' s sole responsibility to deliver the proposal aL the proper time to the proper place. The rneare fact that a proposal was dispatched will not be considered_ The Bidder must have the proposal 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 Citi► Manager, City Hall, Fort Worth, Texas. C2-2 . 8 WITHDRAWING PROPOSALS : Proposals actually filed with the City Manager cannot be withdrawn prior to the tirne set for opening proposals . A request for non--eonoideration of a proposal must be made in writing , addressed to the City Manager , and filed with him prior to the time set tope the opening of proposals . After all proposals not requested for non--consideration are opened and publicly read aloud , the proposals for which nun-consideration requests have been properly filed may, at the option of the Owner , be returned unopened. C2-2 . 9 TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modif' h'15-proposal by telegraphic communication at any time prior to the time set for opening proposals , provided such telegraphic communication is received by the City Manager prior to the said proposal opening time, and provided Further , than the City Manager is satisfied that a written and duly authenticated confirmation of such telegraphic communication over the signature of the bidder was trailed prior to the proposal opening time. If :such confirmation is not received within. Eorty--eight ( 98 ) hours after the proposal. opening time , no further consideration will be given Lo the proposal . C2-2 . 10 PUBLIC OPENING OF PROPOSAL: Proposals which have been properly filed and for which no "NOn-consideration Request " has been received will be publicly opened and read aloud by the City Manager or bis authorized representative at the time and place indicated in the "Notice to Bidders . " All proposals which have been opened and read will remain an Eile with the Owner until the contract has been awardLd. Bidders or their authorized representatives are -invited to be present for the opening of bids. C2-2 . 11 IRREGULAR PROPOSALS. Proposals shall be considered as being "Irregular- if they g ow any oRnissions , alterations of forin, additions , or conditions not called for , urtauthorized alte%rn,te bids, or irr"alarities of aqy kind . However , the C2-2 ( 4 ) Owner reserves the right to waive any and all irregularities and to make the award of the contract to the best interest of the City . Tendering a proposal 'after the closing hour is an irregularity which cannot be waived . O2 - 2 . 12 DISQUALIFICATION OF BIDDERS : Biddez's may be. disqualified and them proposals not considered for any of , but not limited to, the following mason : a. Reasons for believing that collusion exists among bidders. b. Reasonable gkounds for believing that any bidder is interested in mare than one proposal for work contemplated. C. The bidder being interested in any litigation against the Owner or where the Owner may have a claim against or be eng-aged in litigation against the bidder. d. The bidder being in arrears on any existing contract or having defaulted on a previous contract . e. The bidder having performed a prior contract is an unsatisfactory manner. f. Lack of Qornpetency as revealed by the financial statement , experience record, equipment schedule, and such inquiries as the Owner may see fit to make. g. [uncompleted work which , in the judgment of the Owner, will prevent or hinder the prompt completion of additional work if awarded. h . The bidder not filing with th-e Owner , one week in advance of the hour of the opening of proposals the following 1. Pinancial State-ment showing the financial condition of the bidder as specified in Part ItAl' Special lnrtruetions . 2. A current i experience record showing especially the projects of a nature similar to the one under consideration , which have been successfully completed by the Bidder . 3 . An equipment schedule iihotaing the equipment the bidder has available for use on the pro�eet . The Bid Proposal of a bidder who, in the judgment of the Engineer , is disquali # ed under the requirements stated herein, shall be set aside arEd not opened- C2-2 (5 ) pened_-2 (5 ) CITY X.1EY FE W01111 TEX. PART C -- OENRRAL CONDITIONS C3-3 AWARD AND EXECUTION OF DOCUMENTS SECTION C3-3 AWARD AND EXECUTION OF DOCUMENTS! C3-3 . 1 CONSIDERATION OF PROPOSALS: After proposals have been opened and read aloe , the proposals will be tabul-aced on the basis of the quoted prices , the quantities shown in the proposal , and the application of such formulas or other methods of bringing items to a common basis as may be established in the Contract Documents . The total obtained by taking the sum of the products of unit prices quoted and the estimated quantities plus any lump sum items and such other quoted amounts as may utter into the cost of the completed project will be considered as the amount of the bid. Until the award of tete contract is made by the Owner, the right will be reserved to reject any or all proposals, and waive technicalities , to re-advertise for new proposals , or to proceed with the work in any manner as maybe considered for the best interest of the Owner. C3-3 . 2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE: Contractor agrees to provide to Owner , upon request , complete and accurate information regarding actual work performed by a Minority Business Enterprise [ MBE) and or a a roman-owned Business Enterprise ( WBE ) on the conkract and the payment therefor. Contractor further agrees , upon request by Owner , to allow and audit and/or an examination of any books, records, or €ilex in the possession of Contractor that will substantiate the actual work performed by the MBE or WBE . Any material misrepresentation of any natur8 will be grounds for termination of the contract and for initiatibg any action under appropriate federal , skate or local laws and ordinances relating to false statements ; further , any such misrepresentation may be grounds for disqualification of Contractor at Owrier ' s discretion for bidding .on future Contracts with the Owner for a period of time of not less than six ( ) months. C3-3 . 3 EQUAL EMPLOYMENT PROVISIONS: The Contractor shall comply with Current City Ordinance prohibiting discrimination in employment practices. C3--3 ( 1 ) The Contractor shall post the required notice to that effect on the project site, and , at his request , will be provided assistance by the City of Fort Worth ' s Equal Employment Officer who will refer any qualified applicant he may have on Elle in his ' office to the Contractor . Appropriate notices may be acquired from the Equal Employment Officer. C3-3 , 4 WITHDRAWAL OF PROPOSALS : After a proposal has been read y the Owner it cannot be withdrawn by the Bidder within forty-five ( 45 ) days after the date on which the proposals we-re opened. C3 -3 . 5 AWAPM OF CONTRACT: The Owner reserves the eight to wFiEhholafinal action on the proposals for a reasonable time , not to exceed forty-five ( 45 ) days after the date of opening proposals, and in no event will an award be made until after investigations have been made as to the responsibility of the proposed awardee. . . The award of the contract, if ars award is rude, will be to the lowest and best responsible bidder. The award of tete contract shall not become effective until the owner has notified the Contractor in writing of such award. 3-3 . 5 ,RETURN OF PROPOSAL SECURITIES : As soon as proposed price totals have -been determined for comparison of bids , the Owner may , at its discretion, return the proposal security which accompanied the proposals which, in its judgment , world not be considered for the award . All other proposal securities , usually those of the three lowest bidders , wi=11 be retained by the Owner until the rggnired corstract has been executed and bond furnished or the Owner has otherwise disposed of the lids, after which they will be returned by the City Secretary. C3-3 . 7 BONDS : With the execution and delivery of the Contract Documerntst the Contractor shall ftirnish to, and file with the Owner iii the amounts herein required, the following bonds PERFORMANCE BOND : A good and sufficient performance bond in an amount not less than 100 percent of the amount, -of the contract, as i evidenced by the proposal tabulation or otherwise , .gi.aarante4eing the full and faithful execution of the work and performance of the contract , and for the protection of the owner and all other persons against damage by reason of negligence of the Contractor , or improper execution 'of the work or the use of infer Lor materials . This perEormance C3-3 ( 2 ) bond shall guarantee the payment for all labor, materials, equipment , supplies , and services used in tete construction of the work , and shall remain in full farce and effect until previsions as above stipulated .are accomplished and final payment is made on the project by the City. b. MAIMTENANCE BOND : A good and sufficient maintenance bond , Fn' the amount of not less than 100 percent of the amount of the contract , as evidenced by the proposal tabulation or otherwise , guaranteeing the prompt , Ball and faithful performance of the general guaranty which is set forth in paragraph 8--8 . 10. c. PAYMENT DOND: A good and sufficient payment bond, in an amount not less than 100 percent of the amount of the contract , as evidenced by the proposal tabulation or otherwise , guaranteeing the prompt, full and faithful payment of all claimants as defined in Article 5160 , Revised Civil Statutes of Texas , 1925 , as amended by House Bill 344 Acts 56th Legislature, Regular Session , 1959 , effective April 27 , 1959 , and/or the latest version thereof, supplying labor and materials in the prosecution of the work provided for in the contract being constructed under these speci. Eications . Payment Bond shall remain in force until all payments as above stipulated are made . d. OTHER BONDS : Such other bond, as may be required by these on-traot Documents shall be furnished by the Contractor . No sureties will be accepted by the Owner which are at the time in default or delinquent on any bondis or which are interested in any litigation against the owner . All bands shall be made on the forms furnished by the Owner and shall be executed by an approved surety company doing business. in the City of Dort Worth , Texas , and which is acceptable to the owner . in order to be acceptable, the name of the surety shall be included orx the current U . S . Treasury list of acceptable sureties, and the amount of band written by any one acceptable company shall not exceed the amount shown on the Treasury list for that company . Each mond shall be properly executed by both the Contractor and Surety Company. Shoald any surety on the contract be determined unsatisfactory at any time by the Owner , notice will be given the Contractor to that effect and the Contractor shall immediately provide a C3-3 (3 ) now surety satistactory to the Owner, No payment will be made under the contract until the new surety or sureties , as required, have qualified and _have been accepted by the Owner. The contract shall not be operative nor will ani payments be due or paid until approval of the bonds by the Owner . C3-3 . 8 EXECUTION OF CONTRACT: Within ten f 101 days after the Owner has by appropriate resoltxt.ion, or otherwise , awarded the contract, the Contractor shall execute and file with the Owner the Contract and such bonds as may be required in the contract Documents. No contract nhall be binding upon the owner until. it has been attested by the City Secretary , approved as to form and legality by the City Attorney, and -executed for the Owner by either the Mayor or City Manager . C3-3 . 9 FAILURE TO EXECUTE CONTRACT ; The failure of the Awardee to execute the .required bond or bonds or to sign the required contract within ten ( 10 ) days after the Contract is awarded shall be considered by the Owner as an abandonment of his proposal , and the owner may annul the Award. By reason of the uncertainty of the market prices of material and labor , and it being impracticable and difficult to accurately determine the amount of damages occuring to the owner by reason of said awardee ' s failuz-e to execute said bands and contract within ten ( 10 ) days , the proposal security accompanying the proposal shall be the agreed amount of damages which Owner will suffer by reason of such failure on the part of the Awardee and shall thereupon immediately be forfeited to the Owner . The filing of a proposal will be considered as an acci--ptance of this provision by the Bidder. C3-3 . 10 BEGINNING WORK : The Contractor shall not commence work until authorized in writing to do so by the Owner . Should the Contractor fail to commence work at the site of the project within the time stipulated in the written authorization usually termed the "Work order" or '"Proceed Order" , it is agreed that the Surety Company will , within ten ( 10 ) days after the commencemont date set forth in such written authorization, commence the physical execution of the Contract. C3-3 . 11 INSURANCE: The Contractor shall not commence work- under this contract until he has obtained all Lbe Insurance required Bander the Coritract Documents{ and such .insurance has been approved by the owner _ The prime Contractor shall he responsible for delivering to the Ownet the sub-contractors ' C3-3 -( 4 ) certificate of insurance for approval . The prime contractor shall indicate on the certificate. of insurance included in the documents for execution whether or not lois insurance covers sub-contractors . It is the intention of the Owner that the insurance coverage required herein shall include the coverage of all sub-contractors . a, COMPENSATION I19SURANC°E : The Contractor shall maintain , daring the life of this contract , Workers ' Compensation Insurance on all of his employees to be engaged in work on the project under this contract, and for all sub-con-tractors, In 'caGse any class of employees engaged in hazardous work on the project under this contract is not protected ander the Workers ' Compensation Statute , the Contractor shall provide adequate employers general liability insurance for the protection of such of his employees not so protected. b. COMPREHENSIVE GENERAL LIABILITY INSURANCE : The Contractor shall procure and shall maintain during the life of this contract Contractor ' s Comprehensive General Liability Insurance ( Public Liability and Property Damage Insurance ) in an amount not less than $ 500 , 0.00 covering each occurrence on account of bodily injury, including death , and in an amount not less than $ 500 { 000 covering each occurrence on account of property damage with $2, 000, 000 umbrella policy coverage. c. ADDITIONAL LIABILITY : The Contractor Asha it furnish insurance as separate poLicies or by additional endorsement to one of the above-mentioned policies, and in the amount as set forth for public liability and property damage, the following insurance: 1 . Contingent Liability ( covers General Contractor ' s Liability for acts of sub-contractors ) . 2 . Blasting, prior to any busting being done, 3. Collapse of buildings or structures adjacent to excavation ( if excavations are to be performed adjacent to same ) . 4 . Damage to underground utilities Ecr $500, 00.0 . C3-3 ( 5 ) 5 . Builder 's risk (where above-ground structures are involved ) . 6 . Contractual Liability ( cover' s all indemnification requirements of Contract) . d* AUTOMOBILE INSURANCE - BODILY INJURY AND PROPERTY DANAOE: The Contractor shall pr000re and maintain , duringthe life of this Contract , Comprehensive Automobile Liability insurance in an amount not less than $ 250 , 000 for injurias including accidental death to any one person and subject to the same limit for each person an amount not less than $ 500 , 000 on account of one accident , and automobile property damage insurance in an amount not 18ss than $100, 000. e. SCOPE OF INSURANCE AND SPECIAL HAZARD : The nsurance required under the above paragraphs skull provide adequate protection for the Contractor and his sub-contractors , respectively , against damage claims which may arise from operations under this contract, whether such operations be by the insured or by anyone directly or indirectly employed by him, and also against any of the following special hazards which may be encountered in the p'erformance of the Contract. f. PROOF OF CARRIAGE OF INSURANCE : The Contractor shall furnish the owner with satisfactory p�aof of coverage by insurance required in these Contract Dor.iiments in amounts and by carriers satisfactory to the Owner . ( Sample attached . ) All insixrance requirements made upon the Contractor shall apply to the sub- contractor , should the Prime Contractor ' s insurance not cover tine sub-contractor ' s work operations. g. ,LOCAL AGENT FOR INSURANCE AND BONDING : 11"he insurance agd bonding companies with wham the Contractor ' s insurance and perftrmance , payment , maintenance and all such other bonds are written shall be represented by an agent or agents having an office located within the city limits of the 3-3 ( G ) City of Port Worth, Tarrant County, Texas . Each such agent shall be a duly qualified, one upon whom service of process may be had , and must have authority and Power tO act on behalf of the insurance a'rnd or bonding company to negotiate and settle with the City of Fort Worth , or any other claimant , any claims that the City of Fort Worth or other claimant or any property owner who has beeq damaged , may have against the Contractor , insurance , and/or bonding company, If the local insurance representative is not so empowered by the insurance or bonding companies, then such authority must be vested in a local agent or claims officer residing in the Metroplex , the Fort WJarth--Dallas area . The name of the agent or agents shall be set forth on all of such bonds and certificates of insurance. C3 -3 . 12 CONTRACTOR ' S OBLIGATIONS : Under the Contract, the Contractor shall pay for all mateTials , labor and service53 when due. C3-3 . 13 WEEKLY PAYROLL : A certified copy of each payroll covering payment of wades to all person eagaged in work on the project at th-e site of the project shall be furnished to the Owner' s Tepresentative within s4 even ( 7 ) days after the close of each payroll period . A copy or copies of the applicable minimum wage rates as set forth in the Contract Documents shall be kept posted in a conspicuous place at the site of the project at all timee during the coursie of the Contract . Copies of the ware rates will he fu.rni.shed the Contractor, by the Owner; however, Posting and proteution of the wage rates shall be the responsibility of the Contractor. C3-3 . 14 CONTRACTOR' S CONTRACT ADMINISTRATION: Any Contractor, whether a person , psrsonst partnership , company , rirmr association , corporation or other who is approved tc do business with and enters into a contract with the City for construction Of water and/or sanitary sewer facilities , will have or shall establish a fully Operational- business office within the Port Worth -- Dallas me- t- ropoli. tan area . Th(e Cont>raetor shall charge, delegate, or assign this oftice► ( or he may delegate his P>rciecL 1uperintendent ) with full authority to transact all € usiiiess- actions- required in the p-erformance or: the Contract . Thus local authority shall be made responsible- to act [or the Contractor in all matters pertaining to the work governed by Lh4Le Contract wheLber it be administrative or otherwise and as such shaLX be empowered , thus delegated and directed, to settle all .material, labor or other expenditore43, all claims against the work or any Other C3-3 € 7 ) matter associated such as maintaining adequate and appropriate Insurance or security coverage for the project . Such local authority for administration of the work under the Contract shall be maintained until all business, transactions •executed as part of the Contract are complete. Should the Contractor ' s principal base of operations be other than .in the fortWorth-Dallas metropolitan area , notification of the Contractor ' s assignment of local authority shall be made in writing to the Engineer in advance of .any work on the project , all appropriately signed and sealed, as applicable, by the Contractor ' s responsible officers with the understanding that this written assignment of authority to a local representative shall become part of the project Contract as though bound directly into the project documents . The intent of these requirements is that all mattern associated with the Contractor ' s administration , whether it be oriented in furthering the work, or other, be governed direct by local authority . This same requirement is imposed vn insurance and surety coverage. should the Contractor 's local representative fail to perform to the satisfaction of Engineer, the Engineer , at his sole discretion , may demand that such local repTesentatfve be replaced and the Engineer may, at his sale discretion , stop all work until a new local authority satisfactory to the Engineer is assigned . No credit of working time will be for periods in which work stoppages are in effect Soar this reason. C3 -3 . 15 VENUE : Venue of any action hereinunder shall be exclusively in Tarrant County, Texas . C3-3 (8 ) PART C - GENERAL CONDITLONS C4-4 SCOPE OF WORK SECTION C4-4 SCOPE OF WORK C4-4 . 1 INTENT OF CONTRACT DOCUMENTS, :: 1t is the definite intention of these Contract Documents to provide fQr a complete , useful project which the Contractor undertakes to construct or furnish , all in full compliance with the requirements and intent of the Contract Documents . it is definitely understood that the Contractor shall do all work as provided for in the Contract Docoments, shall do all extra or special work as may be considered by the Owner as necessary to complete the project in a satisfactory and acceptable manner. The Contractor shall, unless otherwise specifically stated in these Contract Documents, furnish all tabor, tools, materials, machinery , equipment , special services , and incidentals necessary to the prosecution and completion of the project. C4-4 . 2 SPECIAL PROVISIONS : Should any wort or conditions which are not thoroughly and satisfactorily stipulated or covered by General or Special Conditions of these Contract Documents be anticipated , or should there be any additional proposed work which- is not covered by these Contract Documents, then "Special Provisions" covering all such work will be prepared by the Owner previous to the time of receiving bids or proposals for such work and furnished to the Bidder in the form of Addenda, All such "Special Provisions" shall be considered to be a part of the Contract Documents just as though they were originally written therein. C4-4 . 3 INCREASED OR DECREASED QUANTITIES : The 'Dwner reserves the right to alter the quantities of the work to be g g Performed or to extend or shorten the improvements at arty time when and as found to be nece8sary, and the Contractor shall perform the work as altered , increased or decreased at the unit pries . Such increased or decreased quantity shall not be mare than 25 percent of the contemplated quantity of such item or items . When such changes increase or decrease the original, gmantity of any item cr items of warm to be done or materials to be i Furnished by the 25 percent- or mcr�!, then either party to the contract shall tipan written request to the other party be entitled to a reprised consideration upon that portion- of the work above or below the 25 percent of the original quantity stated in the proposal ; such revised consideration to be determined by special agreement or as hereinafter provided for "Extra Work . " No allowance will be made for any changes in .anticipated p.rof. itsnor shall such changes be considered as i C4-4 ( 1 ) waiving or invalidating any conditions or provisions of the Cont.ract Documents. Variations in quantities of sanitary sewer pipes , in depth categories , shall be interpreted herein as applying to the overall quantities or sanitary sewer pipe in each pipe size, but not to the various depth categories. C4-4 . 4 ALTERATION OF CONTRACT EH CUMENTS: By Change Order, the Owner reserves th-e right to ma a such granges in the Contract Documents and in the character or quantities of the work as may be necessary or desirable to insure completion in the most satisfactory manner , provided such changes coo not materially alter the original Contract Documents or grange the general mature of the project as a whole . Such changes stall not be considered as waiving or invalidating any condition or provision of the Contract Documents. C4-4 . 5 EXTRA WORK: Additional werk madam necessary by changes and alterations of the Contract oocuments or of quantities or for other reasons for which no prices are provided in the Contract Uccuments , shall be defined as "Extra Work" and shall be perforrnr-ad by the Contractor in accordance with these Corstract Documfr nts or approved additions thereto; provided , however , that before ar}y extra work is begun a "Charge Order" shall be executed or written order issued by the Owner to do the work for payments or credits as shall b(� determined by one or more ccmbinatian of the foilawing methods ; a . Unit bid price previously approved . b. .A-ri agr cid lump sum. C. The actual 1�easonab_le cost of ( 1 ) labor, ( 2 ) rental of equipment used crx the P-xtra work for the time so used at Associated General Contractiors of America curreait equipment rental rates ; ( 3 ) materials eiltering permanently into the 'project , and ( 4 ) actual cost of Insurance , bonds , and sooisl security as determined by the owner , plus a- fixed fee. to be agreed upon but not to ePcee,3 10% of the actual cost of such exr-ra work . The fixed fee i-3 not to inrludi.-� any additional prof it to the Contrautor for real.al of equipment own%-d ay him and used Eor the Lnxtra work. The Eee shall be full and craiflgiete compens ,ition to cover the cast of � sup!2rintendeace , +.3verhead , other profit , general and alt other exp;��nse tot izc.l.udP-d in ( 1 ) , ( 2 ) , ( 3 ) , and ( 4 ) above , The Contractor shall keep acrrurate cast records on the form ,nc7 in th-e rni?.th01J 4-4 ( 2 } suggested by the owner and shall give tiie Owner access to all accounts , bills , vouchers , and records relating to the Extra Work. No "Change Order"' shall become effective until it Inas been approved and signed by each of the Contracting parties, NC claim for Extra Work of any ]clod will be allowed unless ordered in writing by the owner . In case any orders or instructions , either orad or written, appear to the Contractor to involve Extra Work for which he should receive compensation , he shall make written request to the Engineer for written orders autboriaing such Extra Work , prior to beginning such work. Should a difference arise as to what does or does not constitute Extra Work, o-r as to the payment there-of , and the Engineer insists upon its performance , the Contractor sAall proceed with the work after malting written request for written orders and shall keep an accurate account of the actual reascnable Bost' thereof as provided under method ( item C ) . Claims for extra work will not be paid unless the Contractor shall Eile his clary with the Owner withla fire ( 5 ) days before the time for making the first estimate after such work is done and unless the claim is supported by satisfactory vauchers and ceictiEied payrolls covering all labor and materials expended upon tete said Extra Work. The Contractor shall furnish the owner such installation records of all deviations from the original Contract Documents as may be accessary to enable the Owner to prepare for permanent record a corrected set of plans. showing the actual installation. The .rom,pensaLion agreed upon for ' Lb-xtra€ work , whether or riot iniitieted by a 'change order ' shall be a full , complete and Einal payment far all costs Contractor incurs as a r�salt or relating to L.he change or, extra work, whether said costo ace knawrl , unknown, foreseen or unforeseen at Lhat tifAE�, inclading without limitation, any costs for delay , extended overhead , ripple or impact cosE , or any other of Cect on changed or unchanged work as a result or the c1lat,ge o.r extra work. C4 -4 . 6 SCHEDULE OF OPERATIONS : Before commencing any work andet this contract, the Contractor shall -!3ubmit to the Owner .and receive the owner ' s approval the-Teo.l , a " Schedule of Operations , " showing by a straight tine method the mate of commencing and Unishing each of ti-le major ejemej, i 5 of the i contract . There shall be also ghowo tfj-re Cyt imated monthly cost of work for which esthflatas ar3 to be expected_ Ther, -3 i . tff, fix. shall be presenter] also a composite graph showing the anticipated pzogress of construction with the time being plotted horizontally and the percentage of oarnvletion plotted vertically. The progress charts shall he prepared on $-1/211 11" sheets and at Ieast € ive black or blue line prints shall be furnished to the Owner. C4 -4 . 7 PROGRESS SCHEDULES FOR WATER AND SEWER PLANT FACILITIES : Within ten ( 10 ) days prior to submission of f rst rnornthly progress payment , the Contractor shall prepare and submit to the owner for approval six copies of the schedule in which the Contractor proposes to carry on the work, the date of which he will start the several major activities ( including procurement of materials , plans , and equipment ) and the contemplated dates Eor completing the same . The schedule shall be in the form of a time schedule Critical Path Method (CPM) network diagram. As the work progresses the Contractor shall enter on the diagram the actual progress at the end of each partial payment period or at such intervals as directed by the Engineer . The Contractor shall also revise the achedule to reflect any adjustments in contract time approved by the Engineer . Three copies of the updated schedule shall be delivered at such intervals as directed by the Owner. As a Minimum, the construction schedule shall incorporate all work elements and activities indicated in the proposal and in the technical specifications_ Prier to the final drafting of the detailed construction schiedule , the Contractor shall review the draft schedule with the Engineer to ensure the Contractor " s understanding of the contract requirements. The fallowing guidelines shall be adhered to irz preparing the construction nchedul-e: a. Milestone dates and final project completi+�n dates shall be developed to conEnrm to time constraints , sequencing rL-guiremnnt.s and completion time. b. The construction process shall. -be divided into activities with tine- durations of approximately fourteen ( 14 ) days and construction values not to exceed $ 50 , 000 . Fabr Lcation , delivery and submit#-aL ict.ivities are exceptions to this guideline. 4-4 ( 4 ) C. Durations :shall be in calendar days and normal holidays and weather conditions over the duration of the contract shall be accounted for within the duration of each activity. d. one critical path stall be spawn on the -construction schedule. e. Float time is defined as the amount of time between the earliest start date and the latest start date of a chain of activities of the CPM construction schedule. Float time is not for the exclusive use or benefit of either the Contractor or the owner. f. Thirty days shall be used Eor submittal review unless otherwise speci €ied. The construction schedule shall as a minimum he divided into general categories as indicated in the Proposal and Technical Specifications and each general cateqorY shall be brok4e!n down into activities in enrrugh detail to achieve activities of approximately fourteen (14 ) days duration. For each ge%n-eral category, the construction schedule shall identify all trades or subcontracts whose work is represented by activities that follow the guidelines of this Section. For each of the trades or sut.00ntracts , the construction schedule shall indicate the folLowing procurements , construction and preacceptatice activities and events in their logical sequence for equipment and materials. 1. Preparation and transtnittal of submittals. 2 . Submittal .review periods, 3 . Shop fa-bricatidh ar;d deLiver'y. 4 . Erection or installation . S . TL' aasmittal of mannfactarar ' s ope-ratiorn and ma -qtP-r;ance instructions. 6 . rnstalied -equipment and materials te.stinq . 7 . Owner-t-s operator instrucF i'on ( if -applicable). 8 . Final in-spection . C-4-4 ( 5 ) g. Operational testing. 10 . Final inspection. If , in the opinion of the Owner , work accomplished falls behind that scheduled , the Contractor shall take such action as aecessary to improve tris progress. In addition, the Owner may require the Contractar to submit a reprised schedule demonstrating his program and proposed plant to make up lag in scheduled progress and to insure completion of the work within the contract time . if the owner finds the proposed plan not acceptable , he nay require the Contractor to increase the workforce, the construction plant and equipment , the number of worn shifts or the overtime operations without ad.ditional cast to the owner. Failure of the Contractor to comply with these requirements shall be considered grounds for determination by the. Owner that the Contractor is failing to prosecute the work witli such diligence as wiLl insure its completion within the time specified. C4-4 ( 6 ) PART C -- GENERAL CONDITIONS 5-5 WNTROL OF WORK AND MATERIALS SECTION C5-5 COUTROL OF WORK AND MATERIALS CS-5 . 1 AUTHORITY OF ENGINEER: The work shall, be performed to the satisfaction of the Engineer and in strict compliance with the Contract Documents . He shall decide all questions which arise as to the quality and acceptability of materials furnished , work performed , rate of progress of the work, overall sequence of the construction , interpretation of the Contract Documents , acceptable fulfillment of the contract, compensation , mutual rights between Contractor and Owner under these Contract Documents , supervision of the work, resumption of operations, and all other questions or disputes which may arise . Engineer will not be responsible for Contractor ' s means , methods , techniques , sequences or procedures of construction , or the safety precaution and program; incident thereto , and he will not be responsible Eor Contractor ' s failure to perform the work in accordance with the contract documents . He shall determine the amount and quality of the work completed and materials furnished , and his decisions and estimates shall be final . His estimates in such event shall be a condition to the right of the Contractor to receive money due hire under the Contract . The Owner shall have executive authority to enforce and make effective such necessary decisions and orders as the Contractor fails to carry out promptly. In the event of any dispute between the Engineer and Contractor over the deeis#on of the Engineer on any such matters , the Engineer must , within a reasonable time , upon written request of the Contractor, render and deliver to bath the Owner and Contractor , a written decision on the matter in controversy. 5 - 5 . 2 CONFORMITY WITH PLANS : The finished project in all ca ices shall conform with i l nes , grad,-S, crass-sections , finish , and dimensions shown on the plans or any other requirements otherwise deacribed in the Contract Documents . Any deviation from the approved Contract Documents required by the Bngineer during construction will in all cases be determined by the Engineer and authorized by the Owner by Change order . CS-5 ( 1 ) C5-5 . 3 COORDINATION OF CONTRACT DOCUMENTS: The Contract Documents are made up of several sections , which , taken together , are intended to describe and provide for a complete and useful project, and any requirements appearing in one of the sections is as binding as though it occurred in all sections . In case of discrepancies , figured dimension shall govern over scaled dimensions , plans shall govern over speci£icatians, special conditions shall govern over general conditions and standard specifications, and quantities shown on the plana shall govern over- those shown in the proposal . The Contractor shall not take advantage of any apparent error or omission in the Contract Documents , and the Owner shall be permitted to make such correction§ or interpreta Lions as may be deemed necessary far the fulfillment of the intent of the Contract Documents . In the event the Contractor discovers an apparent error or discrepancy, he shall immediately call_ this condition to the attention of the Engineer. In the event of a conflict in the drawings, specifications, or other portions of the Contract Documents which were not reported prior to the award of Contract , the Contractor shall be deemed to have quoted the most expensive resolution of the conflict . CS-5 . 4 COOPERATION Or CONTRACTOR : The Contractor will be furnished with three set8 of the Contract. Documents and Shall have available on the site of the project at all timt _-s one set of such Contract Documents . The Contract shall give to the work the constant attention necessary to facilitate the progress thereof and shalrl cogperate with the Engineer , his inspector , and other Contractors in every passible way. The Contractor shall at all tines have competent personnel available to the project site for proper performance of the work. The Contractor shall provide and maintain at all tures at the site of the project a competent , English-speaking superintendent and ari assistant wbo are fully authurized to act as the Contractor ' s agent an the work . Such superintendent and his assistant shall be capable of reading arta understanding the Contract Documents and shall r'eoeive and fulf i11 instructions from the Owner , the Engineer , or lois authorized representatives . Pursuant to this responsibility of the Contractor , the Contractor shall designatm in writing to the project superintendent , to act as the Contractor ' s agent on the work . Such assistant project guperintendent shall 4e a resident of Tarrant County , Texas and shall be subject to call. , as is the project Superintend-ent, at any time of the day or night_ on any day of the week on which the Engineer determines that circumstances require the presence on the project site of a representative of the Contractor to C5-5 ( 2 ) adequately provide for the safety or convenience cf the traveling public or the owners Pf property across which the project extends cr the safety of property contiguous to the project routing . The Contractor shall provide all facilities to enable the Engineer and his inspector to examine and inspect the workmanship and materials entering into the work. C5- 5 . 5 EMERGENCY AND/OR RECTIFICATION WORE : When , in the opinion of the Owner or engineer , a condition of emergency nxists related to any park of the work, tate Contractor, or the Contractor through his designated representative , shall respond with dispatch- to a verbal reque,t made by the Owner or Engineer to alleviate tete emergency condition . Such a response shall occur day or night, whether the project is scheduled on a calendar-day or un a working-clay basis. Should the Contractor tail to respond to a request from the Engineer to rectify any discrepancies , omissions , or corrections necessary to conform with the requirements of the project specifications or plans , Lh a Engineer shall gine the Contractox written notice that such work or charges are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition . In the event the Contractor does not take positive steps to Fulfill this written request , or does r at show just cause for not taking the proper action , within 24 hours , the City may tak4e such remedial action with City forces or by contract . The City shall then deduct an amount equal to the entire costs for such remedial action , plus 5 % , frvrn any funds due the Contractor on the project. CS-5 . 6 FIELD OFFICE; The Coatractor skull pravi.de , at no extra compensation , an adequate field office for use of the Engineer , if i�peuifically called for . The field office shall; be not less than lQ by 14 feet irY floor area , substantially constructed_, well heated , air conditioned , lighted , and weather-proof , so that dac.uments will not he damaged by the elements . C5-5 . 7 CONSTRUCTION STAKES ; The City, through its Engineer, will furnish the Contractor with all lines , grades , and meas.+irements necessary tO the proper Prosecution and control of tate work contracted For under these Con'tract Documents , and lines , grades and measurements will be established by, means of stakes or other custainary method Qf ma-rking as may be found consistent with good practice. C5-5 ( 3 ) These stakes or markings shall be set sufficiently in advance of construction operations to avoid delay . Such stakes or markings as may be established For the Contractor ' s use or guidance shall be preserved by the Contractor until he is authorized by the Engineer to remove them . Whenever, in the opinion of the Engineer , any stakes or markings havr,� been carelessly or willfully destroyed, disturbed, -or removed by the Contractor or any of his employees , the full cast of replacing such stakes or marks plus 25% will be charged against the Contractor , and the full amount will be deducted from payment due the Contractor, C5 - 5 . 8 AUTHORITY AND DUTIES OF CITY INSPECTORS : City Inspectors will be authorized to inspect all work one and to be done and all materials furnished . such inspection may extend to all or any part of the work, and the preparation or manufacturing of the materials to be used or equipment to be installed. A City Inspector may be stationed on the work to report to the Engineer as to the progress of the work and the manner in which it is being performed , to report any evidence that the materials being furnished or tho work being performed by the Contractor fails to fulfill the requirements of the Contract Documents , and to call the attention of the Contractor to any suchfailure or other infringements . Such inspection or lack of inspection will not relieve the Contractor , from any obligation to perform the work its accordance with the xrequirement;s of the Contract Documents. In case of any dispiite arising between the Contractor and the City inspector as to they materials or equipment furnished or the- manner of performing the work, the City Inspector will have authorit, to reject materials or equipment to suspend work until the question at issue can be referred to and be decided by the Engineer . The City Inspector will not , however , be authorized to revoke , alter , enlarge , or release any requirement of these Contract Documents, nor toapprove- or accept any portion or section of t-he work , nor to issue any instructions contrary to the requirements of the Contract Documents . He will in no case act as superintendent or foreman or ,perf•orm any other duties for the Contractor , or interfere with the management or operation of the work . He will not accept from the Contractor any compensation in any form for performing any duties . The Contractor shall regard and obey the directions and instructions of the City Inspector of Engineer when the same are consistent with the obligations of the Contract D-ocuments , provider , however , should the Contractor abject to aay orderu or instructions of the City Inspector , the Contractor may within six days. make writterx appeal to the Engine8r for his decision on the matter in controversy- 05-5 14 ) C5-5 . 9 INSPECTION: The Contractor shall Furnish the Engineer with every reasonable facility for ascertaining whether or not the work a,s performed is in accordance with the raquirernents of the Contract Documents, If' the Engineer so requests , the Contractor shall , at any time before acceptance oC the work, remove or uncover such portion of the finished work as may be directed . After examination , the Contractor shall restore said portions of: the work to the standard required by the Contract Documents. Should the work exposed or examined prove acceptable , the uncovering or removing and replacing of the covering or making good of the parts removed shall be paid for as extra work, but should be work so exposed or examined grove to be unacceptable , the uncovering or removing and the replacing of all adjacent defective or damaged parts shall be at the Contractor ' s expense. No work shall be done or materials used without suitable supervision or inspection. C5-5 . 10 REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORK: All work, materials, ur equipment which has been reiecte-d shall be remedied or removed and replaced In an auceptabie manner b . the Contractor at his own expense. Work dune beyond the lines and grades given or -as shown on the glans , except as herein specifically provided, or arty C tra Work done without written authority, will be cons,id8ri ed as unauthorized and dome at the expense of the Contractor and wil l not be paid f or by the 0wner . Work so done may be ordered removed at the Contractor ' s expense. Uporn the failure on the part of the Contractor to comply with any order of the Engineer made under the provisions of this paragraph , the Engineer will have% the authority to cause defective work to be remedied ox removed and replaQed ands unauth3rized wort[ to be removed, and the cost thereof may be deducted from any money roue or to become di-ie to the Contractor . Failure to require the removal of any defective or unauthorized work shall not constitute acceptance of such works . C5 - 5 . 11 SUBSTITUTE MATERIALS OR EQUIPMENT : If the gpe'cIfications , law, ordinance , codes or regulations permit Contractor to furnish or use a substitute that is equal to any material or equipment specified, and if Contractpr wishes to furnish or use a Proposed substitute , he ! shall , prior to the pre onstruction conference , make written application to ENCINEE.R for apgrr}val cf suciy substitFlte certifying in writing that the proposed substitute will perform adequately the functions called for by the general design , be similar and of equal substance to that spec% Tied arid' b.e suited to the same use and capable of performAng the 5amf_-, function as that specified; and identifying all vairl. ations of the proposed i C5-5 ( 5 ) substitute from that specified and indicating available maintenance service . No substitute shall be ordered or installed without the written .approval of Engineer who will be the judge of the equality and may require Contractor to furnish such other data about the proposed substitute as he considers pertinent , No substitute shall be ordered or installed without stich performance guarantee and bonds as Owner may require which shall be furnished at Contractor ' s expense. Contractor shall indemnify and hold harmless owner and Engineer and anyone directly or indirectly employed by either of them from and against the claims , damages, losses and expenses ( including attorneys fees) arising out of the use of substituted materials or equipment, C5-5 .12 SAMPLES AND TESTS OR MATERIALS: Where, in the opinion of the fig-ineer, or as called for in the Contract Docs M4cnts , tests of materials or equipment are necessary, such tests will be .made at the expense of and paid for direct to the testing agency by the Owner unless otherwise specifically provided. The failure of the Owner to make any tests of materials shall be in no way relieve the Contractor of his responsibility of furnishing materials and equipment fully conforming to the requirements of the Contract Documents . Tests and sampling of materials , unless -otherwise specified , will be made in accordance with the latest methods prescribed by tete American Society for Testing Materials or -9pecific requirements of the Owner . The Contractor shall provide such facilities as the Engineer may require for collecting and forwarding samples and shall not , without specific written permission of the Engineer , use the materials represented by the samples until tests have been made and the materials approved for use. The Contractor will furnish adegnat8 samples withotit charge to the Owner. in case of concrete , the aggregates , design minimum, and the mixing and transporting equipment shall be approved by the -Engineer before any concrete is placed , and the Contactor shall be responsible for replaciDq any concrete which does not meet the requirements of the Contract Documents. Tests shalL be made at least 9 days prior to the placing of conn-rete , using samples from the same aggregate, cement , and mortar which are to be used later in the concrete. Should the source of: supply change , new tests shall be made prior to the use of the new materials . C5--5 . 13 STORAGE OF MATERIALS : All materials which are to be used in the construction operation shall he stored so -as to insure the preservations of the gaality and fitness of the work. When directed by the Engirseer, they shall he placed on wooden platforms or othor hard , clean durable surfaces and not on the C5-5 (C) ground , and shall, be placed under cover when directed. Stored materials shall be placed and located so as to fcl.cii. itate prompt inspection. CS-5 . 14 EXISTING STRUCTURES AND UTILITIES: The location and dimensions shown on the Plans relatIve to existing utilities are based on the test information available. Omission from, or the inclusion of utility locations on the Plans Is not to be considered as the nonexistence of, or a definite location off existing underground utilities . The Iodation of many gas mains , water mains , conduits , sewer lines acrd service lines for all utilities , etc . , is unknown to the Owner , and the Owner assumes no responsibility for Eailure to show any or all such structures and utilities on the pians or to show thea i-n their exact location. It is mutually agreed that such failure will not be considered sufficient basis for claims for additional compensation for Extria Work or For increasing the pay quantities in any manner whatsoever, unless an obstruction encountered is such as to necessitate changes in the sines and grades of considerable magnitude or requires the building of special works, provision for which is not made in the Contract Docurncnts , in which case the provision in these Contract Documents for Extra Mork sbal.l apple. It shall be the Contractors resPonsibility to verify locations of adjacent and/oar conflicting utilities sulficiently in advance of construction in order that he may negotiate such local adjustments as necessary in the construction process to provide adequate clearances , The Contractor shall takeall necessary precautions in order to protect all existing utilities , structures and service lines , Verification of existing utilities, 5tructura5 and service lines shall include notification of all utility companies at least forty eight ( 48) hours in advance of construction including exploratory excavation if necessary . All veriFicakion of existing utilities and their adjustment shall be considered as subsidiary work. C5-5 . 15 INTERRUPTION OF SERVICE: a. Normal Prosecution : In the normal prosec*tuion of work when the interruption of sarvice is necessary , the Contractor , at least 24 hours in advance,, .s-hali be requirE�!d to: 1. Notify the a tar Department ' s Distribution Division as to location , time , and schedule of service interruption. C5--5 f 7) 2. ratify each customer personally Lhrough responsible personnel as to time and schedule of the interruption of their service, or 3. In the event that personal notification of a customer cannot be made , a prepared tag form shall be attached to the customer ' s entrance door knob . The tag shall be durable in composition, and in large bold type 'shell say; ItNOT ICE" Due to Utility Improvement in your neighborhood, your (water) ( sewer) service will be inter- rupted on between the hours of an This inconvenience will be as snort as passible. `'hank you, Contractor Address Phorxe b_ Emergency ; In the event that an unforeseen service nterruptfon occurs , notice shall be as abeve , but immediate. -5 .16 MUTUAL RESPONSIBILITY OF CONTRACTORS : If , through acts or neglect on the part of the Contractor , any other Contractor or any suis-contractor shall suffer loss or damage on the work, the Contractor agrees to settle with such other Contractor or suis-contractor by agreement or arbitration . If such other Contractor or sub-contractor shall assert any claim against the Owner on account of any damage alleged to have been sustained , the Owner will notify the Contractor , who shall indemnify and sage harmless the Owner against any such claim. C5-5 . 17 CLEAT-Up : Clean-up of surplus and/or waste materials accumulated on the job site durir7g the prosecution of the work under these Contract Documents shall be accomplishes) in keeping with -a daily routine astabi_ ished to the the satisfaction of the Engineer . Twenty -fours fours after written notice is given to Lhe Contractor that the clean-up nn the job site is proceeding in a manner un5;atisfactory to the Engineer- , it the Contractor fails to correct the C5-5 ( 8 ) unsatisfactory procedure, the City may talo such direct adtion as the Engineer deems appropriate to correct the clean-up deficiencies cited to the- Co'ntractor in the wrAtten notice, and the costs of such direct ation , pigs 25% of such costs , shall be deducted From monies due or to become due to the Contractor. Upon the completion of tete project as a whole as covered by these Contract Documents , and before final acceptance and final payment will be made, the Contractcr shall clean and remove from the site of the project all surplus and discarded materials , temporary structures, and debris of every kind.. He shall leave the site of all wort[ in a heat and uarderly condition equal to that which originally existed. Surplus and waste materials removed from the site of the work shall be disposed of at locations satisfactory to the Engineer. The Contractor shall thoroughly clean all equipment and materials installed by him and shall deliver over such materials and equipment in a bright , clean , polished and new appearing conn ition . No extra compensation will be made to the Contractor for any clean-up required on the project, C5-5 . 18 FINAL INSPECTION: Whenever the work provided for in and contemplated under the Contract Documents has been satisfactorily completed and Final cleanup performed , the Engineer will notify the proper officials of the Owner and request that the Final inspection be made . Such inspection will he made within 10 days after such notification . After such final, inspection, if the work and materials and equipment are Found satisfactory, the Contractor will be notified in writing of the acceptance of the same after the proper resolution has been passed by the City Council . No time charge will be made against the Contractor between said date of notification of the Engineer and the date of final inspection of the work. CS--5 ( 9 ) KI ' WOOD ' CITE V PART C - CE ERAL CONDITIONS 06--6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY SECTION C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY C:6-6.I LAWS TO BE OBSERVED: The Contractor shall at all times observe and comply with all Federal and State Laws and City ordinances and regulations which in any way affect the conduct of the work or his operations , and shall observe and comply with all orders, laws, ordinances and regulations which exist or which may be enacted later by bodies having jurisdiction or authority for such enactment. No plea of misunderstanding or ignorance thereof will be considered. The Contractor and his Sureties shall indemnify and save harmless the City and all of its officers , agents, and employees against any and all claims or liability arising from or loosed on the violation of any such law, ordinance , regulation , or order , whether it be by himself or his employees . Cfi-6 . 2 PERMITS AND LICENSES: -The Contractor shall procure all perm is end licenses , pap ;lJ1 charges , costs and fees , and give all notices necessary and incident to. the due and lawful prosecution of the work. C6-6 . 3 PATENTED DEVICES MATERIALS AND PROCESSES : Xf the Contractor is required or desires to use any design , device , material , or process covered by letter , pat.int, or copyright, he shall provide for sued use by suitable legal agreement with the patentee or owner of such patent , lettez, or copyrighted design . It is mutually agreed and understood that without exception the contract prices shall include all royalties or cost arising from patents , trade-marks, and copy rights in any way involved in the work . The Contractor and his sureties shall indemnify and save harmless the Owaear from any and all claims for infringement by reason of the use of any such patented design , device , material or process , or any trade-mark of copy right in connection with the work agreed to be performed under these Contract Documents , and shall indemnify the Owner Ecr any cost, expense, or damage which It may be obliged to pay by reason of such infz-ingement at any time during the prosecution of the work or after completion of the work, provided , however, that the owner will assume the responsibility to defend any and all suits brought for the In€ringetent of any patent claimed to be infringed upon by the design , type of canstructlon or material or equipment specified in the Contract Documents furnished the Contractor i by the owner , and to hold the Contractor harmless on account of such suits . C6-6 (1 ) i C6-6 . 4 SANITARY PROVISIONS : The Contractor shall establish and enforce among his employees such regulations. in regard to cleanliness and disposal of garbage and waste as will tend to prevent the inception and spread of infectious or contagious diseases and to effectively prevent the creation of a nuisance about the work on any property either public or private, and such regulations as are required by Law shall be put into immediate force and effect by the Contractor . The necessary sanitary conveniences for use of laborers on the work , properly secladed from public observation , shall be constructed and maintained by the Contractor and their use shall be strictly enforced by the Contractor . All such facilities shall be kept in a clean and Sanitary condition, free from objectionable odors so as not to cause a nuisance . All sanitary laws and regulations of the State of Texas and the City shall be strictly complied with. C6-6 . 5 PUBLIC SAFETY ANDCONVENIENCE: Materials or equipment stored about the work shall be so placed and used , and the work shall at all times be so conducted , as to cause no greater obstruction or inconvenience to the public than is considered to be absolutely necessary by the Engineer . The Contractor is required to maintain at all times all phases of his work in such a manner as not to impair the safety or convenience of the public, including , but not limited to, safe and convenient ingress and egress to property contiguous to the work area . The Contractor shall make adequate provisions to render reasonable ingress and egress for normal vehicular traffic, except during actual trenching or pipe installation operations , at all driveway crossings . such provisions may include bridging, placement of crushed stone or gravel or such other means of providing proper ingress and egress for the property served by the driveway as the Engineer may approve as appropriate. Such other means may include the diversion of driveway traffic, with specific approval by the Engineer . if diversion of traffic is approved by the Engineer at any location, the Contractor shall mate arrangements satisfactory to the Engineer at any location , the Contractor shall make arrangements satisfactory to the Engineer for the diversion of traffic , and shall , at his awn expense, provide all materials and perform all work necessary Foo the construction and maintenance of roadways and brldges for such diversion of traffic . Sidewalks mast not be obstructed c-xcept by special permission of the Engineer. The materials excavated and the construction materials such as pipe used in the construction of the work Eihall be placed so as not to endanger the work or prevent free access to all fire hydrants, fire alarm boxes , police call boxes , wati-ar valves , C6-6 (2 ) gas values , or manholes in the vicinity. The Owner reserves the .right to remedy any neglect on the part of the Contractor as regards to. public convenience and safety which may come to its attention, after twenty-four hours notice in writing to the Contractor , save in cases of emergency when it shall have the right to remedy any neglect without notice , and in either ease, the cost of such work done or materials furnished by the Owner or by the City shall be deducted from monies ague or to become due to the Contractor . The Contractor , after approval of the Engineer, shall notify the Fire Department Headquarters, 'Traffic Engineer , and Police Department, when any street or alley is requested to be closed or obstructed or any firer hydrant is to be made inaccessible , and, when so directed by the Engineer, shall keep any street, streets, or highways in condition for unobstructed use by fire apparatus , The Contractor small promptly notify the Fire Department Headquarters when all such obstructed streets , alleys, or hydrants are again placed back in service. Where the Contractor is required to construct temporary bridges or make other arrangements fpr crossing over ditches or streams , his responsibility for accidents in connection with such crossings shall include the roadway approaches as well as the structures of such crossings . The Contractor shall at all times conduct his operation and the use of construction machinery so as not to damage or destroy trees and shrubs located in close proximity �c or on the site of the work. Wherever any such damar�e may be done , the Contractor shall immediately satisfy al-1 claims of property owners, and no payment will be made. by' the Owner in settlement of such claims. The Contractor small file with the, Engineer a written staterperit showing all such claims adjusted. C6 -6 . 6 PRIVILEGES OF CONTRACTOR IN STREETS ALLEYS AND RIGHT-OF-WAY : For the performance of the contract , the Contractor will be permitted to use and occupy such portions of the public streets and alleys , or other public places or other rights-of-way as provided for in the ordinances of the City , as shoran in the Contract Documents , or au may be specifically authorized in writing by the Engineer . A reasonable amount of tools , materials , and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations . Excavated and waste materials shall be piled or stacked in such a way as not to inter.fere with the use of spaces that may be designated to he left free and unobstructed and so as not to inconvenience occupants of adjacent property . If the street is occupied by railway tracks, the work shall be C6-6 t 3 ? I carried on in such manner as not to interfere with the operation of trains , loading or unloading of cars, etc . Other contractors of the Owner may, for all purposes required by the contract , enter upon the work and premises used by the Contractor and shall be provided all reasonable facilities and assistance for the completion of adjoining work . Any additional grounds desired by the Contractor for his use shall be provided by him at his own cast and expense. C6-6 . 7 RAILWAY CROSSINGS : When the work encroaches upon any r g t4of-way of any-railway, the City will secure the necessary easement for the work. where the railway tracks are to be crossed $ the Contractor shall observe all the regulations and instructions of the railway company as to the methods of performing the work and take all precautions for safety of property and the public . Negotiations with the railway companies for permits shall be done by and through the City. The Contractor shall give the City notice not less than five days prior to the time of his intentions to begin work on that portion of the project which is related to the rai_Iway properties . The Contractor will not be given extra or additional compensation for such ,railway crossings unless specifically set forth in the Contract Documents. 6-6 . 8 BARRI ADES WARNINGS AND WATCHMEN : Where the work is carried on in or adjacent to any street , alley , or public placer the Contractor shall at his own expense furnish , erect , and maintain such barricades , fences , lights and danger signals , shall provide such watchmen, and shall take all such other precautionary measures for the protection of persons or property and of the work as are necessary . barricades and fences shall be painted in a calor that will be visible at night. from sunset to sunrise the Contractor shall furnish and maintain at least one easily visible burning light at each barricade . A sufficient number of barricades shall be erected and maintained to keep pedestrians away from, and vehicles from being driven on or into, any work under construction or being maintained. The Contractor shall furnish watchmen and keep them at their respective assignments in sufficient numbers to protect the work and prev8nt accident or damage. All installations and procedures shall be cenelstent with the provisions set forth in the " 198Q Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the " State of Texas Uniform Act Regulating Traffic on Highways " , codified as Article iG701d Veron ' s Civil Statutes , pertinent sections being Section Nos. 27 , 29 , 30 and 31. f:-6 ( 4 ) The Contractor will not remove any regulatory sign , Instructional sign, street name sign , or other sign which has been erected by the City. If it is determined that a sign must be removed to 'permit required construction , the Contractor shall contact the Transportation and Public Works department , Signs and Markings Division ( pbone number 8780-8075 ) , to remove the sign . In tete case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above referenced manual and such temporary sign must be installed prior to the removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet the required specifications , the permanent sign shall be left in place until the temporary sign requirements are raet . when construction work is completed to the extent that the permanent sign can be re-installed, the Contractor shall agefin contact the Signs and markings Division to re-install the permanent sign and shell Leave his temporary sign in place until such re-installation is completed. The Contractor will be held responsible for all. damage to the work or the public due to failure of barricades , signs , Eences , lights , or watchmen to protect them . Whenever evidence is found of such damage to the work the E- ngirneer may order the damaged portion immediately removed and replaced by the Contractor at the Contractor ' s own expense . The Contractor t s responsibility for the maintenance of barricades , signs , fences and lights , and for providing watchmen shall not cease until the project shall have been completed and accepted by the Owner. No compensation , except as specifically provided in these Contract Documents , will be paid to the Contractor for the work and materials involved in the constructing , providing , and maintaining of barricades , signs , fences , and lights or for salaries of watchmen for the subsequent removal and disposal of such barricades , signs , or for any other incidentals necessary for the proper protection , safety, and convenience of tete public during the contract period, as this work is considered to be subsidiary to the several items for which unit or lump sum prices are requested in the Proposal. C' 6- 6 . 9 USE OF EXPLOSIVES , DROP WEIGHT , ETC . : Should the Contractor elect to use explosives, drop weight , etc . , in the prosecution of the work the utmost care shall be exercised at all times so as not to endanger life or property . The Contractor shall notiEy the proper representative of any public service corporation , any c 6mpany , individual , or utility, and the owner , not less than twenty-four hours In C -6 (5 ) I advance of the use of any activity which might damage or endanger their or his property along or adjacent to the work. Where the use of explosives is to be permitted on the project, as specified in the Special Contract Documents , or the use of explosives is requested, the Contractor shall submit notice to the Engineer in writing twenty-four hours prior to commencing and shall furnish evidence that he has insurance coverage to protect against any damages and/or injuries arising out of such use of exglosLves . All claims arising out of the use of explosives shall be investigated and a written report made by the Contractor ' s insurers to the Engineer within ten (10 ) clays after receipt of written notice of the claim to the Contractor from either the City or the claimant . The City 5hal l proceed to give notice to the Contractor of any such claim. The use of explosives may be suspended by the Engineer if any complaint is received and such use shall not be resumed until the cause of the complaint has been addressed. Whenever explosives are stored or kept, they shall be stored in a safe and secure manner and all storage places shall be plainly marked "DANGEROUS EXPLOSIVES" and shall be under the care of a competent watchman at all times . All vehicles in which explosives are being transported shall be plainly marked as mentioned above and shall , insofar as possible, not use heaver traffic routes . C6-6 . 10 WORK WITHIN EASEMENTS : Where tete worn passes over, through , or into private property , the Owner will provide such right-of --gray or easement privileges as the City may deem necessary for the prosecution of the work. Any additional rights--of -way or work area considered necessary by the Contractor shall be provided by him at his own expense . Such additional rights-of-way or work area shall be acquired for the benefit of the City . The City shall be notified in waiting as to the rights so acquired before work begins in the affected area . The Contractor shall not enter upon private property for any purpose without having previously obtained permission from the owner of such property . The Contractor will not be allowed to store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by thn Contractor and a copy furnished to the Engineer . Unless specifically provided otherwise , the Contractor shall clear alt rights-of-war or easements of obstructions which must be removed to make possible proper prosecution of the work as a part of the project constructioa operations . The Contractor shall be responsible tar the preservation of and shall use Cfi-6 (6 ) every precaution to prevent damage to all trees , shrubbery, plants, lawns , fences, culverts, curbing, and all other types of structures or improvements, to all water , sever, -and gas lines, to all conduits , overheA pale lines , or appurtenances therea£, including the construction of temporary fences, and to all other public or private property along adjacent to the work. The Contractor shall notify the proper representatives of owners or occupants of public or private lauds or interest in lands which might be affected by tete work. Such notice skull be made at lust 48 hours in advance of the beginning of the worm. Notices shall be applicable to both public and private utility companies or any corporation , company, individual , or other , either as owners of occupants , whose land or interest in land might affected by the work. The Contractor shall be responsible for all damage or injury to property of any character resulting from any act , omission , neglect , or misconduct in the manner or method or exec'Aion of the work, or at any time due to defective work, material, or equipment. When and where any direct or indirect or injury is done to public or private property on account of any act. , omission , neglect , or misconduct in the execution of the work, or in consequence of the non-execution thereof on the part of the Contractor , he skull restore or have restored at his own cast and expense such property to a condition at least equal to that existing before such damage or injury was done, by repairing , rehuilding, or otherwise replacing and restoring as may be directed by the Owner , or he shall make good such damag4�s or injury in a manner acceptable to the owner of the property and the gngineer . All fences encountered and removed during construction of this project shall be restored to the original or a better than original condition upon completion of this project. i When wire fencing, either wire mesh or barbEed wire is to be crossed , the Contractor shall set arose braced posts on either ziide of permanent easement before the ,fence is out . Should additional fence cats be nec.essary, the Contractor shall provide crass braced pasts at point of the proposed cut in addition to the cross braced posts provided at the permanent easements limits, before the fence is cut. i Temporary fencing shall be erected in place of the fencing removed whenever the work is not in progress and when the i site is vacated overnight, and/or at all times to prevent livastoQk Erom entering the construction area . The cost for Fence removal , temporary clnsures and replacement shah, be 5ubsidlary to the various items kid in the project C6-6 ( 7 )' proposal . Therefore, no separate payment shall be allowed for any service associated wit# this work. In case of failure on the part of the Contractor to restore such property to make good such damage or injury , the Owner may , upon 48 hour written notice under ordinary circumstances, and without notice when a nuisance or hazardous condition results , proceed to repair , rebuild, or otherwise restore such property as may be determined by the owner to be necessary, and the cost thereby will be deducted from an-y monies clue or to became due to the Contractor under this Contract. 6-6 . 11 INDEPENDENT CONTRACTOR: It is understood and agreed by the part es hereto that Contractor shall perform all work and services hereunder .as an independent contractor , and not as an officer , agent , servant or employee of the Owner . Contractor shall have exclusive control of and the exclusive right to control the details of all the work and services performed hereunder , and all persons performing same , and shall be solely responsible for the acts and omissions of its officers , ,agents , sen- rvants , employees , contractors , subcontractors , licensees and invitees . The doctrine of respondeat superior shall not apply as between Owner and Contractor , its officers , agents , employees , contractors and subcontr.actors , and nothing herein shall be construed as creating a partnership or joint enterprise between owner and Contractor. C6 - 6 . 12 CONTRACTOR ' S RESPONSIBILITY FOR DAMAGE CLAIMS : Contractor covenants and agrees to, and does hereby indemnify , hold harmless and defend Owner , its officers , agents , servants , and employees from and against any an all claims or suits lox property damage or lass and/or personal injury , including death, to any and all persons, of what8oever kind or character , whether real or asserted , arising out of or in connection with, directly or indirectly, the work and services to be performed herei�inder by Contractor, its officers, agents , employees , contractors , srsbcontractora, licensees or invitees , whether o-r not caused , in whole or in part , by alleged negligence on the part of officers , agents , servants , employees , contractors , subcontractora, licensees and invitees of the Owners and said Contractor noes hereby covenant and agree to assume all liability and responsibility of Owner { its officer's agents , servants and employees for property. carnage or loss , and/or p-eraorxal injuries , including death, to any and all persons of whatsoever kind or character , whether real or asserted , arising out of or in connection with , directly or indirectly, the work and services to be perEormed hereunder by Contractor , its officerE5 , agents employes , contractors , sobcoritractQrs, licensees and whether or not vaused , C5-6 �3 ) in whale or In. part , by alleged negligence of officers , agents , servants , employees , contractors , subcontractors , licensees or invitees of the Owner . Contractor likewise covenants and agrees to, and does hereby, indemnify and hold harmless Owner from and against any and all inju.ries, loss or damages to property of the Owner during the performance of any of the terms and conditions of this Contract, whether arising out of or in connection with or resulting from, in whale or in part , any and all alleged acts or omissioaxr of officers , agents , servants employees , contractors , subcontractors , licenses, or invitees of the owner. In the event a writt-ert claim for damages against the contractor or its subcontractors remains unsettled at the time all work on the project has been completed to the satisfaction of the Director of the eater Department , as evidenced by- a final inspection, final payment to the Contractor shall not be recommended by the Director of the Water Department for a period of 30 days after the date of such final inspection , unless the Contractor shall submit written evidence satisfactory to the Director that the claim has leen settled and a release has been obtained from the claimant involved. If the claim concerned remains unsettled as of the expiration of the above 30-clay period, the Contractor may be deemed to be entitled to a semifinal payment for work completed, such semi-final payment to be in an amount equal to the total dollar amount then due less the dollar value of any written claims pending against the Contractor arising out of the performance of ouch work, and such semi-final payment may theca be recommender) by the Director . The Director shall not recommend final payment to a Contractor against wham such a claim for damages is outstanding for a period of six months following the date of the acceptance 'of the work performed unless the Contractor submits evidence in writing satisfactory to the Dikeetor that: 1 . The claim has been settled and a release has been obtained from the claimant involved, or J2. Good faith efforts have been made to settle such outstanding claims , and such good faith efforts have failed. If condition ( 1 ) above is met at any time within the six month period, the Director shall recommend that the final paymL� -nt to i the Contractor be Stade . If condition ( ) above is met at any time within the six inonth period , the Director may recommend that the final P.ayment to the Contractor be made . 4t the i C6-6 (9 ) expiration of the six month period the Director may recommend that final payment be made if all other work has been performed and all other obligations of the Contractor have been met to the satisfaction of the Director. The Director may, if he deems it appropriate, refuse to accept bids on other Water Department Contract work from a Contractor against whom a claim for damages is outstanding as -a result of work performed under a City contract . C6-6 . 13 CONTRACTOR' S CLAIM FOR DAMAGES: Should the Contractor Fl—ail--m co-mpensation for any alleged damage by reason of the acts or omissions of the Owner , he shall within three days after the actaal sustaining of such alleged damage , snake a written statement to the Engineer , setting out in detail the nature of the alleged damage, and on or before the 25th day of the month succeeding that in which any such damages is claimed to have been sustained , the Contractor shall file with the Engineer an itemized statement of the details and amount of such alleged damage and, upon request, shall give the Engineer access to all books of account , receipts , vouchers , hills of lading, and athar books or papers containing any evidence as to the amount of such alleged damage. Unless such statements shall be filed as hereinabove required, the Contractor ' s claim for compensation shall be waived, and he shall not be entitled to payment an account of such damages. 6--6 . 14 ADJUSTMENT OR RELOCATION OF PUBLIC UTILITIESt ETC, In case it i5 necessary to change , move , or alter in any manner the property of a public utility or others, the said property shall not be mored or inte.rtered with until orders thereupon have been issued by the Engineer . The right is reserved to the owners of public utilities to enter the geographical limits of the Contract dor the purpose of making such changes or- repairs to their property that may be necessary by the pekfbrmance of this contract. 06--6 . 15 TEMPORARY SEWER AND DRAIN CONNECTIONS: When existing sewer line8 have to be taken up or removed , the Contractor shall , at his own ex pens and cost , provide and maintain temporary outlets and connections for all private or public drains and sewers . The Contractor shall also take care of all sewage and drainage which will be received From these drains and sewers , and for this purpose he shall provide and maintain , at his own cost and expense , adequate ptimping Eatcilities and temporary outlets or diversions. The Contr.actor , at his own cast and expense, shall construct such troughs , pipes , or other structures necessary , and be prepared at all times to dispose of drainage and sewage C6-5 (10 ) received from these temporary connections until such times as the permanent connections are built and are in service. The existing sewers and connections shall be kept in service and maintained under the Contract , except when specif ied or ordered to be abandoned by the Engineer . All water, sewage, and other waste shall be disposed of in a satisfactory manner so that no nuisance is created and so that the work under construction will be adequately protected. C6-6 . 16 ARRANGEMENT AND CHARGES FOR WATER FURNISHED BY THE CITY: When the Contractor desires to use Cit} water in connection with any construction work, he stall make complete and satisfactory arrangements with the Fort Worth City Water Departmen� Eor so doing. City water furnished to the Contractor shall be delivered to the Contractor from a connection on an existing City main . All piping required beyond the point of delivery shall be installed by the Contractor at his own expense. The Contractor ' s responsibility in th8 use of all existing fire hydrant and/or valves is detailed in Section F.2--1 . 2 USE OF FIDE HYDRANTS AND VALVES in these General Contract Documents. When meters are used to measure the water, the charges , if ars , for water will be at the regular established rates . When meters are not used , the charges , if any , will be as prescribed by the City Ordinance , or where no ordinance applies , payment shall be made on estimates and rates established by the Director of the Fort Worth Water Department. C6-6 . 17 USE OF A SECTION OR PORTION OF THE WORK: Whenever, in the opinion of the Engineer , any section or portion of the work or any structure is in suitable condition, it may be put into use upon the written order of the Engineer , and such usage shall not be helm to be in any gray an acceptance of said work or structure or any part thereof or as a waiver of any of th4a provisions of these Contract Documents . All necessary repairs and removals of any section of the work so put into use, due to defective makeri.als or workmanship, equipment, or to deficient operations on the part of the Contractor , shall be performed by the Contractor at his own expense, C6-6 . 18 CONTRACTOR ' S RESPONSIBILITY FOR THE WORK : until written acceptance by the Owner as provided Ear in these Contract llccuments , the work shall be under the chane and care of the Contractor , and lie shall take every necessary precaution to prevent injury or damage to the work or any part Cf--6 (11 ) thereof by action of the elements or from any cause whatsoever, whether arising from the execution or nonexecution of the wont . The Contractor --shall rebuild, repair, restore, and make good at his own expense all injuries or damage to any portion of the work occasioned by any of the hereinabove causes . Qfr-6 . 19 NO WAIVER OF LEGAL RIGHTS: Inspection by the Engineer or any order by the Owner by payment of money or any payment for or acceptance of any work , or any extension of time, or any possession taken by the City shall not operate as a waiver of any provision of the Contract Documents. Any waiver of any breach or Contract shall not be held to be a waiver of any other or subsequent breach. The Owner reserves the right to correct any error that may be discovered in any estimate that may have been paid and to adjust the same to meet the requirements of the Contract Documents . C6-6 . 20 PERSONAL LIABILITY OF PUBLIC OFFICIALS: In carrying out the proves oris of these Contract Documents or in exercising any power of authority granted thereunder, them shall be no liability upon the authoTized representatives of the Owa er , either personally or otherwise as they are agents and representatives of the City. C6-6 . 21 STATE SALES TAX: On a contract awarded by the City of Fort Warta , an organization which qualities for exemption pursuant the provisions of Article 20 . 04 € H1 of the Texas Limiter] Sales , excise , and Use Tax Act , the Contractor may purchase , rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an examption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller ' s. Ruling . 407 . Any such exemption certificate issued by tete Contractor in lieu of thr� tax shall be subject to and shall comply with the provisions of State Comptroller ' s Ruling . 011 , and any other applicable State Coruptroller rulings pertaining to tete T+-xas Limited Sales , Exciae, and Use Tax Act. on a contract awarded by a developer for the constr.action of a publicly-owned improvement in a street r %ght-of-way o.r other easement which has been d:edicated to the public and the City of Fort Worth, an organization which quaLiEies fo-r exemption pursuant to the provisions of Article 20 . 44 LH ? of the Texas limited Sales , Rxcise, and Use Tax Act , the Contractor can probably be exempt+ d in the same manner staked above. C6-6 ( 12 ) Limited Sale, Excise and Use Tax permits and in£olmation can be obtained from■ Comptroller of Public Accounts Sale Tax Division Capital Station Austin, TX cE-§ (13 ) PALET C # GENERAL CONDITIONS C7-7 PROSBCUTION AND PROGRESS SECTION C7-7 PROSECUTION AND PROGRESS : 7-7 . 1 SUBLETTrNO The Contractor small perform with his own organization, anJ with the assistance of workman under his immediate super intendance, work of a value of not less than fifty (50% ) percent of the value embraced in the contract . if the Contractor sublets any part of the work to he done under these Contract Documents, he will not under any circumstances he relieved of the responsibility and obligation assumed under these Contract Documents . All transactions of the Engineer will be with' the Contractor . Subcontractors will be considered only in the capacity of employees ar workmen of the Contractor and shall be subject to the same requirements as to character and competency . The Owner will not recognize any subcontractor on the work. The Contractor skull at all times, when the work is in operation, be represented either in person or by a superintendent or other designated representatives. C7-7 . 2 ASSIGNMENT OF CONTRACT : Ths Contractor small not assign, tzansfer, su let, convey , or otherwise dispose of the contract or his rights , title, or interest in or to the same or any part thereof without the previous consent of the Owner expressed by resolution of the City Council and concurred in by the Sureties. If the Contractor does, without such Previous consent, assign, transfer, sublet, convey, or otherwise dispose of the contract or his right, title, or interest therein or any part thereof., to any person -or persons , partnership , cornpanY , firm , .or corporation , or does by bankruptcy, voluntary or involuntary, or by assignment uflder the insolvency Laws of any state , attempt to dispose of the contract may, at the option of the Owner be revoked and annulled , unless the Sureties shall successfully complete said contract , and in the event of aay such revocation or annulment, any monies due or to be-came due sander or by virtue of said contract shall be retained by the Owner as liquidated damages for the reason that it would be impracticable and extremely difficult to fisc the actual damages. C7 -7 . 3 PROSECUTION OF THE WORK : Prior to beginning any construction operation , the Contractor shall submit to the Engineer in five or more copies, if requested by the Engineer, a Progress schedule preferably in chart or diagram form, or a brief outlining in detail and step by step the manner of 7--7 ( 1 ) prosecuting the work and ordering materials and equipment which he expects to Eollow in order to complete the project in the scheduled time. There shall also be submitted a table of estimated amounts to be earned by the Contractor during each monthly estimate period. The Contractor shall commerce the work to be performed under this contract within the time limit stated in these Contract Documents and shall conduct the work in a continuous manner and with sufficient equi.pmentr materials , and labor as is necessary to insure its completion within the time limit. The sequence requested of all construction operations shall be at all times as specified i-n the Special Contract Documents . Any deviation from scuh sequencing shall be submaitted to the Engineer for lois approval. Contractor shall not proceed with any deviation until he has received written approval from the Engineer . Such specification or approval by the Engineer shall not relieve the Contractor from the full responsibility of the complete performance of the Contract. The contract time may be changed only as set forth in Section C7-7 . 8 "Extension of Time of Completion " of this Agreement , and a progress schedule shall not constitute a change in the contract time. C7-7 . 4 LIMITATIONS OF OPERATIONS : The working operations shall at all times be conducted by the OontractQr so as to creata a minimum amount of inconvenience to the public. At any time when , in the judgment of the Engineer , the Contractor has obstructed or closed or is carrying on op.eraticns in a portion of a street or public way greater khan is fte-cessary Cor the proper execution of the work, the Engineer may require the Contractor to finish the. section on which operations are in progress before the work is commenced on any additional section or street, C7-7 . 5 CHARACTER OF WORKMEN AND EQUIPMENT: Local labor shall be used by the Contractor is available. The Contractor may bring in from outside the City of Fort Worth his key men and his superintendent . All othtar workmen , including equipment operators , may be imported only after the local supply is exhausted . The Coatractor shall emPloy Only such superintendents , fcreinen , and workmen who ars careful , competent, and fully qualified to perforin the duties or tasks assigned to there , and the Engineer may remand and secure the summary dismissal of any pereon or persons employed by the Contractor in or about or Qn the work wbo, in the opinion of the owner , shah mi :�conduct himself or be found to he incompetent , disrespectful , intemperate , dishonest , or C7-7 { 2 ) otherwise objectionable or neglectful in the proper performance of his or their duties, or who neglects or refuses to comply with or carry out the directions of the Owner, and such person or persons shall not be employed agair) thereon without written consent of the Engineer . All workmen shall have sufficient skill , ability , and experience to properly perform the work assigned to them and operate any equipment necessary to properly carry out the performance of the assigned duties . The Contractor shall furnish and maintain on the worts all such equipment as is considered to be necessary for prosecution of the work in an acceptable manner and at a satisfactory rate of progress . All equipment , tools , and machinery used for handling materials and executing any part of the work shall 4e subject to the approval of the Engineer and shall be maintained in a satisfactory , safe and efficient working condition. &quipment on any portion of the work shall be' such that no ire jury to the work, workmen or adjacent property will result from its use. C7-7 . 6 WQFX SCHEDULE: Elapsed working days ohall he computed starting with the first day of work completed as defined in CI-1 . 23 " WORKING DAY" or the date stipulated in the "WORK ORDER" for beginning work, whichever comes first. Nothing in these Contract Documents shall be construed as prohibiting the Contractor from working on Saturday , Sunday or Legal Holidays , providing that the Following requirements are met ; A request to work on a specific Saturday, Sunday. or Legal Holiday must be made to the Engineer no later than the proceeding Thursday. b. Any work to be done ria Lhe project on such a specific Saturday, Sunday or .Legal Holiday must 6e , in the opinion of the Engineer , essential to the timely completion of the project. The Engineer ' s decision shall he final in response to szsch a request for approval to work on a speciEic Saturday, Sunday or Legal Holiday , and no extra compen-sation rphall be allowed to the Contractor for arty work perform4�-,d on such a specific Saturday, Sunday or Legal Holiday. Calendar Days shall be defined in Cl-1 . 24 and the Contractor may work as he so desires . C7--7 ( 3i C7-7 .7 TXME OF COMMENCEMENT AND COMPLETION: The Contractor shall corftmf�nce the working operations within the time specified -in the Contract Documents and set forth in the Work Dreier. failure to do so shall be considered by the Owner as abandonment of the Contract by the Contractor and the owner may proceed as he sees fit. The Contractor shall maintain a rate of progress such as will insure that the whole work will be performed and the premises cleaned up in accordance with the Contract Documents and within the time establishp-d in such documents and such extension of time as may be properly authorized by the owner. C7-7 . 8 EXTENSION OF TIME COMPLETION: The Contractor 's request for an extension of time of completion small be considerer) only when the request for such extension .is sixbmitted in writing to the Engineer within seven days from and after the time allego.d cause of delay shall have occurred . Should ars extension of the time of completion be requested such request will be forwarded to the City Council for approval . in adjusting the contract time for completion of work , consideration will be given to unforseeable causes beyond the control of and without the fault or negligence of the Contractor, including but limited to acts of the public enemy , acts of the Owner , -fire , flood , tornadoes , apidemics , quarantine restrictions , strikes, freight embargoes , or delays of sub-contractors due to such causes . When the date of completion is based on a calendar day bid,, a request for extension of time becausL- of inrlement weather will not be considered . A request for extension of time due to inability to obtain supplies and materials will be considered only when a review of the Contractor ' s purchase order dates and other pertinent data as teguested by the Engineer indicates that the Contractor has made a bonafide attempt to secure deliverer on schedule . This shall include efforts to obtain the suppltes and materials from alternate sources in case the first source cannot make delivery . if satisfactory execution and completion of the contract should require work and materia I5 in greater amounts or quantities than those set forth in the approved ConEract Documents , then the coatract time may be i nzraast-d by Change order. C7-7 . 9 DELAYS ; The Contractor shall receivLb no ccmper�satzon for delays or hindrances to the work , except when direct and unavoidable extra cost to the Cant.,ra-cto.r is caused by the Eailure of the City to provide inFurmation or material , if C7-7 ( 4 ) any, which is to be furnished by the city . When such extra compensation is claimed a written statement thereof Shall be presented by the Contractor to the Engineer and .if by him found correct shall be approved and referred by him to the Council for final approval or disapproval ; and the action thereon by the Co+irzeil shall be final and binding . If delay is caused by spe.oif-ic orders given by the Engineers to stop work, or by the performance of extra work, or by the failure of the City to provide material or necessary instructions for carrying on the work , thea such doiay will entitle the Contractor to an equivalent extension of time, his application for which shall , however , be subject to the approval of the City Council ; and no such extension of time shall release the Contractor or thesurety on his performance bond from all his obligations hereunder which shall remain in full force until the discharge of the contract. C7-7 . 10 TIME OF COMPLETION: The time of completion is an essential element of the contract. Each bidder shall indicate in the appropriate place an the last page of the proposal the number of working days or calendar days that he will require to fully complete this contract or the time of completion will be specified by the City in the Proposal section of the contract documents. The number of days indicated shall be a realistic estimate of the time required to complete the work covered by the speciEic contract being bid upon The amount of time so stated by the successful bidder x:)r the City will became the time of completion specified in the Contract Documents. For each calendar day that any work shall remains uncompleted after the time specified in the Contract Documents , or the increased time granted by the Owner, or as automatically increased by additional work or materials ordezed after the contract is signed, the sum per day givers in the following schedule , unless otherwise specified in other parts of the Contract Documents , will bededucted from monies due the Contractor, not as a p-enalty , but as ,liquidated damages suffered by the owner. AMOUNT OF CONTRACT Tres than $ S , 000 inclusive $ 35. 00 5 , 001 to $ 15, 000 inclusive 45 . 00 $ 15 , 001 to 25, 000 inclusive 63 . 00 25 , 001 to 50 , 000 incxusivr_- 1QS. 00 50 , 001 to 100 , 000 inclusive 1.54 . 00 1001001 to 500 , 00.0 inclusive $ 210 . 00 C7-7 ( 5 ) CITY U11CISF1111" [ff. RURIRJ Y\, 500, 001 to $1 ,400 , 000 inclusive $ 315. 00 $1e0000001 to $2 , 000 , 000 incliislve- $ 420. 04 $2 , 000 , 001 and over 630. 04 The parties hereto understand and agree that any harm to the City caused by the Contractor ' s delay in completing the work herounder in the time specified by the Contract Documents Mould be incapable or very difficult of accurate estimation, and that the "Amount of Liquidated Damages Per Day" , as set out above, is a Treasonable forecast of just compensation due the City Eor harm caused by any delay. C7-7 . 11 SUSPENSION BY COURT ORDER: The Contractor shall suspend operations on such part or parts of the work ordered by any court , and will not be entitled to additional compensation by virtue of such court order . Neither will he be liable to the City its the event the work is suspended by a Court Order . Neither will the owner be liable to the Contractor by virtue of any Count Order or action for which the Owner is not solely responsible. 7-7 . 12 TEMPORARY SUSPENSION: The owner shall have the right to suspend the work operation wholly or in part for such period or periods of time as he may deem necessary due to unsuitable weather conditions or any other unfavorable conditions which in the opinion of the Owner or Engineer cause further prosecution of the work to be unsatisfactory or detrimental to the interest of the project. During temporary suspension of work covered by this contract , for any reason , the Owner will make no extra payment .for stand-by time of construction equipment and/or construction crews . If it should became necessary t.o s►aspend work for an indefinite period, the CQnt.ractc�r shall stare all materials in such manger that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage ver deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where uecessatry .. Should the Contractor not be able to complete a portion of the project due to causes beyond the control of and without the fault or negligence of the Contractor ae set Eorth in Paragraph C7-7 . 8 EXTENSION OF THE TIME OF CORPLE`L' ION , and should it be determined by mutual consent of the Contractor and the Engineer that a solution to allow construction to proceed is not available within a reasonable period of time, thea the Contractor may he reimbursed Ear the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the Engineer- C7-7 ( f ) that construction may be resuinda. Such retmbursoment shall be based on actual cost to the Contractoi.r of moving the equipment and no profit will be allowed. No {reimbursement shall be allowed if the equipment is moved to another construction project Eor the City of Fort worth. The Contractor shall not suspend work without Written, notice from the -Enginear and shall proceed with the work operations promptly when notiEied by the Engineer to so resume operations . C7- 7 . 13 TERMINATION OF CONTRACT DATE TO NATIONAL EMERGENCY : Wherever, because of National. Ljnergeney, so declared by the President of the United States or other .law.ful authorit r it becomes impossible for the Contractor to obtain all of the necessary labor , materials, and equipnneht for the prosecution of the work with reasonable continuity for a period of two months , the Contractor shan't within seven days notify the City in writing, giving a detailed statement oE_ tete efforts which have been made and listing all necessary items QE labor , materials , and equipment not obtainable . If , anter investigations , the Owner finds that such conditions existing and that the inability of the Contractor to proceed in not attributable in whole or in part to the fault nr r;egla�ct of the Contract, then if the Owner cannot after reasonable -,effort assist the Contractor in procuring and maki-rig available the neces8ary labor , inateri.a.ls and equipment within thirty days , the Contractor may request the Owner to terminate the contract ai-id the Owner may comply with the request, and th:a termiriation shall be conditioned and [used upor7 a final settlement mutually acceptable to bot4 'tire Owner and thn Contract-or and final Payment shall be made in accordance with Lhe terrns O.E the agreed settlement , which shall include, but not tie limiteJ tO , the payment for all worst execliteri but ai;� antici.rpat?d profits on wont which has not neon performed. C7--7.14 SUSPENSION OR A$AKDONMENT OF THE WORK AND ANNULMENT OF CONTRACT ; The work operations on all -) r any portion or section of the work under ContracE shall bo siigpen ed immediately on written order f_ -th-e -Rngirleer or the Contract may be d-�clared can-celled by the City colins--it F0r an, gaos] ar)j sufficient ca-ase. The following , by way of example , but not of limitation , may be consiSered grounds for s-nsper1sion or Qancel laktion r a . Failure of the Contractor tri eornrnerscr;� work operatiOWZ within the tiMe 4necified in the W-.irk Ctder issued by tale Owner . C7-7 ("7 ) b. Subst.antial evidence that progress of the work operations by Contractor is insufficient to complete the work within .the specified time. C. Failure of the Contractor to provide and maintain sufficient labor and equipment to properly execute the working operaticets. d. Substantial evidence that the Contractor has abandoned the work. e. Substantial evidence that the Contractor has become insolvent or bankrupt , or otherwise financially unable to carry on the work satisfactorily. f. Failure on the part of the Contractor to observe any requirements of the Contract Documents or to comply with any orders given by the Engineer or Owner provided for in these Contract Documents, g, Failure of the Contractor promptly to make good- any defect in materials or workmanship , or any defects of any nature tyre correction of which has been directed in uniting by the Engineer or the Owner. h. Substantial e.rridenae of collusion for the purposes of illegally procuring a contract or perpetrating fraud on the City in the construction of work under contract . i . A substantial indication that the Contractor has made an unauthorized assignment of the contract or any funds dui therefrom for the benefit of any creditar or for any other purpose, j. If the Contractor shall for ani► cause whatsoever nut carry on the working operation in an acceptable manner . k. If the Contractor commences legal action against tate Owner . h copy of the suspension order or action of the City Council shall be served ori t})e Contractor ' s Sureties . When work is suspended €or any cause or causes , or when the carntract is cancelled, the ontractur shall discontinue the work or such pant thereof as the Owner shall designate , whereupon the urLn.ti(�s may , at thein option , ansume thP_ contract or that portion thereof -which the .Owner has ordered the CoTitz-actor to discontinue, and may perform the same or may , with the wri item C7-7 ( 8 ) consent of the Owner , 'sublet the work or that portion of the work a-a taken over, provided however, that the Sureties shall exercise their option , if at all , within two weeks atter the written notice to discontinue the work has keen served upon the Contracto't and upon the SuretiLNs or their authorized agents . The Sureties , in such event shaLl asaame the Contractor ' s place in all respects , and shall be paid by the Owner for all work performed by them in accordance with the terms of Lhe Contract Documents, All monies regaining due the Contractor at the time of this dgEault shall thereupon become due and payable to the Sureties as the work p,rogresses , subject to all of the L8rms of the Contract Documents . 1n case the Sureties do not, within the hereinabova specified time, exercise their right and option to assume the contract responsibilities , or that portion thereot which the Owner has ordered by the Contractor to discontinu4i!, then the Owner shall have the power to complete , by ,contract or otherwise, as it may determine, the work herein described or such part therecE as it may chem necessary, and the Contractor hereko agrees that the Owner shall have the right to Lake possession of and use any materials, plants , tools , equipment, sTapplies , and property of any kind provided by the Cor�tractor for the purpose of carrying on the work aLnd to procure other tools , equipment, materials, labor and property for the completion of the work, and to charge to the account of the ContraeLar of said contract expense for labor, materials , toals , gquipment , and al L expenses incidental thereto . The expense so chargnd shall be deducted by Elie owner from su'ch monies as may be due or may become due at any time thereafter to the Centractor, under and by virtue of the% Contract or an p-�irw th,�!r-eof . The Owner shall noE he regair--:?d to obtaka . the .lcweit b(d for the work completing the conkract , but the expense to he deducted shall be t'le actual cost of the owner of such wor-k . Tn case such expense-� shall Lnxceed the am,:)unt which woold haves been payable under the Contract it the jaFii� had been oomphted by the Contractor , then the CoirytraCLOr and his Sureties Shall pay the amount sof such excess to the Cit} on notic: tri},n th3 Owner QE the excess due. When any particular part -)E the work is being carried on by the Ownar by contract or o.thurwise under the proua!� ions of this aec{tiarl , t*he i ont.ractorc shall oontinue th-e remainder of the w-rrk irl conformity wi. tti the terms of the .antraet Uacuments and in such a manner- as to not hinder or ,intertete with performance of the work. b- rile owner . C7T7 . 15 FULFILLMENT OF CONTRACT : The CoqtraicL will be gon5idcred as having been fulfilled , savr3 as c r, rirl rl los any bond or �)onds or by law, xwh8n ail- thck work Ali sf-{Cti,ons or parts of the piroje,71= covered by thFr� co-itra•At Docuaent.-3 have C7-7 ( ) been finished and completed, the Einal inspection made by the Engineer, and the final acceptance and final payment made by the Owrxer.. C7-7 . 16 TERMINATION FOR CONVENIENCE OF THE OWNER: A. NOTICES OF TERMINATION: The performance ofthe work under thiscontract may be terminated by the Owner in whole , or from time to time in pari , in accordance with this section, whenever the Owner shall determine that such termination is in the best interest of the Owner . Any such termination shall be effected by mailing a notice of termination to the Contractor specifying the extent to which performance of work under the contract is terminated , and the date upon which such termination becomes effective. Re.cexpt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States hail by the Owner . Further , it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated ; and no proof in any claims demand or suit shall be required of the Owner regarding such discretionary action. B. CONTRACTOR. ACTION: After receipt of a notice of termination , and except as otherwise directed by the Engineer, the Contractor shall: 1 . Stop work under the contract on the date and to the extent specified in the notice of termination ; 2, place- no further orders or subcontracts for materials , services or faciLities except as ina.y be necessary for completion of such portion of the work under the contract as is not terminated; 3 . terminate ali orders and subcontracts to the extent that they relate to the performance of work terminated by the notices of termination; 4 . transf8r title to the Comer and deliver in the- manner, at thP time,3 , and to the extent, if any , ftir�cted by the Engineer: C7-7 (10 ) a. the fabricated or anfa br i cattild pafts , work its process , comf, l� ted work , supplies and other material produced as a parr of , or acquired in Conry-e-ction with the perfoEmanae of , the work t � r~ minated by the notice of termi na t i ori; arta b. the completed, or partially completed plains , drawings , information and other property which , if the contract had leen completed , would have been required to be furnished to the owner. 5 . complete performance of suer part of the work as shall not have beer} terminated by the notice of termination; and 6. take such action as may be necessary, or as the Engineer may direct , for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the Owner has or qac► acquire the recti. Af- a time not later than 30 days ad: ter the termination date specified in the notice of termination , the Contractor may submit to the Errgiueer a list , certiEied as to quantity and quality , of any or all items of teriaination inventory not previously- dispased of , exclusive of it8ms the disposition of which has been tdlr8cted or aathorizecd by the Engineer. Not later than 15 day5 ther3after , the Owner shall accept t % tte to suer i terns provided, that the list submitted shall b.e subject to veriEicatian by the Engineer upon retnoval of the iLi�ims or , it the items are stor-Lad, within 45 days Ercm the sate of submission of the lint, and any necessary :,dju.ntments to corrp(-t Gho list as submitted , shall be made prior to final settlement . TERMINATION CLAIM: Within 6.0 days af Fey notice of termination , tape Con "trac; Lor.- shall st,� ternit his termination claire to th,� Engineer in the Eor.n arld with the certiEic�rtiort by the Engineer . Unle-ss one or more e;t rrsi . rr in wri � irig a ; granted by the. own -:� r upon requ ._-st i� E tj3 a Contactor , made in writing within suer g0-day period oc authorized e tLinsion thereof , an.-* anrd ail s.uoh cl a irms shalt be copncl us ively de-eme:d wai v�d . I 7-7 ( 11. ) D. AMOUNTS : Subject to the provisions of Item C7-7 . 16 M) , the Contractor and owner may agree upon the whole or any part of the amount or amounts to be paid to the Contractor by reason of the total or partial termination of wort pursuant hereto ; provided, that such agreed amount or amounts shall never exceed the total contract price as reduced by the amount of payments otherwise made and as further reduced by the contract price of work not terminated . The contract shall be amended accordingly , and the Contractor shall be paid the agreed amount. No amount shall be due for lost or anticipated profits . Nothing in C7-7 . 16 ( E ) hereafter , prescribing the amount to be paid to the Contractor in the event of failure of the Contractor by reason of the termination of work pursuant to this section, shall be deamed to limit, restrict or otherwise determine or affect the amount or amounts which may be agreed upon to be paid to the Contractor pursuant to this paragraph. E. FAILURE TO AGREE: In the event of the failure of the ontractor and the Owner to agree as provided in C7-7 . 16 ( A ) iApon the whole amount to be paid to the Contractor by reason of the termination of work pursuant to this section the Owner shall determine, on the basis of infbrmation available to it , the amount , if any , due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined . No amount shall be due Eor lost or anticipated prof its. F. DEDUCTIONS : In arriving at the amount clue the contractor under this section , there shall be deducted ( a ) all unliquidated advance or other payments on account theretofore made to the Contractor , applicable to the terminated portion of this contract; ( b ) arty claim which the Owner may have against the Contractor in connection with this contract ; and ( c ) the agreed price for , o-r the proceeds of sale of , any materials , supplies or other things kept by the Contractor or sold , pursuant to the provisions of this clause, aqd not otherwisen. recover-ad by or credited to the Owner . G. ADJUSTMENT : If the termination hereunder be partial, prior to the 8attlemont of the terminated portion of this contract , the Contractor may file with the Engineer a request in writing for an C7-7 ( 12 ) eguitable adjustment of the price or prices speciEied in the contract relating to the continued portion of the ,contract ( the portion n'ot terminated by the notice of termination ) , such equitable adjustment as may be agreed upon shall be made in such price or prices ; nothing contained herein , however , shall limit the right -of the Owner and the Contractor to agree upon the amount or amounts to he paid to the Contractor for the completion of the continued portion of the contract when- said contract does not contain an established contract price for such continued portion. H. NO LIMITATION OF RIGHTS: Nothing contained in this section shall ,limit or alter the rights which the Owner may have for termination of this contract under C7-7 . 14 hereof entitled " Suspension of Abandonment of the work and Amendment of Contract" or any other right which Gwner may have for default or breaeh of contract by Contractor. C7-7 . 17 SAFETY METHODS' AND PRACTICES:. The Contractor shall be reapansible for initiating , maintaining , and supervising all safety precautions and programs in connection with the work at all times and shall assume all responsibilities for their enforcement. The Contractor shall comply with federal , state , and local laves, ordinances, and regulations so as to protect person and property from injury, including death, or damage in connection with the work. C7-7 c 131 PART C - GENERAL CONDITIONS C8--8 MEA URE ENT AND PAYMENT SECTION C8-8 MEASUREMENT AND PAYMENT C8 -8 . 1 14EASUREMENT OF QUAWTITIES : The determination of quantities of work performed by the Contractor and authorized by the Contract Documents acceptably completed under the terms of the Contract Documents shall be made by the Engineer , based on measurements made by the Engineer. These measurements will be matte according to the united States Standard Measurements used in common practice, and will be the actual length, are,&, solid ccntenta , numbers , and weights of the materials and items installed. CO-8 . 2 UNIT PRICES : When in the Proposal a "Unit Price" is set forth , the said "Unit Price" shall include the furnishing by the Contractor of -all labor , tools, materials, machinery, equipment , appliances and appurtenances necessary for the construction of and the completion in a manner acceptable to the Engineer of all work to be dome under these Contract Documents. The "Unit Price" shal-1 include all permanent and temporary protection of overhead, surface , and underground structures , cleanup, finished , overhead expense , bond, insurance, patent fees, royalties , risk due to the elements and other causes , delays , profits , injuries , damages claims , taxes , and all other items not specifically mentioned that may be required to fully construct each item of the work complete in place and in a satisfactory condition for operation. C8- 6 . 3 LUMP SCAM; When in theProposal a "Lump Sum" is set forth, the said "bump Sum" stall z,epresent the total cost for the Contractor to furnish all lraboT , tools , materials , machinery, equipment , appurtenances , and all subaidary work necessary for the construction arta completion of all the work to provide a complete and functional item as detailed in the Special Contract (Documents and/or Plans . C8- 8 . 4 SCOPE OF PAYMENT: The Contractor shall - receive and i accept the compeasat on, as herein provided , its full payment for furnishing all labor , tools , materials , and incidentals for performing all work contemplated and embraced under these Contract Documents , for all lass and damage arising out -of the nature of the work or from the action of the elements , for any unforesee,t defects or obstruction-s which may arise or be encountered during the prosecution of the work at any time C8-9 ( 1 ) before its final acceptance by the owne-r, (except as provided in paragraph 5-5 . 14 ) For all risks of whatever description connected with the prosecution of the work, for all expense incurred by or in consequence of suspension or discontinuance of such prosecution of the working operations as herein specified , or any and all infringements of patents , trademarks, copyrights , or other lead reservations, and for cornpletei_ng the work in an acceptable mannier according to the terms of the Contract Documents. The payment of any current- or partial estirnat� prior to Final acceptance of the work by the owner shall in no way constitute an acknowI4edgment of the acceptance of the work, materials, or equipment, nor in any wary prejudice or affect the obligations of the Contractor to repair , correct, renew, or replace at his own and proper expense any defects or imperfections in the construction or in the strength or quality of the material used or equipment or machinery furnished in or -about the construction of the work under contract and its appurtenances, or any damage due or attributed to such defects , which defects , imperfection, or damage shall have been discovered on or before the final inspection and acceptance of wort[ or during the onfe year guaranty period after final acceptance, The Owner shall be the .sole judge of such defects , imper [ections , or damage , and the Contractor skull tae liable to the Owner For failure to correct the same as provided herein. C8-8 . 5 PARTIAL ESTIMATES AND RETAINAGE: Betweer3 the lst and 5th day of each month the Contractor shall submit to the Engiaeer a statement showing an estimate of the value of the work doze during the previous month, or estimate period under the Contract Dacurnents . Not Later than thp- 14th day of the month the Engineer shall verify such estimate, and if it is found to be acceptable arta tete value of work performed since the last partial payment was made exceeds one hundred dollars ( $100 . 00 ) in amount, 90% of such estimated sum will be paid to Lhe Contractor if the total contract atnount is less than $'400 , 000 , or 95% of siAch estimated sum will bd� paid to the Contractor if the total contract amount Is $400, 000 or greater within twenty-five ( 25 ) days after the regular estimate period. The City will have the. option of preparing estimates on forms furnished by the City . The partial estimate may include acceptable nonperishable materials delivered to the work which are to be incorporated into the work as a permanent part thereof , but which at the Lh- time of the estimate have not been installed . ( such payment will be allowed on a basis of 85% of the net invoice value thereof . ) The Cantractc� r shall furnish the Engineer such- information as he may request to aid CR-8 ( ) nim as a guide in the verification or the preparation of partial estimates . It is understood that tete partial estimate from month to month will be approximate only , and all partial monthly estimates and payment will be subject to correction in the estimate rendered following the discovery of an error in any previous estimate, and such estimate shall not, in any respect, be taken as an admissiop of the Owner of the amount of work done or of its quality of sufficiency, or as an acceptance of the work done or the release of the Contractor of any of his responsibilities under the Contraot Documents . The City reserves the right to withhold the payment of any monthly estimate if the contractor fails tv perform the work strictly in accordance with the specifications or provisions of this contract. CO-8 . 6 WITHHOLDING PAYMENT : Payment on any estimate or estimates may be held in abeyance if the performance of the construction operations is not in accordance with the requirements of the Contract Documents. CS-8 . 7 FINAL ACCEPTANCE : whenever the improvements provided or by the Contract Documents shall, have been completed and all .requirements of the Contract Documents shall have been fulfiLled on the part of the Contractor , the Contractor shall notify the Engineer in writing that the improvexmerits are ready for the final inspection . The Engineer shall notify the appropriate officials of the Owner , will within a reasonable time make such final inspection , and if the worn is satisfactory , in an acceptable condition , and has been completed in accordance with the terms of the Contract Documents arta all approved modifications thereof, the Engineer will ,initiate the processing of the final estimate and recommend final acceptance of the project and final paym4�nt therefor as outlined in C8-8 . 8 below. C8-8 . 8 FINAL PAYMENT : Wheiiever all the improvements provided for by the Contract Documents and all approved modifications thereof .shall have been completed and all requirements of the Contract Documents have been fulfilled an the part of the Contractor , a final estimate stewing the value of the work will be prepared by the Engineer as soon as the necessary measurements , computations, and checks can be made. All prior estimates upon which payment has been made are subject to necessary corrections or, revtsions in the final payment. CB-S ( 3 ) The amount of the final estimate, less previous payments and any sum that have been de-ducted or retained under the provisions of the Contract Documents , will be paid to the Contractor within 60 days after final acceptance by the Owner on a proper resolution of the City Council , provided the Contractor has furnished to the Owner satisfactory evidence of payment as follows : Prior to submission of the final estimate for p-ayment , the Contractor shall execute an affidavit, as Furnished by the City, certifying that all persons , firms , associations, corporations , or other organizations furnishing labor and/or materials have been paid in full, that the wage scale established by the City Council in the City of Fort Worth has been paid , and that there are no claims pending for personal injury and/or pz-operty damages. The acceptance by the Contractor of the last or final payment as aforesaid shall operate as and shall release the Owner Erom all claims or liabilities .under the Contract For anything done or furnished or relating to the work under Contract Documents or any act or neglect of said City relating to or connected with the Contract. The making of the final payment by the Owner shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. C8-8 . 9 ADEQUACY OF DESIGN : it is understood that: the C?wner believes it has employed competent Ba gineers and designers to prepare the Contract Documents and all modifications of the approved Contract Documents . It is , therefore , agreed that the Owner shall be responsible for the adequacy of its own design features , sufficiency of the Contract Documents , the safety of the structure , and the practicability of the operations of the completed project , provided the Contractor has complied with the requirements of the said Contract Documents , all approved rnodif icatians thereof , and additions and alterations thereto approved in writing by the Owner. The burden of pr( of of such compliance shall be upon the Contractor to show that he has complied with the said requixem4enta of the Contract Documents, approved modifications thereof, and all approved additions and alterations thereto. C8-8 . 10 GENERALGUARANTY : Neither the tinal certificate of payment nor any provision in the Contract Documents ncor partial or entire occupancy or use ;.>f the premises by the Owner shall constitute an acceptance o.E work not doge in accordance with the Contract Documents or relieve the Contractor of liability in respect Lo any. -expres warranties or responsibility for faulty materials or warkmanship . The Cofstractor shaLl r!xme!dy acy detects of damages in the work and Ca-8 ( 4 ) pay for any damage to other work resulting therefrom which shall appear within .a period of are year from the date of final acceptance of the work unless a longer period is specified andshall furni$h a good and sufficient maintenance bond in the amount of 10 percent of the amount of the contract which shall assure the performance of the general guaranty as above outline . The Garner will give notice of observed defects with reasonable promptness. C8-8 . 11 SUBSIDIARY WOR : Any and all work specifically governed by documentary requirements for the project , saute as conditions imposed by the Plans , the General Contract Documents or these Special Contract Documents , in which no specific stern for bid has been provided for in the Proposal, shall be considered as a subsidiary iter► of work , the cost of which shall be included in the price bid in the Proposal, for each bice item. Surface restoration , rock excavation and oli--anup are genera, items of work which Fall in the category of subsidiary work. C$-8 . 12 MISCELLANEOUS PLACEMENT OF MATERIAL: Material may be allocated under various bid items in the Proposal to establish unit prices for miscellaneous placement of material . These materials stall be used only when directed by the Engineer , depending on field conditions . Payment for miscellaneous placement of material will be made for only that amount of material used , measured to the nearest ane- tenth unit . Payment for miscellaneous placement of materia{ shall be in accordance with Lhe General Contract Documents regardless of the actual amount used for the project. C8-8 . 13 RECORD DOCUMENTS : Contractor shall keep on recon a copy of all specifications , -plans , addenda, modifications , shop drawings and samples at the site, in good order and annotated to show all changes made during the construction process . These shalt be delivered to Engineer upon cairkpletion of the work. C8_8 � 5 ) SECTION Cl: SUPPLEMENTARY CONDITIONS TO PART C - GENERAL CONDITIONS A. General These Supplementary Conditions amend or supplement the General Conditions of the t Contract and other provisions of the Contract Documents as indicated below. Provisions that are not so amended or supplemented remain in full force and affect. B. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Page C8-8 (2), should be deleted in its entirety and replaced with the following: Partial pay estimates 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 estimate shall be processed by the City on the 10th day and 25th day respectively. Estimates will be paid r within 25 days following the end of the estimate period, less the appropriate retainage as set out below. Partial pay estimates may include acceptable nonperishable materials delivered to the work place that are to be incorporated into the work as a permanent part thereof, but which at the time of the pay estimate have not been so installed. If such materials are included within a pay estimate, payment shall be based upon 85% of the net voice value thereof. The Contractor will furnish the Engineer such information as may be reasonably requested to aid in the verification or the preparation of the pay estimate. For contracts of less than $400,000 at the time of execution, retainage shall be ten per cent (10%). For contracts of$400,000 or more at the time of execution, retainage shall be five percent(5%). Contractor shall pay subcontractors in accord with the subcontract agreement within five (5) business days after receipt by Contractor of the payment by City. Contractor's failure to make the required payments to subcontractors will authorize the City to withhold future payments from the Contractor until compliance with this paragraph is accomplished. It is understood that the partial pay estimates will be approximate only, and all partial pay estimates and payment of same will be subject to correction in the estimate rendered following the discovery of the mistake in any previous estimate. Partial payments by Owner for the amount of work done 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 right to withhold the payment of any partial estimate if the Contractor fails to perform the work in strict accordance with the specifications or other + provisions of this contract. C. Part C - General Conditions: Paragraph C3-3.11 subparagraph "a. COMPENSATION INSURANCE" of the General Conditions is deleted and replaced with D-3 of Part D - ' Special Conditions. D. C3-3.11 INSURANCE: Page C3-3 (6): Delete subparagraph "g. LOCAL AGENT FOR INSURANCE AND BONDING" Revised Pg. I 10/24/02 f E. C6-6.12 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Page C6-6 (8), is deleted in its entirety and replaced with the following: 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 an such iniury, dams a o� r death is caused, in whole or in part, by the neglikence or alleged negligence of 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 damage is caused in whole or in part by the negligence 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. F. INCREASED OR DECREASED QUANTITIES: Part C - General Conditions, Section C4-4 SCOPE OF WORK, Page C 4-4 (1), revise paragraph C4-4.3 INCREASED OR DECREASED QUANTITIES to read as follows: The Owner reserves the right to alter the quantities of the work to be performed or to extend or shorten the improvements at any time when and as found to be necessary, and the Contractor shall perform the work as altered, increased or decreased at the unit prices as established in the contract documents. No allowance will be made for any changes in lost or anticipated profits nor shall such changes be considered as waiving or invalidating any conditions or provisions of the Contract Documents. Variations in quantities of sanitary sewer pipes in depth categories shall be interpreted herein as applying to the overall quantities of sanitary sewer pipe in each pipe size but not to the various depth categories. Revised Pg. 2 10/24/02 G. C3-3.11 INSURANCE: Page C3-3 (7): Add subparagraph"h. ADDITIONAL INSURANCE REQUIREMENTS" a. The City, its officers, employees and servants shall be endorsed as an additional insured on Contractor's insurance policies excepting employer's liability insurance 2 coverage under Contractor's workers'compensation insurance policy. b. Certificates of insurance shall be delivered to the City of Fort Worth, contract administrator in the respective department as specified in the bid documents, 1000 Throckmorton Street, Fort Worth, TX 76102, prior to commencement of work on the contracted project. c. Any failure on part of the City to request required insurance documentation shall not constitute a waiver of the insurance requirements specified herein. d. Each insurance policy shall be endorsed to provide the City a minimum thirty days notice of cancellation, non-renewal, and/or material change in policy terms or coverage. A ten days notice shall be acceptable in the event of non-payment of premium. e. Insurers must be authorized to do business in the State of Texas and have a current A.M. Best rating of A: VII or equivalent measure of financial strength and solvency. f. Deductible limits, or self-funded retention limits, on each policy must not exceed $10,000.00 per occurrence unless otherwise approved by the City. r g. Other than worker's compensation insurance, in lieu of traditional insurance, City may consider alternative coverage or risk treatment measures through insurance pools or risk t retention groups. The City must approve in writing any alternative coverage. h. Workers' compensation insurance policy(s) covering employees employed on the project shall be endorsed with a waiver of subrogation providing rights of recovery in favor of the City. i. City shall not be responsible for the direct payment of insurance premium costs for contractor's insurance. 4 j. Contractor's insurance policies shall each be endorsed to provide that such insurance is primary protection and any self-funded or commercial coverage maintained by City shall s not be called upon to contribute to loss recovery. { k. In the course of the project, Contractor shall report, in a timely manner, to City's officially designated contract administrator any known loss occurrence which could give rise to a liability claim or lawsuit or which could result in a property loss. Revised Pg. 3 �FFICIA6 RECIDID 10/24/02 CITY 19CRIT lRY Ff. W0110, TEX* 1. Contractor's liability shall not be limited to the specified amounts of insurance required herein. in. Upon the request of City, Contractor shall provide complete copies of all insurance policies required by these contract documents. H. C8-8.4 SCOPE OF PAYMENT: Delete C8-8.4, Scope of Payment at page C8-8(1) is deleted in its entirety and replaced with the following: The Contractor shall receive and accept the compensation as herein provided, in full payment for furnishing all labor, tools, materials, and incidentals for performing all work contemplated and embraced under these Contract Documents, for all loss and damage arising out of the nature of the work or from the action of the elements, for any unforeseen defects or obstructions which may arise or be encountered during the prosecution which may arise or be encountered during the prosecution of the work at any �. time before its final acceptance by the Owner, (except as provided in paragraph C5-5.14) for all risks of whatever description connected with the prosecution of the work, for all expenses incurred by or in consequence of the suspension or discontinuance of such prosecution of the working operations as herein specified, or any and all infringements of patents, trademarks, copyrights, or other legal reservations, and for completing the work in an acceptable manner according to the terms of the Contract Documents. The payment of any current or partial estimate prior to the final acceptance of the work by the Owner shall in no way constitute an acknowledgment of the acceptance of the work, materials, or equipment, nor in any way prejudice or affect the obligations of the Contractor to repair, correct, renew, or replace at his own and proper expense any defects or imperfections in the construction or in the strength or quality of the material used or equipment or machinery furnished in or about the construction of the work under contract and its appurtenances, or any damage due or attributed to such defects, which defects, imperfections, or damage shall have been discovered on or before the final inspection and acceptance of the work or during the two (2) year guaranty period after the final acceptance. The Owner shall be the sole judge of such defects, imperfections, or damage, and the Contractor shall be liable to the Owner for failure to correct the Baine as provided herein. I. C8-8.10 GENERAL GUARANTY: Delete C8-8.10, General Guaranty on page C8-8(4) is deleted in its entirety and replaced with the following: Neither the final certificate of payment nor any provision in the Contract Documents, nor partial or entire occupancy or use of the premises by the Owner shall constitute an acceptance of work not done in accordance with the Contract Documents or relieve the Contractor of liability in respect to any express warranties or responsibility for faulty materials or workmanship. The Contractor shall remedy any defects or damages in the work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of final acceptance of the work Pg. 4 unless a longer period is specified and shall furnish a good and sufficient maintenance bond in the amount of 100 percent of the amount of the contract which shall assure the ! performance of the general guaranty as above outlined. The Owner will give notice of observed defects with reasonable promptness. Any reference to any shorter period of time of warranty contained elsewhere within the' 4 specifications shall be resolved in favor of this specifications, it being the City's intent that the Contractor guarantee its work for a period of two (2) years following the date of acceptance of the project. J. Part C - General Conditions, Section C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL, Page C2-2 (4) exchange paragraphs C2-2.7, C2-2.8 and C2-2.9 with the following: C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, to the Purchasing Manager or his representative at the official location and stated time set forth in the "Notice to Bidders." F It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not be considered. The Bidders ( must have the proposal actually delivered. Each proposal shall be in a scaled 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 Worth Purchasing Division, P.O. Box 17027, Fort Worth, Texas 76102. C2-2.8 WITHDRAWING PROPOSALS: Proposals actually filed with the Purchasing Manager cannot be withdrawn prior to the time set for opening proposals. A request for non-consideration of a proposal must be made in writing, addressed to the City Manager, and filed with him prior to the time set for the opening of proposals. After all proposals not requested for non-consideration are opened and publicly read aloud, the proposals for which non-consideration requests have been properly filed may, at the option of the Owner, be returned unopened. C2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by telegraphic communication at any time prior to the time set for opening proposals,provided such telegraphic communication is received by the Purchasing Manager prior to the said proposal opening time, and provided further, that the City Manager is satisfied that a written and duly authenticated confirmation of such telegraphic communication over the signature of the bidder was mailed prior to the proposal opening time. If such confirmation is not received within forty-eight (48)hours after the proposal opening time, no further consideration will be given to the proposal Revised Pg. S 10/24/02 5 L K. C3-3.7 BONDS (CITY LET PROJECTS): Reference Part C, General Conditions, dated November 1, 1987 (City let projects) make the following revisions: 1. Page C3-3(3); the paragraph after paragraph C3-3.7d Other Bonds should be revised to read: In order for a surety to be acceptable to the City, the surety must (1)hold a certificate of authority from the United States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law; or(2)have obtained reinsurance for any liability in excess of$100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law. Satisfactory proof of any such reinsurance shall be provided to the City upon request. The City, in its sole discretion, will determine the adequacy of the proof required herein. L. RIGHT TO AUDIT: Part C - General Conditions, Section C8-8 MEASUREMENT AND PAYMENT, Page C8-8 (5), add the following: C8-8.14 RIGHT TO AUDIT: (a) Contractor agrees that the City shall, until the expiration of three (3)years after final payment under this contract,have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of the Contractor involving transactions relating to this contract. Contractor agrees that the City shall have access during normal working hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this section. The City shall give contractor reasonable advance notice of intended audits. (b) Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three(3) years after final payment under the subcontract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of such subcontractor, involving transactions to the subcontract, and further, that City shall have access during normal working hours to all subcontractor facilities, and shall be provided adequate and appropriate work space, in order to conduct audits in compliance with the provisions of this article. City shall give subcontractor reasonable advance notice of intended audits. (c) Contractor and subcontractor agree to photocopy such documents as may be requested . by the City. The City agrees to reimburse the Contractor for the cost of copies as follows: 1. 50 copies and under - 10 cents per page 2, More than 50 copies - 85 cents for the first page plus fifteen cents for each page thereafter Revised Pg. 6 10/24/02 4 M. SITE PREPARATION: The Contractor shall clear rights-of-way or easements of obstruction, which must be removed to make possible proper prosecution of the work as a part of these project construction operations. The contractor's 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 Document and General Specifications. Clearing and restoration shall be considered as incidental to construction and all costs incurred will be considered to be included in the Linear Foot price of the pipe. k N. Reference Part C - General Conditions, Section C6-6.8 BARRICADES, WARNINGS AND WATCHMEN: 4 k 1. Wherever the word Watchmen appears in this paragraph, it shall be changed to the word flagmen. 2. In the first paragraph, lines five(5) and six (6), change the phrase take all such other precautionary measures to take all reasonable necessary measures. i O. MINORITY/WOMEN BUSINESS ENTERPRISE COMPLIANCE: Reference Part C (General Conditions), Section C3-3.2 Entitled "MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE" shall be F deleted in its entirety and replaced with the following: Upon request, Contractor agrees to provide to Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and/or a Woman Business Enterprise (WBE) on the contract and payment therefore. Contractor further agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal, state or local laws or ordinances relating to false statements; further, any such misrepresentation (other than 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 thee (3) years. P. WAGE RATES: Section C3-3.13 of the General Conditions is deleted and replaced with the following: (a) The contractor shall comply with all requirements of Chapter 2258, Texas Government Code, including the payment of not less than the rates determined by the Revised Pg. 7 10/24/02 l City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258, Texas Government Code. Such prevailing wage rates are included in these contract documents. (b)The contractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show(i)the name and occupation of each worker employed by the contractor in the construction of the work provided for in this contract; and (ii)the actual per diem wages paid to each worker. These records shall be open at all reasonable hours for inspection by the City. The provisions of Section C-1, L. Right to Audit (Rev. 9/30102)pertain to this inspection. (c)The contractor shall include in its subcontracts and/or shall otherwise require all of its subcontractors to comply with paragraphs (a) and (b) above. (d) With each partial payment estimate or payroll period, whichever is less, an affidavit stating that the contractor has complied with the requirements of Chapter 2258, Texas Government Code. The contractor shall post the prevailing wage rates in a conspicuous place at the site of the project at all times. Revised Pg. 8 10/24/02 DAFT D - SPECIAL CONDITIONS D-1 GENERAL........................................................................................................................3 DJ2 COORDINATIOJV MEETtNG.................................................... ...4 D-3 CONTRACTOR COMP LIAN E WITH. WOR ER'. ,COM PENSATIQN LAIN...................5 4 C 0RDI NAT ION WITH FORT WORTH WATER DEPARTMENT..................................T 5-- 5 CROSSING OF EX(STING UTILITIES.............................................................................7. D-6 E I TI.NC 'UTILITIESAND IMPROVEMENT ................................................................7 577O TRU TION TRAFFIC OVER PIPELINES.............................................................F 8 5- 8 TRAFFIC CONTROL ......................................................................................................8. D- 9 DETOIIRS ....................................................................................................................... D- 10 EXAMINATION OF SITE ................................ ......... ........ . .. . .. . . .. . .............. .8 57-1 ZONING COMPLIANCE.........................................................................___..............g 67-1-2 WATER FORDOPJ TR CTIQ ................................................................................ 10 D- 13 WASTE MATERIAL ................................................................................................... 10 F-1 44 PROJECT CLEANUP AND FINAL ACCEPTANCE.................................................... 10 D-_15 SCHEDULE AND SE{ UENCING OF WORK............................... to D-. Q .5-NEETY RESTRI TDOUS DIRK NEAR HIGH VOLTAGE LINE .......................... 10 0- 17 BID QUANTITIES.........__...... ............. ..................................................................... 11 571-8 CUTTING OF CONCRETE........................................................................................ 1 I - 49 PROJECT DESIGNATION SiGN ......................................................................... D- 20 .....D- 20 CONCRETE 5jDE ALK A Q,D IVE WAY REPLAC ............... 12- D- 4 MISCELLANEOUS PLACEMENT OF U�k�I....................................................... 1 0- 22 CRUSHED LIMESTONE BACK FILL.......................................................................... 12 b_- 2 3 2,27 CONCRETE---------------------- --------„-,._-,.-..-,.....,.,..........,_........__.,_..........._............ 1 D- 24 TRENCH EXQAVATION, BACK F ILL,AN DMPA TION ....................................... 1 F72-5 TRENCH PAVEMENT PERMANENT) REPAIR (E2-19) FOR UTILITY CUTS,...,,,... 14 D- 2626 SITE S PE Cl F IC T R ENC H SA FETY S STEM (COVERS ALL PROJECTS .............. 1 D- 27 SANITAPY EYVER MAN HQLES .............................................................................. 1 D- 28 SAN ITARY SEW.EFS SERVICES __.. ...........------__------------------------------------- .............. 18 572-19 I EMQVAL SALVAGE AND ABANDONmr=NT OF EXISTING FACILITIES..............20 5-:36 DETECTABLE WARNING TAPES.............................................................................22 D- 31 PIPE Q LEANING. .................................... .. ... ....... . .. . .. ......................................22 a- 32 DISPOSAL OF SPO ILIFILL mA7ERiAL..................................................................... 22 D- 33 MECHANICS AND A+IATERIALMEN'S UEN _23 D- 34 S UQSTI TUTIO NS ......................................................................................................2 U73-5 FR E-CONSTRUCTIOk :EEL E1fISl0 ! �NSPEQ ON OF Ah.IT_R EVVEI ........... 3 _ --- — - - - D- 36 VACUUM TESTING OF SANITARY SEWED MANHOLES........................................26 Dr 37 BYPASS PUMPING ...... ..................•-----..-,-,.-----,...,,...........................,..........27 D- 38 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SERVER........27 F75-9 SAM PLES AND 9UALITY CONTROL TESTING...................................,...................29 D- 40 TEMPORARY EROSION, SEDIMENT, AND WAFER POLLUTION CONTROL (FOR DJ T JVRRBED AREAS LESS TTIAN I ACRE ..............................................................30 D- 41 1 NGRE SS AND EG RES SJOB S TRUCTION OF AQ Q ES S TO DRI VES ......................31 67-4-2 PI OTECTIQN OF TREES, PLAINTS AND SOIL........................................... .....___ 31 6---4-3 SITE RESTORATION ................................................................................................ 32 D- 44 CITY OF FORT WORTH STANDARD PRODUCT LAST..,........................................32 D- 45 TOPSOIL, SODDING. SEEDING & H DR MULOHIfVO...........................................3 D74-6. CC)NFII ED SPACE ENTRY PROGRAM........... ..........__....................37 D- 4 SU Q STANTIAL COMPI;ETION INSPE TIQN/FINAL INSPECTION........... .............. 37 D- 46 EXCAVATION NEAR TREES JVVHERE IDENTIFIEP ON THEPLANS __38. 0- 49 CONCRETE ENCASEMENT OF SEWED PAPE ........................................................38 D- 50 CLAY DAI~.+4........................... ------- ........ --,-..... ......,........,....38 D-51 EXPLORATORY EXC6YATION D-HOLE)_.... . ...... . ..... . ... . . . . .......... .. ... . 39 c 2Y -1 f PART D 4 SPECIAL CONDITIONS D� 52, INSTALLATION OF WATER FACILITIES..............._.............---...-..............................39 22.1 PolvWnyl Chlodde fPVO] Water Pipe..........................................................................39 52.E @lacking ................................................. ................. ..... ...... . ......... .............39 Imof Cash Pine. .................................................................................................39 52.4i s. ............ ... . . .................................................................................................40 52.5 Connection of Ex#stinv I ains......... . --•-------• . .... .....................................................40 972.6 Valve Cut-fns .........--...............................................................................................40 � wafer services. .........................................................................................................41 U -tr+cl1_TemP-pim S arAce_Lihe ....................................................:.............................4 52.9 Purging and terii"tion of Water Lines .................. . ...... . . . .... . . ....... .... . .. .. .44 5 .10 Work Near Pressure Plage Boundaries......................................................................44 52A 1 Water ample iia#ion................ ..1.....................................--............................44 -- -- -- 5 .1 puctile Iron andQ-.y iron Fitting ..............................................................................46 D- 53 SPRINKLING FOR DUST CONTROL........................................:.................................45 D- 54 DEWATERING...........................................................................................................45 D- 585 TRENCH EXCAVATION ON DEEP T_RENcHE ....................................................... 4-5 D- 56 TREE PRUNING.... . ........T.. . ...'.1.......................................................45 6--5-7 TREE REMOVAL.......................................................................................................46 FT-58 TEST HOLES........--......... ..........................---... .......---...................................46 PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION AND NOTIFICATION OF TEMPORARY WATER SERVICE INTERRUPTION DURING CONSTRUCTION ......................................................................................................47 D- 60 TRAFFIC BU- TON .................................................................................................. 48 D- 61 SANITARY-SEWER SERVICE OLEANOUTS............................................................48 D- fit TE MPORARY_PA E EN-T,REPAIR..........................................................................48 5-- 6-3 3 ON TBUOTI N STAKES ....... ................................................................................48 D. B4 EAE ENT AND PE MIT ............................................................... .....................49 D- 6565 PRE- TRU TION NEIGHBORHOOD MEETING ..............................................49 D- 65 WAGE RATES...--.------—..........................................................................................50 C?rt fT 1 E OI AL AND DISPOSAL OF A BI=STOS E�+E ....................................50 �$7 5TOR.I1+11 ATErR POLLUTI0N PREVENT I ON FOR DI STURBED AREAS GREATER THANI ..... ...... ..............--...............--............................51 D-89 CO0RDINAT]ON WITH THE cl-ry8 REPRESENTATIVE FOR 0PERATIQNS OF EXISTING WATER SYSTEMS.......... ........ ....... ....... ADDITIONAL , __ UHNIITTALS FOR CONTRACT AWARD...............................................53 D-_71 EARLY WARN IN SYSTEM,FOR N TRUCTION ........................................ .. 53 D-T AIR POLLUTION WATCH DAY ............................... . .................................................54 U--f-3 FEE FOR STREET USE PERMITS AND RE-INSPECTIONS--------------•--------•........-----., 54 10127104 - FART D - SPECIAL CONDITIONS This Part D -- Special Conditions Is complImentary to Part C — General Gonditlons and Part C1 — Supplementary Conditions to Part C of the Contract. Anything contained In this Part D that Is additive to any provision in Part C — General Conditions and Part C1 •- Supplementary Conditions to Par! C of the Contracl are to be rear! together. Any conflict between Part C — General Conditions and Part C1 — Supplernontary Conditions of the Contract and this Parl D. Pert D shell conlrol. FOR: WATER REPLACEMENT AND SANITARY SEWER EXTENSION IN HITSON LANE, FROM MEADOWBROOK DRIVE TO ACAPULCO ROAD FORT WORTH, TEXAS DOE PROJECT NO. 2736 WATER PROJECTS NO. P264 541200 6051700061 83 SERVER PROJECT NO. P274 541200 7051700061 83 D-'f GENERAL The order or precedence In case of conflicts or discrepancies between various parts of the Contract Documents subject to the ruling of tete Engineer shall generally, but rrot necessarily. follow the guidelines listed below: I_ Plans . Contrad Documents 3. Special Conditions The following Spacial Conditions shell he appllcable to lhis project under the provisions stated above. The Contractor shall be responsible for dofects in this project due to fa3ully materials and orkmariship, or both. for a period of two (2) years from date of final acceptance of this projecl by the City of Fart Worlh and W11 bo required to replace at his expense any part or all of this project which becomes defective due to these causes. Subject to modificalions as herein contained, the Fort Worth Water Department's General Contract Documents and General Specifications, with latesl revisions. are macre a part of the General Contract Documents for this project. The Marts, those Special Conlracl Documents and the rutes, regulations. requirements, instructions, drawings or details referred to by manufacturers name, or idenlificalion inciude thereln as specifying, referring or implying product control, performance, quality, or other shall be b1nding upon the contractor. The specifications and drawings shall be considered cooperative; therefore, work or material called for by one and not shown or mentioned in the other shall be accomplished or furnished in a faithful manner as though required by all_ Any Contractor performing any work on Fora Worth water or sanitary sewer facilities must be pre- qualified with the Water Department to {perform such work in accordance with procedures described in the currant Fort Worths Water Department General Specifications, which general specificatlons shall govern performance of a 1 such work_ This cortilract and project, where applicaWe, may also be governed by the two following published specifications, except as modified by these Speclol Provisions: 1. STANDARD SPECIFICATIONS FOR STREET AND STORM] DRAIN CONSTRUCTION - CITY OF FORT WORTH PART D - SPECIAL CONDITIONS . STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH CENTRAL TEA Any conffict between* these contract docurnents and the above 2 publications stall be r6sdved in favor of these contract documents. A copy of either of these specifications may be purchased at the office of the Transportation and Public Works Director, 1000 Throckmarton Street, ,end Floor, Municipal Building, Fort Worth, Texas 76102. The specifications applicable to each pay item are indicated by the call-out for the pay item by the designer. If not shown, then applicable published spedricallons irl either of (hese documents may be followed at the discretion of the Contractor. General Provisions shall be those of the Forl Worth documenl rather then Divlslon 1 of the North Cera#rat Texas document. Bidders shell not separate, detach or remove any portion, sagment or sheets from the contract document at any time. Failure to bid or fully execute contract without rets lning contract documents intact may be grounds for designating bids as "non-responsive" and rejecting bids or voiding contract as appropriate as determined by the City Engineer. INTERPRETATION AND PREPARATION OF PROPOSAL. A. DELIVERY OF PROPOSAL: No proposal will be considered unless it Is dellvered, accompanied by its proper Bid Security, to the Purchasing Manager or his representative at the official location and sfaled lime set forth in the "Notice to Bidders". It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not be considered, The B[dders muss have the proposal aclually delivered. Each proposal shall be in a sealed envelope plainly marked with the word "PROPOSAL", and the name or description of the pro�ect as designaled in the "Notice to Bidders". The envelope shall be addressed to the Porchasing Manager, City of Fort Worth Purchasing Division, PO Box 17027, Fort Worlh, Texas 76102, B. WITHDRAWING PROPOSALS- proposals aclually filed with the Purchasing Manager cannot be Withdmwn prior to the time set for opening proposals. A request far non-con sidera(ion of a proposal must' be made in writing, addressed to the City Manager. and tiled with him prier to litre time set for the opening of proposals. After all proposals not requested ror non- consideration are opened and publicly read aloud, lige proposals for which non-consideration requests have been properly filed rpay, at the option of the Ownor, be returned unopened. C_ TELEGRAPHIC h OD)Ft ATION OF PROPOSALS, Any bidder may modify his proposal by telegraphic communicailon at any time prior to the time set for opening proposals, provided such telegraphic communication is received by the PurQhasing Mariager prior to the said proposal opening time, and provided further. that the City Manager is sa6srjed that a written and duly authenticated confirmation of such telegraphic communication over the signalure of the bidder vvas mailed prior to the proposal opening lime. If such confifmalion is not received within forty-eight ( 48) hours after the proposal opening tlrne, no forther consideration will be given to the pfoposaL D-2 COORDINATION MEETING For coordination purposes, weekly meetings at the job site may bo required to maintain the projecl on the desired schedule. The contractor shall be present at all meetings. MIM94 SC-4 PART D - SPECIAL CONDITIONS_ D-3 CONTRACTOR COMPLIANCE WIT" WORKEROS COMPENSATION LAW A. DefmItions: 'I. Certification of coverage ("certificate"). A copy of a certificate of insurance, a certificate of authorlty to self-insure issued by lire c:ommIssion, or a coverage agreement (TVVC" I, TV'VC -8 , T SMC-$ , or TVVCC-84), showing statutory workers' campensation 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 lime from the beginning of the work on the project untkl the conlractor'slperson's work on the project has been completed and accepted by the goverrirgental entity. 3. Persons providing services on the protect ("subcontractor" in §406.006)- includes all persons or entities performing all or part of the services the contractor has undertaken to perform on the project, ri8ttardless of whother that person contracted directly with She contractor and regardless of whother that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner operators, employees of any such entity, or employees of any entity which furrtilshes persons to provide services or) the project. "Services" inciude, without lllnr lalion, providing, hauling, or dellvering equipment or materials, or providing labor, transportation, or other services related to a project, "Services" does not include activities unrelated to the project, such as food beverage vendors. office supply deliveries, and deilve;ry of portable toilets. B. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage ogreements, which meets the statatery requirements of Texas Labor Cade, Section 401.011(44) or all employees of the Contractor providing services on the }project, for the duration of the project, C. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. D. If the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project, the con(ractor must. prior to the end of the coverage period, file a new certificate of coverage with the governmental entity sho isig that coverage has been extended. E. The Contractor shall obtain from each person providing services on a project, and provide the governmental entity. 1_ A cerlificate of coverage. prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for ail persons pmvlding servicers on the projecl; and No later than seven days after receipt by the conlracto{, a new certificate of coverage showing extension of coverage. if the coverage period shown on the current certificate of co�+erage encs during the duration of the project. F_ The contractor shall retain all required certiflcates of coverage for the duration of the project and for one yeer (hereafter. rLrl21Sr i-5 PART T D - SPECIAL CONDITIONS G. the contractor shall notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the contractor knew or should have known.. of any change that materially affects the provision of coverage of any person providing services on the project, H. The contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Worker's Compensation Commission. informing all persons providing services on the project that they are required to be covered. and staling how a person may verify coverage and report lack of coverage_ t. The contractor shall contractually require each person with whom It contracts to pruv+de services on a project, to: 1_ Provide coverage, based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; . Provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage sheering #Myst 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, It the coverage period shown on the current certificate of coverage ends during the duration of the project; 4. Obtain from each other person with whom it contracts. and provide to the Contractor: a.} A certificate of coverage, prior to the other person beginning work 0r) the project; and b,} A new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the curreril cerilflcate of coverage ends during the duration of the project, 5. Retain all required cerfifirat�s of coverage on file far 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) clays after the person knew or should have known. of any change that rnaterialiy affoots the provision of coverage of any person providing services on the project; and 7. Contractually require each person with whom it contracts, to perform as required by paragraphs (1 )-(7), with the certificates of coverage to be provided to the person for whom they are providing services, 8. By signing This contract or providing or causing to be provided a certificate of coverage, Ilse contractor is repre�ieriting to the governmental entity that all employees of the contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and thal all coverage agreements will be filed wilh the apProprfate insurance carrier or, In the case of a insured, with with the commission's Division of Self Insurance Regulation. Providing false or PART D - SPECIAL CONDITIONS misleading Information may subject the contractor to administrative, criminal. a^ivil penalties or other civil acl Ions. g_ The conlractof s failure to comply with any of these provisions is a breach of contracl b the contractor which entities the governmental' erifity to declare the contract void if the contraGlor does not remedy ilia breach within ten dogs alter recejpt of notice of breach from the governmental entity. J, The contractor shall post a notice on each project site Worming all persons providing services on the project that they are required to be covered, and stating Prow a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting arequfremenIs Imposed by the Texas Worker's Dompensatfon Act or other Texas Worker's Compensation Commission rules. This notice most be printed wilh a title In at least 30 point bold type and text In at least 19 point~ normal type, and shall be in b6th English and Spanish and any other language common to the worker population_ The text for the notices shall be the fallowing text. without any additional words or changes-. "REQUIIREO WORKER'S COMPENSATION COVERAGE The raw requires that each person working on this site or provIding services related to this canstructfon project must be covered by wc)rkers' compensaliion insurance. This Includes persons providing, hauling, or deifvering equipment or materials, or providing labor or Iransportation or other service related to the project, regardless of the identity of their employer or status as ars employee." Call the Texas Worker's Compensation Commission at (512) 440-37812 to receive information on tyre legal requirement for coverage, to verify whether your employer has provided the required coverage, or to repW an employer's failure to provide coverage". D-4 COORDINATiON WITH FORT WORTH WATER DEPARTMENT During the construction of this project, it will be necessary to deaclivate, for a perlod of time, exi5#irrcg lines. The Contractor shalt be required to conrdinatn wilh the Water 0epadment to determin42 (fie bast limes for deactivating and activating those lines. D- 5 CROSSING OF EXISTING UTILITIES Where a proposed water line crosses over a sanitary sewer or sanitary sewer service IifIC and/or proposed se er line crosses over a water line and the clear vertical distance is less tharl 9 feet barrel to bw-rel, the sanitary sewer or sanitary sewer service line shall be made waterlight or be constructed of dtaolile Iran pipe. The Enginaer shall determine the required fencgth of replacement. The material for sanitary sewer mains and sanitary sewer laterals shall be Olaas 51 Ductile Iron PIpe with polyethylene wrapping. The material for sanitary sewer service lutes s11211 be extra strength cast iron soil pipe with polyelhyiew� wrapping, Adapter fittings shall be a urethane or neoprene coupling A TAA C-425 with series 300 stainless steel compression straps. Backfill, fittings, tie-ins and all oilier associated appurtenances required are deemed Subsidiary work, the cost of which shaII be induded in the price bid in the Proposal for each bid item. D- S EXISTING UTILITIES AND IMPROVEMENT The plans show the IOCali0FIG of all known surface and subsurface structures. However, the Owner a;ssvmes no responsibitity for failure to show any or all of IMese structures on the Plans, or to show thorn in their enact location. It is 1110tualiy agreed Ihat such lailure shall not be TW.7iA SC-7 OR 1C JA t MOO D Ff. wmagl Ta - PART D - SPECIAL CONDITIONS considered sufficlant basis for claims for addiilonal compensation for extm work or for Increasing the pay quanfitles in any manner whatsoever. The Conlractor shall be responsibte for verifying the Locations of and proteeling all existing utilities, service lines, or other properly exposed by his construction operations. Contractor shall make all necessary provisions (as approved or authorized by the applicable utility company) for the support,-prolect€on or relocation, andlor temporary relocation of all utitity poles, gas lines, talaphone cables, utfility services. water maims, sanitary sewer lines, electrical cables, drainage pipes, and all other utilities and structures both above and below ground during construction. The Contractor is liable for alt damages dome to such existing facilities as a result of his opet-ations and any and all cost incurred for the protection and/or temporary reloc;atton iDf such faotlktles are deorrred subsidiary work and the cosI of same and shall be Included In the cost bid per linear foot of pipe installed. NO ADDITIONAL COMPENSATION WILL BE ALLOWED, Whore existing utjiities or service lines are cut, broken or damaged the Contractor shall replace or repair the ulililies or service lines with the same type of original materlal and constructran, or better, unless olhorwise shown or noted an the plans, at his own cost and axpense, The Contractor shall immediately notify the Owner of the damaged utility or service fins- We shall cooperate with time Owners of all utilities to locate existing underground facilities and notify the Engineer of any conflicts in grades and alignment_ In case it is necessary to change or move the property of any owner of a publio. Witty, such property shall not be moved or interfered with until ordered to do so by the Engineer. The right is reserved to the owner of public utilities to eater upon the limits of the project for the purpose of making such changes or repairs of their property that may be made necessary by performance of this contract. The utility lanes and conduits shown on the plans are for information only and are not guaranteed by the City of the Engineer to be accurate as to extent, location, and depth; they aro shown on the plans as the best information available at the time of design, from the owners of the utilities involved and from evidences found on the ground. D. 7 CONSTRUCTION TRAFPIC OVER PIPE1-INE 11 Is apparent that certain construction vehicles could exceed the load bearing capacity of the pipe under shallow bury conditions. It will be the fesponslbility of the Conlreator to protect Moth the new line and the existing lines frorn these possibly oxcessive loads, The ontraotar shall not, at any time, cross the exisiirrg or new pipe with a truck delivering new pipe to the site. Any darnage to the existing or new pipe will be repaired or replaced by the Contractor, at the Contractor's expense, to the sallsfactivn of the City. In locations where it is not permissible to cross the existing or proposed pipes wilhout additional protection the Contractor may elect to provide additional protection of the pipes so that more froquent crossings of the pipes are alto ed. It s#Ill Is, however, the resporrsibilily of the onlractor to repair any damage to (lie existing or proposed lines, if the damage riesulls }rem any phase of his construction operation- D- 8 TRAFFIC CONTROL The contractor will be required to obtain a " treat Use Permit" prior to starling work. As part of the "S treat Use Permit' a traffic control pian is required- The Contractor shall be responsible for 10r21104 -8 PART T D - SPECIAL.. CONDMONS providing traffic control during the construction of this project consistent with the provisions set forth in the "Latest Edition Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways," codifled as Article 6701d Vernon's Civil Stalutes, pertinent sectlons being Section Nos. 27, 20, 30 and 31. A tfaf#ic control Plan shall he submitted For review le fir. Charles R. Burkett, CU Traffic Engineer a# 817 392-8770 at [lie re-constrycl.!on_confe ence, AiIhnugh work will not begin until the traffic control glan hes been r viewad the Contractor's tim will begin in accordance with the tuna frame established in the Notice to the Contfector. The Conti-actor will not remove any regulator} sign, instruckional sipnr street name sign or other sigh, which has been erected by the City, if it is determined that a sign must be removed to permit requfred construction, the Conlractor shall contact the Transportatlon and Public Works Department, Signs and ilharkings Division. (Phone Number $71-7738) to remove the sign. In the :ase of regulatory signs, the Contractor must replace the permanon( sign with a temporary sign meeting the requirements of the above-referenced manual and such temporary sign must he installed prior to the removal of the permanent sign. If the temporary sign is not instafled correctly or if it does not rtleet the required specificaliens. the permanent sign shall be left in place until the temporary sign requirements are met_ When construction work is nornpleled to the extent that the permanent sign can be reinstalled, the Contractor shall again contact the Signs and Markings Division to reinstall the pe�rnaneril sign and shall leave his ternporary sign in place until such reinstallation Is carnpleted. Work shall not be performed on certain locations/streets during "peak traffic periods" as determination by the City Traffic Engineer and In accordanw with the applicable provisio€l of the "City of bort Worth Traffic Control 1-1andbook for Oonsiruclfon end M niMenonce Work Area S." The cost of the traffic control is subsidiary work and the cost of same shall be included in the price bid for pipe complete in place as bid in the Proposal, and no other compensation will be allowed. D- 9 DETOURS The contrac:lor shell prosecute his work In such a manner as to create a minimum of interruption to traffic and pedestrian facillties and to the flow of vehicular and pedesirian traffic within the project area. D- 10 EXAMINATION OF SITE Ii shall be the responsibility of tho prospective bidder to visit the project site and make such examinaitions and explorations as may be necessary to determif1e a 1 con ditiQns, which may affect constructlon of tlois projecl. Particular attention should be given to methods of providing Ingress and ogress to adjacent prIvate and public properties, procedures for protecting existing improvements and disprrsrtlon of all matoriais to be removed. Proper consideration should be given to these details during the preparation of the Proposal and all unusual conditions, whlch may give, rise to later cordingencies should be brought to the atkention of the Owner prior to the submission of (lie Proposal. D- 19 ZONING COMPLIANCE PART D - SPECIAL, CONDITIONS During the construction of this project, the Contractor shall comply wilh present zoning requirements of the C Ify of Fart Worth in the use of vacant property for storage purposes, 0- 12 WATER FOR CONSTRUCTION The Contractor at his own expense will furnish water for construction_ D- 13' WASTE MATERIAL Ail waste material shall become the property of the Contractor and shall be disposed of by the Contractor at locations approved by the Engineer. All material shall be disposed of in such a manner as to present a neat appearance and to not obstruct proper drainage or to cause injury to st{eet improvements or to abutting property. D- 14 PROJECT CLEANUP BIND FINAL ACCEPTANCE The Contractor shall bo aware that keeping the project site in a neat and orderly condition is considered an integral part of 1he conhacted work and as such shall be considered subsidiary to the appropriate bid items. Clean up work shall be doer as directed by the Englneer as 1he work progresses or as needed. If, in the opinion of the Engineer it is necessary, clean-up shall be done on a daily basis_ Clean up work shall include, but not be limited to: Sweeping 1he street clean of dirt or debris Storing excess rrrateriat In appropriate and organized manner Keepirq trash of any k!nd off of residents' property If the Engineer does not reel that the jobsite has been kept in an orderly condllien, an the next estimate payment (and all subsequent payments until completed) of the appropriate bid item(s) will be reduced by 2511/6. Final cleanup work shall be done For this project as soon as all construction has been completed, No more than seven days shall elapse after completion of construction before the roadway, right- of-way, or easement is cleaned up to the satisfaclion of the Engineer. The Contractor shall make a final cleanup of all parts of the work before acceptance by [tic City of t=ort Worth or Its representative. This cleanup shall include removal of all objectionable rocks, pfea:es of asphalt or concrete and other constructiurw material. and In general preparing the site of the work in an orderly manner 2nd appearance. The City of Forl Worlh Depnrlment of Engineering shall give final acceptance of the completed project work. 0- 15 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK Prior to exe(iutfnq the Contract, it shall be the responsibility of the Contractor to furnish a schedule oullining the anticipated time for each phase of construction with slarling and completion dates, including sufficient time being alfowcd for cleanup_ The Contractor shall not commence w1th water andfor sanitary sewer installation until such tune that the survey cut-sheets have been received from the City inspector, D- 16 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES Ther following procedures +will be followed regarding the subject item on This contract: 1. A warning sign not less than five incises by seven inches, painted yellow with black letters that are legible al twelve feel shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoislincq equipment or similar apparatus. PART D - SPECIAL CONDITIONS The warning stgn shall read as follows- "WARNING - UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES." , Equipment that may be operated vvilfifn ten feat of high voltage lines shall have Insulating cage-(ype of guard about the boom[ or arm, except hack hoes or dippers, and insulator links on the lift hook connections. 3. When necessary to work wlthfn six feet of high voltage electric fines, too#Ification shall be given (he power company (ONCORE) who will erect temporary mechanical barriers, de- ep erg Ize the Iines, or raise or lower the lines- The work done by the power company shall fiat be at the expense of the City of Fort Worth. The notifying deparlment shall maintain an aecurale log of all such nails lo ON ORE, and shall record action taken in each case. 4. The Cont{actor is required to make arrangements will) the ON ORE company for the temporary relocation or raising of high voltage lines apt the Ccrilrsctor's sole cost and expense. 5. No person shall work within six feet of a high vollage line without proterAion having been taken as outlined in paragraph (3). D- 17 BID QUANTITIES 8 l quantities of the various '[terns in the proposal are for cornparison only and may not reflect the a,otuat quantities. There is no limit to which a bid item can be increased or decreased- Contractor shall not be entitled to rianeganliation of unit prices regardless of the final measured quarilltie;s. To the extent that 4-4.3 conflicts with this provision, this provls�on controls- No claim will be considered for lost or anticipated Profits based upon differences In estimated quentities versus actual quantities_ D- 18 CUTTING OF CONCRETE When existing concrete is cut. such ruts shall be mare with a concrete saw. Ail sawing small be subsidiary to the unit cost of the respective Item- D- 19 PROJECT DESIGNATION SIGN Project signs are required at all locations. It shall be in accordance with the attached Figure 30 (dated 9-18-96). The signs may be mounted on skirls or posts- The Engineer sha[I approve the exact !orations and methods of mounting. In addition to the 4' x 8' project signs. prejeel signs shall be attached to barricades used where manhole rehabilitation or replacement Is being conducted- Signs suspended from barricading shail be placed fro such a way that signs do not interfere with reflective paint or coloring on the barrloades. Sarrfcade signs shall be in acmrdance wilhr Figure 30, except that they shall be V-0" by '4" in size- The Informoliori bore shall have the following information', For Questions on ihfs Project Call- (817) alm(817) 571-8806 -F 7,30 am to 4;30 p.m. or (817)871-8300 Nights and Weekends Any and all cost for the required matvrials, labor-, and egUIpment necessary for the furnishing of Project Signs shall be considered as a subsidiary roost of the project and no additional ccjrt�pr?nsatjon will be allowed. _ - - PART D - SPECIAL CONDITIONS D- 20 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT At locations In the project where mains are required to be placed under existing sidewalks and/or driveways, such sidewalks andlor driveways shall be completely replaced for the full existing width, between existing oonstruction or expansion joints with 3000 psi concrete with reinforcing steel on a sand cushion in accordance with City of Fort Worih Trans portalionlPubfic Works Department Standard Specifications for Con!Wuction, item 504. At locations where mains are requuired to be placed under existing r-urb and gutter, such curb and gutter shall be replaced to match type and geometry of the removed curb and gutter shall be installed in accordance with City of f=ork Worth Pot*c VVarks Department Standard Specification for Construction, Item 502. Payment for cutting, backfill, concrete. forming materials and all other associated appurtenances required, shall be included in the square yard price of the bid item far concrete sidewalk or driveway repair. D- 21 MISCELLANEOUS PLACEMENT OF MATERIAL Material has been allocated under various bid items in the Proposal to establish unit prices for rniscellaneous placement of materlal, These materials shall be used only when directed by the Engineer, depending on fief conditions. Paymeni for miscellaneous placerneni of material will be made for only chat amount of material used, msasured to the nearest orae-tenth unit. Payment for miscellaneous placement of material shall be in accordance with the General Contract Documents regardless of the actual amount used for the project. D- 22 CRUSHED LIMESTONE EACiCFILL Where specified on the plans or directed by the Engineer, Crushed Limestone shall be used for trench backfill on this project. The material shall conform to Public Works Standard Specificalions For Street and Storm Drain Construction Division 2 11om 208,2 - Materials and Division 2 Item 208.8 - Materials Sources, Trench backfill and compaction shall meat the requirements of F2-2 Excavation and Backfill, Construction SpecifieatloDs, General Contract Documents_ Payment for crushed limestone backfill in place shall be made at the unit price bid in the Proposal multiplied by the quantity of material used measured in accordance with E2-2.16 Measuremeni of Backfill Materials, Construction Specifications, and General Contrael Documents. D- 23 2:27 CONCRETE Transportation and Public Works Department lypical sections for Paverneril and Trench Repair for Utility Cuts Figures 1 through 5 refer to osIng 2-27 Concrete as base repair, Since This call- out includes the word "concrete the consistent interpretation of the Transportation and Public Works Depar#meril is that ibis fat€o specifles two ( ) sacks of cemegl. per cubic yard of concrele. D- 24 TRENCH EXCAVATION, BACKFILL, AND COMPACTION Trench excavatlon and barAtill under parking lots, driveways, gravel surfaced roads, within easements, and within existing or future R.0,W, shall be In accordance with Sections E1- Backfill and E2-2 Excavation and Backfill of the General Contract Documents and peclfIcations except as specifled herein. ror27104 SC-12 - PART D - SPECIAL CONDITIONS 1, TRENCH i`} AVATION: In accordance with SeclIon E2-2 Excavation and Backfill. If 1he stated maxirnurn trench widths are exceeded, either thraugh accldent or otherwise, and if the Eng Ineer determines that the design loadings of the pipe wl11 be exceeded, the Ccntractor will be required to support the pipe with an Improved trench bottom. The expense of such remedial meas ufes shall be enfirely the Contractor's own. All trench Ing operations sha11 be con Fined to the width of permanent rights-of-way. permanent easoments, end any temporary constfuction epseinenis. Alt excavation shafl be in strict compliance wish the Trench Safety Systems Special Condition of this document. 2. TRENCH BACKFILL-FILL- Trenches which tie outside of existing or future pavement shall be backfilled above the top of the embedment material with Type "C" backfill material. Excavated material used far Type " " backfill must be mechanically compacted unless the Contractor can furnish the En91neer with satisfactory evidence that the P.1, of the excavated material is less Than 8_ Such evidence she 11 be a test report from an i ridepen de tit tasting laboratory and must include representative samples of soils in all involved areas, with a map showing the location and depth of the various test holes. If iaxcavated material is obviously granular in nature, contaif*g little or no plastic material. the Eng Ineer may+ waive the test report req ulrernent, See E 1-2.3, Type "C" or "D" f3ackl'iH, and E2-2.11 Trench Backfill for additional requirernents, When Type "C" back-till rnateriat is not suitable, at the direction of the Enginoer, Type "B" backfill material shall be used_ Ire general, all backfill material for trenches in existing paved streets shall be in accordance with Figure A. Sand rnaterlal specified in Figure A shall be obtaifred from an approved source and sba11 consist of durable pa01cles free of thin or elongated pieces, lumps cif clay, Soil, loam or vegetable matter and shall meet the following gradation: Less than 10% gassing the #200 sieve P.t, = 10 or less Addi[ion ally, the crushed IImestone embedment gradation spec lif Ied in Section 1-1-0 Crashed Limestone for Embedment of the General Contract Documents and Specifications shall be replaced with the follofng: Sieve Size ° Rejained , 1" 0-19 +112" 40-75 3 # 8" 55-90 44 90-100 48 95-100 X111 other provisions of this section shall remain the same, 3, TRENCH COMPACTION. All trianch backfill shall he placed in lifts ger E2-2-9 Backfill, Trenches which lie outside existing or future pavements shall be compacted to a minimum of 90% Standard Proctor Derisity (A, .T.M. D698) by mechanical devices specifically designed for compaction or ak combina(ion of methods subject to approval by the FnpIneer_ Trenches which lie under existing or future pavement sha11 be back fiIIed per Figure A voi(h 95% Standard Proctor Density by mechanical devices specifically designed for compaction or a combinal lan of methods subject to approval by lire Engineer. Backfill material to be compacted as described above most be within +-4% of its optimum moisture content. The tap two ( ) feet of sewer line trenches and the top eighteen (18) inches of water line may be rolled in with heavy +CV2r11 4 O-1 PART D - SPECIAL CONDITIONS equipment Hires, provided it is placed in lifts appropriate to the material being used and the operation can be performed without damage to the installed pipe. The City, at its awn expense, will perform trench compaction tests per A. ,T.M. standards on all trench backfill. Any retesting required as a result of failure to compact the backfill material to meet the standards will be at the expense of the Contractor and will be billed at the commercial rates as determined by the City_ These soil density tests shall he performed at two (2) foot vertical Intervals beginning at a level two (2) feet above the top of the installed pipe and cdrntinuing to the top of the completed backfill at intervals along the trench not to exceed 300 linear feat_ The Cont mrtor wilI be responsible for provilding acoess and trench safety system to the level of trench backfill to be tested. No extra compensation will be allowed for exposing the backfill layer to be tesled or providing trench safety system for tests conducted by the City,. 4, MEASUREMENT AND PAYMENT; ILII material, with the ex eption of Type "W backl5ll, and labor costs of excavation and back ill will be included in the price bld per linear foot of water and sewer pipe. Type "B" backfill shall be paid for at a pre-bid unit price of$15.00 per cubic yard. D- 25 TRENCH PAVEMENT (PERMANENT) REPAIR (E2A9) FOR UTILITY CUTS The unit price bid ander the appropriate bid item of the proposal shall cover all cost for provilding pavement repair equal to or superior in composition. thickness, etc_, to existing pavement as detailed in the Public Works Department typical sections for Pavement and Trench Repair for Utility Cuts, Figures 2000-1 throtighl 2000-3. The results of the street cores that were conducted on the project streets, to determine HMAC depths on existing s#reels. are provided in these specifications and cont{act documents. All required paving cuts shall be made with a concrete saw In a true and stvaight llne On both sides of the trench, a minimum of twelve (12) inches outside the trench walls, The trench small be backfilled and the top One (9� inches shall be filled with required materials as shown cn paving details, campaoted and level with the finished slreel surface. This finished grade shall be maintained in a serviceable condition until the paving has been replaced, All residential driveways shall be accessible at night and over weekends. It has been determined by the Transportation and Public Warks bepartrrrent that the strip of existing HMAC pavement between the exis€ing gutlef and the edge of the trench pavement repair will not hold up If such s#rip of existing pavement is two (2) feet or less in width. Therefore, at the locations in the project where the trench wall is three ( ) feet or less from the lip of the exisling gutter, the Contractor shall be required tc remove the exisling paging to such gutter. The pavement repair shall than be made from a minimum distance of twelve (12) inches outside the french wall nearest the center of the street to the gutter line. The paverneni! shall be replaced w0in a maximurn of five (5) working days. providing job placement conditions will permit repaving. If paving conditions are not suftable for repaving, in the opirtion of Ilse Owner, the repaving shall be done at the earliest possible date. A permit mast be obtained from the Department of Engineering Construction Sorvices Section by the Contractor in cofttcrrnanc 8 with 0rd]nance No, 3449 andfar Ordinance No. 792 to maks uIilIl cuts In the slroe 1. Thee De parl m ink of Engineering will inspect the paving repair after ccnstruelion. This permit requirement may be waived if work is being done under a Performanm Bond and inspected by The Deparlment of Engineering. 74127JD.1 - - -14 PART D - SPECIAL CONDITIONS Dµ 26 SITE, SPECIFIC TRENCH SAFETY SYSTEM (COVERS ALL PROJECTS) A. GENERAL- This specification covers the trench safety requirements for all trench excavations excesding depth of five ( ) feet In order to protect workers from rave-ins. The requirements of this item govern all trenches for mains, manholes. vaults, service litres, and all other appurlenances. The design for the trench safety shall be signed and sealed by a R8gistered Professional Engineer llconsed ire Texas. The trench safety plan shall be specific for each water and/or sanitary seeder line included in the project. I3_ STANDARDS: The latest version of the U.S. Department of Labor, Occupational Safety and Health Administration Standards, 29 CFR Part 1926. Sub-Part P - Excavations. are hereby made a part of this specifics#ion and shat! be the miinimum govefning requirements for trench safety, O. DEI=INITfONS- 1. TRENCHES - A trench is referred to as a narrow excavation made below the surface of the ground irk which the depth is greater than the width, where the width measured at the bottom is not greater than fifteen (1 5) feel, . BENCHING SYSTEM - Benching means excavating the sides of a trench to form ane or a series of horizontal level or steps. usually with vertical or near-vertical surfaces between levels_ 3. 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 lhat is able to withstand the forces imposed on it by a cave-in and proteol workers wilhin the structure. Shields can be permanent structures or can be designed to be portable and move along as (he work progresses_ Shields can he either pre-manufactured or job-built in accordance with OSHA standards. 5. SHORING SYSTEM - Shoring means a structure such as a rrielal hydraulic, 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 cross braces, vertical rails, (uprights), horizontal rails (wales) and/or shPaIing, D MEASUREMENT - Trench depth is the vertical measurement from the top of the existing ground to the bottom of embedment or bottom of excavation. The ga.aantliy of trench safely systems shall be based on the linear foot a(r7ounl of trench depth g{eater than We (5) feet, E, PAYMENT - Payment small be full compensalion for safely system design, labor, tools, materials, equipment and incidentals necessary for the Installation arid removal of Irench safety systems. D- 27 SANITARY SEWER MANHOLES A. GENERAL; The installation, replacerrient, andlor rehabilitation of sanitary sewer manholes will he required as shown on the plans, and/or as describes} in (hese Special Conlract Documents in addilion to those located in the field ansa identified by the Engineer, All manholes shall be in accordance with sections E1-14 materials for Sanilary Sewer Manholes, Valva Vaudg, Etc,, and E2-14 Vault and Manhole Cons1rudlon of the General Contract 1&27�04 SC-15 PART D - SPECIAL CONDITIONS Documents and Specifications, unless amended or superseded by requirements of this Special Condition, For new sewer line installations, the Contractor shall temporarily plug all Iines at ever} open manhole under construction in order to Deep debris out of the dry sewer lines. The plugs shall not he ramoved until the applicable manhole complete with cone section has been constructed and the fid installed to keep out debris as a result of addilionaf construction. I_ CONCRETE COLLARS: Concrete collars will be required on all manholes specified as per Figu{e 121. , WATERTIGHT MANHOLE INSERTS: Watertight gasket manhole inserts shall be installed In all sanitary sewer rmanhotes. Inserts shall be constructed in accordance wilh Fort Werth Water Deparlmenl Standard E100-4 and shall be Fitted and instalied according to the manufacturer's recommendations. Stainless Steel manhole inserts shall be required for all pipe diameters 18" and greater. 3_ LIFT HOLES. AH lift holes shall be plugged with a precast concrete plug. The lift halo shall be sealed un the outside of the manhole with Ram-Nek or an approved equal sealant. The lift hole shall be sealed on the inside of the manhole with quick setting cement grout_ 4. FINAL RIM Et_EVF1TUNIS. Manhole rims in parkways, iawns and other Improved lands zhall he at ars elevation not more than one (1) nor less lhan one-half (V2) inch above the surrounding ground. Backfill shall provide a uniform slope from the top of manhole casting for not less than three (3) feet each direction to exisling finish grade of the ground. The grade of all surfaces shall be checked for proper slope and grade by string lining the entire area regarded near the manhole. Manholes in open fields, unimproved land, or drainage courses shall be at an oievation shown ori the drawings or minimum of 6 Inches above grade. 5. MANHOLE COVERS. All lids shall have pick slots in lieu of pick holes. Manhole frames and covers shall be McKinley, Type h!, with indented top design, or equal, with pick slots. Covers snail set flush with the rim of the frame and shall have no larger than V&Inch gap between the frame and corer. Bearing surfaces shall be machine finished. Locking manhole lids and frarnes will be restricted to localions within the 100-year floodplain and areas speclfieally designated on the p.laris, Certain teed Ductile Iron Manhole Llds and Frame,-, are acceptable for use where locking lids are specified. 6_ SHALLOW CONE MANHOLES- Shallow manhole construction will be used when manhole depth is four (4) feet or less_ All shallow cone manholes shall be built in accordance w+th Figura 105. All shallow cane manholes shall have a cast iron lid and frame wlth pick slots. NOTE; MAN 1-1OLES PER FIGURE 106 WILL NOT SE ALLOWS-,D. 7. MANHOLE STEPS. No rnanhofe steps are to be installed on any sanitary sower manhole, 8, EXTERIOR SURFACE COATING: Exterior aurfaces of all manholes shall be coated with two mop coats of coal tar epoxy, Koppers "Biturnestic Super Servicer Black" Tnemuc "46- 450 Heavy Tnemecol," or equal to, a minimum or 14 mils dry film thickness. .g. MANHOLE JOINT SEALING, All interior and/or extedor joints on concrete marrhnlo sections constructed #or the Cily of Forl Worth Water Department, excluding only the PART D - SPECIAL CONDITIONS Joints using a trapped typo performed 0-ring tubber gasket shall require Biturmastiio joint sealants as per Figure M. This sealant shall he pre-formed and trowelable Biturnastic as rrranufactured by Kent- Seal, Ra m-Nek, &Z Stick, or equal. The joint sealer shall be supplied in either extruded pipe form or suitable cross-sectiomal area or flat-tape and shall be sized as recommended by the manufacturer and approved by the Engineer, The joint sealer shall be protected by a suitable removable wrapper and shell not in any way depend on oxidation, evaaporatlon, or any other chemical action for either its adhesive properties or cohesive sirength. The ,joint sealer shall retrain totally flexible withoul shrinking, hardening. or oxidizing regardless of the length of time it is exposed to the elements. The manufacturer shall furnish an affidavit attesting to the successful use of the product as a pre-formed #lexlbfe joint sealant on concrete pipe and man hoile secl ions for a period of at least five years. B. EXECUTION: 1, INSTALLATION OF JOINTSEALANT.- Each grade adjustment ring and manhole frame shall be sealed with (he above-specified inateria}f , Alf surfaces to be in contact with the joint sealant shall be thoroughty cleaned of dirt, sand, fraud, or other foreign matter. The manufacturer shall apply a primer to all surfaces prior to installing the joint sealant in accordance with the recommendations. The protective wrapper shall remain on the joint sealant until imrnediateiy prior to the placement of the pipe in the trench. (tear removal of the protective wrapper, the joint sealant shall be kept clean. Install frerres and cover over manhole opianing wish the.bottom of the rings resting on Bitumastic joint sealer_ Frames and grade rings shall rest on two { } rows (inside and outside) of Bitumastic joint sever. . SEALING AND)OR ADJUSTING EXIST(NG MANHOLES. Excavate (rectangular full depth saw cut if in pavement) adjacent to the manhole to expose the entire manhole frame and a rninim3um of 6 inches of this manhole wail keeping the sides of the trench nearly vertic A_ Remove manhole frame fmm the manhole structure and observe the condition of the frame and grade rings. Amy frame or grade ring that is not suitable for use as determined by the Engineer shall be replaced. Graefe rings that are constructed of brick, black materials other Than pre-cast concrete rings, or where necessary and approved by the Engineer. shall be replaced with a pre-cast flattop section. Fre-cast concfete rings, or a pre-cast concrete flattop section wilt be the only adjustments allowed, In brick or block manholes, replace the upper porlion of the manhole to a point 24 inches below the frame, if the walls or cane section below this level are structurally unso>.amd, notify the Engineer prior to replacement of the grade rings and manhole frame. Existing brickwork, if damag-ed by the Contractor. shall be replaced at the Contractor's expense. Wire brush manhole frame and exposed manhole surfaces to remove dirt and loose debris. Coat exposed manhole surfaces wlth aa1 approved bonding agent fotlowed by an application of quick setting hydraulic cement to provide a Srrmoth working surface. If the inside diameter- of the manhole is too large to safely support new adjusirrrent rings or frarnes, a flat lop section shall bra irrstalledf Joint surfacL-s between the frames. adjustment rings, and cone sectlrr7 shall be free of dirt, s[ones, debris acrid voids to ensure a watertight sea], Place flexible asks pint avxa -'i 7 PART D - SPECIAL CONDITIONS material along the inside and outside edge of each joint, or use trowelable material in lieu of preformed gasket material. Position the butt joir}t of each length of joint material on opposite sides of the manhole. No steel shims, woad, stones, or any materlal not specifically accepted by the Engineer may be used to olatain final surface elevation of the manhole frame. In }paved areas or future paved areas, castings shall be installed by using a straight,edcge not less than to (1 q) feet long so Ihat the tap of the casting will conform to the slope and finish elevation of the paved surface. The top of the casting shall be 118 inch below the finished elevation. Allowanc" for the compression of Etre joint material shall be made to assure a proper fin2a1 grade etevaIion, I EXPOSED EXTERIOR SURFACES: All exposed exterior surfaces shall be coated wilh two mop coats of coat tar epoxy. Kopper "Biturnastic Super Service Mack"; Tnemec "40- 450 Heavy Trternecol", or egoal, to a minlmurn of 14 arils dry film thickness. 4. The exterior surface of all pre-cast section joints shall be thoroughly cleaned with a wire brush and then waterproofed with a 112-inch thick coat of trowelable btturrkastic joint sealant from 6-Inches bel" to 6-Inches above the joint_ The coated Joint shall then be wrapped with 6 mil plastilc to protect this sealant frorn damage during backfilling. G. MEASUREMENT AND PAYMENT, The price bid for new manhole installations small include all labor, equiprrreRt, and materials necessary for constfuciian of the manhole including, but nut limit8d to, 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 recanstruciron of exi5tlncg manholes shall include all labor equipment and rnailerials necessary for construction of new manhole, including, but not limited to, excavatiort, backfill, disposal of materials, joint sealing, lift hoia sealing and exterior surface coating. Payment shall not include pavement repincement, which if required. shall he paid separaiefy+. The price bid for adjusting and/or sealing of existing manholes shall include all labor, equipment and materials necessary for adjusting andfor sealing the manhole, including but ncl limlted to, joint sealing. Ilft hale sealing. and exterior surface mating. Paymeni for concrete collars will be made per each. Payment for manhole ir}seds will be made per each. D- 28 SANITARY SEWER SERVICES Any reconnection, relocation, re-routes, replacement. or n&w sanitary sewer service shall be required as shown on the plans. andlot as described in these Special Contact Documents in addition io those located in the field and Identified by the Engineer as active sewer taps. The service connections shall be consiructed by the Contractor utilizing standard factory manWaChJed tees. City approved factory manufaclured saddle taps may be used, but only as directed by the Engineer_ The decision to use saddle taps as opposed to tees shall be made on a case-by-case basis. The Contractor shall be responsible for coordinating the scheduling of lappJng crews wilh building a hers and the Engineer in order chat the work be performed in an expeditious mariner. A minimum of 24 hours advance notice shall be given when taps will be required. Severed service connections shall be maintained as specified in section 8-.6.1 5. PART D - SPECIAL CONDITIONS D. SEVER SERVICE RECONNECTION, When sewer service reconnection is called for the Contractor shall vertically adjust the existing sewer service line as required for reconnection and furnish a new lap. The fittings used for vertical adjustment shall consist of a maximurn Bend of 45 degrees. The tap shall he Located SO 21S to ifne tip with the service lane and avoid any horizontal adjustment. For open cut applicallons, all sanilary sewer service lines stall 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 line or as directed by the Engineer. Procedures listed below for Sewer Service Replacement shall be adhered to for the inslallation of any sewer service lire including the incidental four (4) feet of service Iine which is included in the price bid for Santtary 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 [tie price bid for Sanatory Sewer Traps. E. SEWER SERVICE REPLACEMENT- All building sewer servhcas encountered during construction shall be adjusted andlor replaced by thre Contractor as directed by the Erginoer as required for the connection of the sewer service line. if the sewer seMos line is in Stich condition or adjustment necessitates the replacement of the sewer service Ilne, all work shall be performed by a licensed plurnbar. The Engineer shall determine the iength of the replacernent. 1411 sewer services shalt be installed at a minimum of two ( ) percenI slope or as approved by the EngIneer. For situations involving sewer service rerouting, whelher on public or private property, the City shall provide lime and grade for the sewer service limes as shown on the project glans. Prior to installing the applicable sewer main or lateral and the necessary service lines, the Contractor shall verify (by dry-holing at the building clean-out) the elevalions (shown on the pians) at (he bullding clean-out and compare the data with the elevation at the proposed connection point on the sewer maid. in order to ensure that the two ( ) percent minimum slope (or as specifled by the Engineer) requirement is satlsfied. Elova loris shall alto be verltled at all bend locations on the service re-rotate. All applicable sewer mains, laterals and affeclad service lines that are installed without pre-construcfion de- holing at the affected residences (to verify design elevations) shall be removed and replaced as necessary at the Contractor's expense ire the event grade conflicts are brought to light after de-holing is conducted- All elevalion information obtained by the Contractor shall be submitted to the Inspector. The Engineer shall he immedlately notified in the event that the two ( ) percent minimum slope is not satished. If the orrtractor determines that a different alignment for the re-mute is more Beneficial than shown on the plans, the Contractor shall ob ain and submit ail relevant efevaiion information for the new alignment to the Inspector and shall be responsible for ensurfng that the two ( ) percent minimum grade (or as approved by the Engineer) is satisfied. Primer to backfilling, the Contractor shall doubts check the grade of the installed service lima and submit signed documentation verifying that the line has been instalfed as designed to the Engineer, The Contractor, at Its sale expense, shall be required to uncover any sewer service for which no greee verificatfan has beer? submlltid. All re- routes that are not Installed as designed or fail to meet the City cone shall be reinstalled at the Contractor's expense- The Contractor shall ensure that the service line is backffled and compacted in accordance with the City Plumbing Code, Connection to the existing sewer service Ilne shall be made with appropriate adap(er fittings. The fitting shall be a urethane or neoprene couplIng A,S,T_M. -425 Wlth series 900 stainless steel compressfon straps_ The Contractor shall remove the existing clean-out and plug the abandoned sewer service Iine. The conlractor shall utllize schedute 40 PVC for all sanitary sewer service re-roules or relocations located on private properly. Furthermore, the contractor shall ritilize the services of a I[cense d plumber for a I I service Iine work ole privatQ propedV. Permits) must be obtained from the City of fort I odd Development Department for atI service line work on privole r 0127/0a -19 PART D - SPECIAL CONDITIONS property and all work related to the service line must be approved by a City of Fort Worth Plumbing Inspector. A copy of the plumbing permit shall be provided to the Engineer prior to bn9in zing work on the sanitary sewer service re-route and proof of final acceptance by the Plumbing inspector shall be provided to the Engineer upon completion of the sanitary sewer re-route. Payment for work and mn180sls such as backfill, removal of exisling clean-outs, plugging the abandoned sewer service line, double checking (he grade of the installed service line, pipe fittings. surface restoration on private property (to match existing), and all other associated work for aervice replacements In excess of four (4) linear feet shall be included in the linear foot price bid for sanitary sewer service line replacement on private property or public right of way. Payment For all work and material involving the "llapp shall t>e included in the price bid for san lary sewer service taps. D- 29 REMOVAL, SALVAGE. AND ABANDONMENT OF EXISTiNO FACILITIES Any removal, salvaging andfor abandonment of existing facilities will necessarily be required as shown on the plans, and/or described in these Special Contract Documents In addition to those located in the fleld and Identified by the Engineer. This work shall be done in accordance with Section E2-1.5 Salvaging of Materlal and E2-2.7 Removing Pipe, of the Gerieral Contract Documents and Specifications, unless amended or superseded by requirernents of this Special Condition, A. SALVAGE OF EXISTING WATER METER AND METER BOX: Existing water meter and meter box shall be removed acid returned to the later Department warehouse by the Contractor in accordance wkth S ecticn E2-11-5 Salvaging of Materials. B. SALVAGE OF EXISTING WATER METER AND CONCRETE VAULT LID: Existing water meter and concrete vault lid shall be removed and FeWrned to the Water Department warehouse by Ilie Contractor in accordance with Section E2-11-5 Salvaging of Material . The cgncrete vault shall Ise demoll shed in place to a point not Iess than 18 inches below final grade. The concrete vault shall [hon bk: backfilled and compacled in acwrdance with backfill method as specified in Section F-2-2.9 Backfill, Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. C. SALVAGE OF EXISTING FIRE HYDRANTS. Exisling fico hydrants shall be removed and returned 10 the Water Department warehouse by the Contractor in accordance ith Section E2-1_5 Salvaging of Materials_ The void shall be backfilled and compacted ire accordance with backfill melhod as specified in Section E2-2.9 BackfIll. Backfill material skull be suitable excavated material approved by the Engineer. Surface resiQration shall be compatible with exislIng surrounding surface and grade, D_ SALVAGE OF EXISTING GATE VALVE: Existing gate valve and valve box and lid shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1,5 Salvaging of Materials. The void area caused by Iha valva removal shall be backfilled and compacted In accordance with backfill method as specified in Section E2-2,9 Backfill. Backfill material shall be suitable excavated matLn-rkal 8pproued by the Engineer_ -Surface restoration shall be compatible with existing surrounding surface and grader_ If 1he valve is in a concrete vault, the vault shall be demolished in glace to a paint no less than 18" below final grads, PART D - SPECIAL CONDITIONS E. ABANDONMENT OF EXISTING GATE VALVE: Exlsgng gate valve and box IId shall be abandoned by first closing the valve to the fully closed posl0on and demolishing the vatve box In place to a point not loss then 18 inches below final grade. Concrete snail then be used as b2ackfill material to match existing grade, F_ ABANDONMENT OF EXISTING VAULTS. Vaults to be demolished in place shall have top slab and lid removed and vault walls demolished to a point not less (han 18" below final grade, The void area caused shall then be backfilled and compacted in accordance with backfill rrnelhad as specified inti Section E2-2_9 Backfill_ Backfill material shall be suitable excavated material approved by the Engineer. Surface resleration shall be nompatlble with the existing surrounding grade- G. ABANDONMENT OF MANHOLES, Manholes 1a be abandoned in ptace shall have all pipes entering or exiting the structure plugged wilh lean concrete. Manhole top or crone section shall be removed to the lop of the cull barrel diameter section, or to point not less than 18 inches below final grade. The structure shall theta be backi'llied and compacted in accordance with, backfill method as specified in Section E2-2.9 Backfill. Backfill material may be either clean washed sand of clean, sultable excavated material approved by the EngIner~r, Surface restoration shall be compalible llh surrounding service ;surface. Payment for work involved in backfilling. plugging of pipe{s} and all other appurtenances required. shall be included In tha appropriate bid Item -Abandon Existing Sewer 10anhvie. H. REMOVAL OF MANHOLE , Manholes to he removed shall have all pipes entering or exiting the structure disconnected. The complete manhole, including top or cane section, all frill barrel diameter section, and base section shall be removod. The excavation shall then be backfilled and compacted in accordance wlth backfill method as specified In Seclion E2-2.9 Backfill. Backfill material may be u+ilh Type 0 Backfill or Type 8 Backfill, as approved by the Engineer. Surface restoration ;shall be compatible with surrounding siirface. L CUTTiNG AND PLUGGING EXISTING MAINS. At various locations on this project, II may be required to cut, plug, and bleat existing water mains/services or sanitary sewer mains/services in order to abandon these lines. Cutting and plugging existing mains and/or services shall be considered as iricidental and all costs incurred will be censiderod to be inr,Wed in the linear foot bid price of the pipe, unless separale trenching is I-equ[red_ J. REMOVAL OF EXISTING PIPE. Where removal of the existing pipe is required, it skull be the Cantractorrs responsibility to properly dispose of he removed pipe. All removed valves, fire hydraols and meter boxes shall be delivered to Water Department Field Operation, Storage Yard. _ PAYMENT: Payment for all work and material Involved In salvaging, abandaning and/or removing existing facilities shall be included in the linear foot bid price of the pipe, except as follows. separate payment will be made for removal of all fire hydrants, gate valves. 16 inch and larger, and sanitary sewer maoholes, regardless of location. Payment will be made for salvaging, abandoning and/or removing all other existing facilities when said facility is not beim FePfnced in the same lfench (Le., when rempuall requires a separate trench). L ABANDONMENT OF EXIS'rING SEWER LINES, Where plants call for abandonment of existing sewer mains after the corGstruction of a new sewer main, the Contractor shall be respoosibif., for TV inspec#ion of 1005'a of the existing srSu+er m a In to be abandoned to make a f ntirxma SC-21 _� PART D - SPECIAL CONDITIONS final determination that all existing servloe conneclions have been reiocated to the new main- Once this delermination has been made, the existing main will be abandoned as indicated above In Item 11- D- 30 DETECTABLE WARNING TAPES Detectable underground utility warning kapas 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 small be "Detect Tape" manufactured by Allen Systems, Inc. or approved equal, and shall consist of a minimum thickness 0,35 rails solid aluminum foil encased in a protective !nett plastic jacket (hot is impervious to all !mown alkalis, acids, chemical reagents and salvent<s found in the soil- The minimum overall thickness of the tape shall be 5.5 rolls, and the width shall not be less than two inches with a minimum writ weight of 21 pounds/1 lnchl100% The tape shall be color coifed and imprinted with the message as follows: Type of tlfifity Color Coate Legends Water Safety Blue Caution! Buried Water Line Below Sewer Safety Green Caution! Buried Sevver tine Below Installation of detectable ispes shall be per manufacturer's recommendations and shall be as close to khe grade as is practical for optimum protection and detectability. Allow a minimum of 18 inches between the tape and the pipe. Payment for work such as backfill, bedding, blocking. detectable tapes, and all other assor~inted appurtenances required shad be included in the unit price bid for the apprQpria to bid itern(s). lam 31 PIPE CLEANING .feints shall be wiped and ihen inspected for proper Installation by the inspectors. Each joint shall be swept daily and kept clean during installation. A temporary night plug shall be installed on ail' exposed pipe ends during any period of work stoppage- 0- 32 DISPOSAL OF SPOILIFILL MATERIAL Prior to the d1sposing of any sgolllfill material. the Contractor shall advise the Director of Engineering Depadment, acting as the City of fork Worth's f=lood Plain Adminisirakor ("Administrator"), of the location of all siles where the Contractor intends to dispose of such material. Contractor shall not dispose of such material until the proposed sites have been determined by the Administrator to meet the requirements of the Flood Plain Ordinances of the City of Fort WGrlh (Ordinance No. 10056). Alt disposal sites must be approved by the Administrator to ensure That filling is not occurring within a floodplain wifhouf a permit. floodplain permit can be issued upon approval of necessary Engineering studies, No fill permit is required if disposal sites are not in a iloodplaln, Approval of the Contractor's disposal sites shall be evidenced by a leiter signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain Fitt Perrnit aufhorizIng fill within the Ilood plaln. Any expenses assoclated with obtaining the fill permit, lncluding anti necessary Engineering studies, shall be of the Contfackor's expense, in the event that the Conlractor disposes of spoillfiill material at a site without a fill permit or a letter from the administrator approving the disposal site, upon r alMcafion by the Director of Engineering Department, Conlracfur shall remove the spell/fill material at its expense and dispose of such materials in accordance with the Ordinances of the City and this section. J&27 SC-22 PART T D - SPECIAL CONDITIONS D- 33 MECHANICS AND MATERIALMEN'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 specfficatlons for materfals set out the min1murn standard of quality, which 1110 City believes necessary to procure a satisfactory project. No substitutions will be permitted until the Contractor has received written permission of the Engineer to make a substitutlon far the material, which has been specified. Where the terra "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 furn€shed, it will be approvable, as lho particular trade name was used for the purpose of eslablishing a standard of quality acceptable to the City. If a product of any other name Is proposed for use, the Engineer's approval thereof must be obtained before the Contractor procures the proposed substitute. Where the t4qrm "or equal", or "or approved equal" is not used in the specifications, INS does not necessarily exclude aft rnative items or malerial or equipment which may accomplish the intended purpose. However, the Contractor shalt have the full responsibility of proving that the proposed substltu#ion Is, In fact, equal, and the Engineer, as the represantative of the City, shall be the We judge of the accep#ability of substitutions. The provisions of this sub-section as related to "substitutions" shall be applicable to all sections of these specifications. D- 35 PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWED A. GENERAU Prior to the reconstruction, ALL sections of a feting sanitary sower lines to be abandoned, removed (except whero Eyeing replaced in the same location), or rehabilitated (pipe enlargement. cured-ire-place p1pe, fold and form pipe, slip-line, etc.), shall ,be cleaned, and a leievision inspect:iori parformed to identity any active sewer service taps, other sewer laterals and their location. WoFk shall consist of furnishing all labor, material, and equipment necessary for the cleaning and inspeclion of the sewer lines by means of closed circuit television. Salisfactory precatillens shall be taken to protect the sewer Ilnes from damage that might be inflicted by the improper use of cleaning equipment. 1. HIGH VELOCITY JET (HYDROCLEANING) EQUIPMENT-. The h€gh-velocity sewer line cleaning equipment shall be constructed for easy and safe operation. The equipment shall also have a selection of two or mQr-e high-velocity nozzles. The nozzles shall be capable of producing a scouring acliorti from 15 to 45 degrees in all size tines designated to be cleaned. Etluiprnent shaft also incl Me a high-veiooity guru for washing and scouring manhole walls and floor. The gun shall be capable of producing flows from a fine spray to a solid stream- The equipment shall carry its own water lank, .auxiliary engines, pumps, and hydraulically driven Bose reel. Hydratik;alty Propelled Equipment shall be of a movable darn type and be constructed in such a way that a poilron of the darn may bo collapsed at any time during (lie cleaning operation to protect against flooding of the sewer- The movable dam shall be equal in diameter around the puler periphery tQ ensure removal of grease- If sewer cleaning balls or olher equipment, which carmol be collapsed. is used, special precautions to prevent flooding of the sewers and public or private property shall be taken. The flow of sewage present in the sewer lines shall be tiliiized to provide nacessory fluid for hydraulic cfeanirrg devices wfienevbr passible. . CLEANING PROCEDURES. The designated sewer manholes shall be cleaned using hlgh-velocily jel equipment. The equipment shall be capable of removing dirl, grease, rocks, sand, and other materials and obskiAclions from the sewer 11nes and manholes. if PART D - SPECIAL CONDMONS cleaning of an entire section cannot be successfulSy performed from one manhole, the equipment shall be set up on the other manhole and cleaning again attempted, If, again, successful cleaning cannot be performed or equipment fails to traverse the entire manhole section, it will be assumed that a major blockage exists, and the cleaning effort shall be abandoned. When additional quantiUes of water from fire hydrants are necessary to avoid delay in normal working procedures, the water shall be conserved and not used unnecessarily. No fire hydrant shall be obstructed In case of a fire in the area servers by the hydrant. Before using any water from the City Water Dlstributfon System. the dont ctor shall apply for and receive permission from the Water Department. The Contractor shall bre responsible for the water meter and related charges for the setup, including the water triage bill. All expenses shall be considered incidental to cfesning. , DEBRIS REMOVAL AND DISPOSAL: All sludge, dirt, sand, rock, grease, and other solid or semisolid material resulting from the cleaning operation shall be removed at the downstream manhole of the section being cleaned. Passing material from manhole section to manhole section, which could cause lire sloppages, accumulations of sand in Wei wells. or darrrage purnpIng equipment, shall not Ise permitted. h_ All solids or semisolid resulting frorn the cleaning operations shall be removed from the site and disposed of at a site designated by the Engineer. All rnaterl€ is shall be removed from the site no less often than at lire end of each workday and disposed of at no add ilion al cost to Ilse Diiy. . UNDER NO CIRCUMSTANCE SHALL SEWAGE OR SOLIDS REMOVED THEREFROM BE LUMPED ONTO STREETS OR INTO DITCHES, CATCH BASINS. STORM DRAIN OR SANITARY SEWER MANHOLES. 6. TELEVISION IN PECTiON EQUIPMENT. The television camera used for the inspection Shall be or1e specifically designed and constructed for such inspection. Ligh6nq for the camera shall be suitable to allow a clear plclure of the entire periphery of the pipe. The carnere shall be operative in 1009A humidity conditions. The camera, television monitor, and other compen ents of the video system shall be capable of prOd1AC1rig Picture q«alily tO [lie satisfaction of [lie Engineer; and if unsatisfactory, equipment small bo removed and no payment will be made for an unsalisfactory inspection. 13_ EXECUTION. 1. TELEVISION INSPECTION. Tire carnera shall be moved through the line in either direclion at a moderate rale, stopping when necessary to permit proper documentation of any sewer service laps. Its no case will the television camera he pulled at a speQd grea,ler than 30 feet per minute. Manual winches, power winches, TSI cable, and powered rewinds or other devices that do nol obstruct the camera view or Interfere with proper documentallon shall be used to move the camera through the sewer line. When manually operated winches are used to pull the television camera through the line, telephones or olhar sultahle means of communications shall be set up between the two manholes of the section being fncpected to ensure good communiraflons between members of lite crew. The irrPOHanE:e Of acQurale dWange measurements is emphasized. All tetevislon inspection videotapes shall have a footage counter, Measurement for location of sewer f"7 -9 SC-24 PARS' D - SPECIAL C1DITIO sefvit:e taps shall be above ground by means of ureter device. Marking on the cable. or the like, which would require interpolation for depth of manhole, wili not be allowed, Accuracy of the distanre meter shall be checked by use of a walking ureter, roll-a-tape, or tither suitable device, and the accuracy shall be satisfactory to the Engineer. The City mattes no guarantee that all of the sanitary sevvers to be entered are clear for the passage of a cafnera. The methods usiod for securing passaga of the camera are to be alt the option of the Contractor. The cost of retrieving the Television camera, under all circumstances, when it becomes longed during inspection, shall be incidental to Tefevislon inspeclion. . DOCUMENTATION. Television inspection Logs; Printed location records shall be kept by the Contractor and will clearly show the location in relation to an adjacent manhole of each sower service taps observed during inspection. In addition, other points of significance such as locations of unusual conditions, roots. storm sewer connections, broken pipe, presence of scale and corrosion, and other discernible features Vdll be recorded, and a copy of such records will be �supplled to the City, 3_ PHOTOGRAPHS. Instant developing, 35 min, or other standard-size pholographs of [tie leilevfsion picture of problems shall be taken by the Conlractor upon request of the Engineer, as long as such phulographIng does not interfere with the Contractor's operations_ 4. VIDEOTAPE RECORDINGS, The purpose of tape recording shall be to supply a visual and audio record of problem areas of the lines that may be replayed. Hideo tape recofiding playback shall be at the same speed that it was recorded. The television tapes shall be furnished to the City for review immediately upon rumple#icer of the television, inspection and may be retained a maximurn of 30 calendar days. E=quipment shall be provided to the City by the Conlractor for review of the tapes_ The Engineer will return tapes to the Contractor upon ( n:ompletiQri of review. Tapes shalf not ba erased wilhout [lie permission of the Engineer. If the tapes are of such poor quality Ihat the Engineer is unable to evaluate thre condition .of the sewer Jlne or to locale service connections, the Contractor shall be required to re-televlse and provide a gond tape of the Ilne at no additional cost to the pity. If a gond tape cannol be provided of such quality that can he revfewedl by the Engineer, no payment for televising this portion shall be made. Also, no payment shall be made for portions of lines not televised or portions where manholes cannot be negotiated with the television camera. THE TAPES SHALL_ BE SUBMITTED TO THE ENGINEER PRIOR TO CONSTRUCTION FOR REVIEW AND DETERMINATION OF SAGS, Upon compielfon of review of the tapes by tyre Engiazeer, the Conlractor will be notified as to which sections of the sanitary sewer are to be corrected. The Engineer wN relurn tapes to the Contractor upon rompfetion of review. All costs associated wllh this work shall be incidental to unit prices bid for items under Television Inspectlon of the Proposal, C. PAYMENT OF CLEANING AND PRE-CONSTRUCTION TELEVISION INSPECTION OF ANITARY SEWERS, The cast for Pre-Consiructran Cleaning and Televisioa Inspection of sanitary seweFs shall be per linear foot of sewer actually televised. The Contrador shall provide the Irngineer with tapes of a quAliily that the particular piece of sewer can be readily rfV27A4 SC-25 PART D - SPECIAL CONDITIONS evaluated as to existing sewer conditions and for providing appropriate means for review of Iho tapes by the Engineer including collection and rernovat, transportation and disposal of sand and debris from the sewers to a legal dump site. Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image ri--qulred for line analysis. The primary purpose of cleaning is for television Inspection and rehabilitation; when a portion of a line is not or cannot be televised or rehabilitated, the cleaning of that portion of line shall be incidental and no payment shall be made. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passago of a carnera_ The methods used for securing passage of the camera are to be al the option of lho Contractor, and the casts must be included in the bid price for TV Inspections. The cost of retrieving the TV Camera, under all clrcurnstances, when It becomes ledged during inspection, shall be incidental to TV Inspection. The iters shall also include all costs of Inslaliing and maintaining any bypass pumping required to provide rellable, regular sewer service to the area residents. All bypass pumping shall be incidental to the project. D- 36 VACUUM TESTING OF ITARY SEWER MANHOLES D. GENERAL, This item shall govern the vacuum testing of all newly constojded sanitary sewer manholes. D. EXECUTION: 1. TEST PROCEDURE: Manholes shall be vacuum tested prior to any Interior grouting with all connections in place. I-Ift holes shall be piugged, and all drop.-connections and gas sealing connections shall he installed prier to fasting, The sewer lines entering the manhole shall be plugged and braced to prevent the plugs from being drawn into the manhole. The plugs shall be Installed in the lines beyond the drop-connections, gas sealing connections, atc. 'rhe test head shall be placed inside the frame at the top of the manhole and inflated In accordance with the M4ftfacturer's r000mmendations. A vacuum of ten inches of mercury (10"Hg) shall be drawn and the vacuum purnp will be turned cuff. With the value closed, Iho level of vacuum shall be read after the required test t1me. The required test time shall he determined from the Table below in accordance with AS TM 01244-93: f o rl+ - 6 PART D - SPECIAL CONDITIONS Table I MINIMUM TIME REQUIRED FOR VACUUM DROP OF 1" Ng 10"H - 9"H SED Depth of W 48-Inch Dia_ 60-Inch Dia. (FT.) Manhole Manhole 0 to 16, 40 sec. 52 sec. 18' 45 sec. 59 sec. 0' 50-86c. 65 sec. 2' 55 sec, 72 sec. 24' 59 sec. 78 sec. F' 64 sec. 85 sec, 8' 59 sec. 91 sea. 80' 74 sec. 98 sec. For Each 5 sec. 6 sec. Additional 2' 1 ACCEPTANCE: The manhole shall be considered acceptable, if tete drop in the level of vacuum Is less than one-inch of mercury (1" Hg) after the required test #arae. Any manhole, which tails to pass the initial test. must be repaired by either pressure grouting through the manhole wall or digging to expose the exteriar wall of the manhole in order to locate the leak and seal it with an epoxy sealant. The manhole shall be retested as described above unW it has successfully psssed the test. Following cvmptation of a successful test, the manhole shall be restored to its normal condition, all temporary plu'gs shall be removed, all traces, equipment, and debris shed 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 of the contract price per each vacuum test_ This price shall include all material, tabor, equipment, and all incidentals, including all bypass pumping, required to complete the test as specified herein. D- 37 BYPASS PUMPING The Contractor shall bypass the sewage around the section or sections of sewer to be rehabilitaled andlor replaced. The bypass shall be made by plugging existing upstream manhole and pumping the sewage into a downstream} manhole at 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 facilities cannected to the sewer. Provislons s#call be made at driveways and sire et crossings to permit safe vehicular travel without interrupting ftaw In the bypass system. Under no circumstances will the Contractor be permitted to dlschar" sewage into the trenclies, Payment shall be incidental to rehabiNation or replacement of the sewer lime. D- 38 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER A. GENERAL: After construction, ALL sections of sanitary sewer fines shall have a tefev3sion inspection performed by an independent sub- vnirector hired by the prime Contractor. '[ 27104 S - 7 DART D - SPECIAL CONDITIONS Work shall consist of furnishing all labor, materlal, and equipment necessary for inspection of the sewer lines by means of closed circuit television_ Satisfactory precautions shall be taken to protect the sewer lines from damage lhat might be inflicted by the impropor Use of cleaning equlprnenl. B. TELEVISION INSPECTION EQUIPMENT- The television carnes used for the inspection shall be one specifically designed and constructed for such inspection. Lighting for the camera shall be operative in 100% humidity conditions. The camera, television monitor, and other components of the video syslern shall be capable of producing picture quality to the satisfaction of the Engineer, and it unsatisfactory, equipment s�rall be removed and no pnyrment will be made fpr an unsatisfactory inspection_ _ EXECUTION: 1. TELEVISION INSPE TIOhl: The camera shall be moved through the lire in either direction at a moderate rate. Stopping when necessary to permit proper documentation of any sewer service taps. in no case will the television camera be pulled at a speed greater than 30 feet per minute. Manual winches, power winches, TV cable, and powered rewlnds or other devices that do not obstruct they camera view or interfere with proper documentation shall be used to move the camera through the sewer line. No more than 2000 linear Bret of pipe will he te~fevised at one time for review by the Engineer. When mankially operated winches are used to pull the television camera through the 1111x, tolophones or other suitable means Of communications shall be set up between the two manholes of the section being irispec ted to ensure good communications between members of the crew, The import;ince of a urate distanee measurements is em hasized. All television inspection video tapes shall have a Footage counter. Measurement for location of sewer service taps shall be above ground by means of meter cinvice- Marking an the cable, or the like, which wokild require interpole#ion for depth of manhofe, will riot be allovved. Accuracy of the distance meter shall be checked by use of a walking meter, roll-a-tape, or ocher suitable device, and the accuracy shall bo sati5fadory to the Engineer, The City makes iie guarantee i1141 all of the sanitary sewers to be entered are clear for the passage of a camera. The method used for se wring passage of the camera are to be at the option of the Contractor. The cast or re(rieving the Television camera, under all circumn stances, when it becomes lodged during inspection, shall be incidental to Television inspection- Sanitary sewer mains mull be laccd wilh enough water to fill all law pints. The television inspection must be done immediately following the lacing of the mein with no water flaw. If sewer is active, flow must be restricted to provide a clear image of sewer bring inspected- 2- DOCUMENTATION: Television inspection Logs: Printed lecalion records shall be kept by the Contractor and will clearly show the locatlon in relation tax an adjacent manhaie of each sewer service tap observed during inspe-otion. All television logs shall be referenced to stationing as shown on the plans. A copy of these television logs wiiI be F'upplied to the City. 10177104 SC-28 PART D - SPECIAL CONDITIONS 3. PHOTOGRAPHS, Instant developing, 35 mm, or other standard-size photographs of the television picture of problems skull be taken by the Contractor upon request of the Engineer, as long as such photographing does not inter-fere with the Contractor's operant€ens. 4. VIDEOTAPE RECORDING& The purpose of latae recording shall be to supply a visual and audio record of problem areas of the Ihnes that may be replayed. Woo tape recording playback shall be at the same speed that it was recorded. The television tapes shall be furnished to Ilse City for review immediately upon completion of the television Inspection and may be retalned a maximum of 30 calandar days. Equipment shall be provided to the Oily by the Contractor for review of the tapes. Tapes will be returned to the Contractor upon uompietion of review by the Engineer. Tapes shall not be erased wilhout the permission of Ilia Engineer_ If the tapes are of such poor %tgfity that the Engineer is unable to evaluate._the condition of the sewer line or to locate service connectlons, the Gonfractor shall be required_#o re- televise and provide a goad tape of the line at no additional cost to the City. If a good tape cannot be provided of such quality that can be reviewed by the Engineer, Two payment for televlskng this portion shall be nude. Also, no payment shall be made for porlions of lines r10l televised or portlons where manholes cannot be negotiated wilh the television camera, D. PAYMENT' OF POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS- The cost for post-consirueilon Television Inspection of sanitary sewers shall be per linear foal of sewer televised_ The t ontraQtor small provide (he Engineer with tapes of a ClUa lity that the particular piece of sewer can be readily evaluated ars to sewer conditions and for providing appropriate means far review of the tapes by the Engineer. Television inspaotiarr shall include necessary cleaning (hydrauIjG jot or mechnnice I cleaner) to provide vides image required for lirie analysis. The quantity of TV inspection shall be measured as the total length of now pipe inslalked_ All costs associated with this work shall be included in the appropriate bld item - Bost- onsiruction Television Inspection, The item shall also include all costs of Insialling and maintaining any bypass pumping required to provide reliable, regular sewer service to the area residents. All bypass pumping shail be incidental to the project. D- 39 SAMPLES AND QUALITY CONTROL TESTING A, The Contractor shall fumish, at its own expense, certifications by a private laboratory for all materlals proposed to be used on the project, inducting a mix design for any asphaltic akndfor Portland cement concrete to be used, and gradation 0081ySiS for sacro and crushed stone to lie used along with the name of the pil from which the rnaterlal was liken. The contractor shall pfiovide manufacturer's cer#ifications for all manufactured items to be used In the project and will bear any expense related thereto,. 8_ Tests of the design Concrete mix shall be made by the contractor's laboratory al least Trine days prior to the placing of concrete rising the sane aggregate. cement, and mortar which are to be used later In the concrete. 1'he Cosltra[:tur shall provide a aer#ified copy of the test results to the CIty. _ Quality control lestIng of it-place material on this project will be performed by the city at its own expense. Any retesting required as a resell of failure of the materinl to meet project specificaIion s will be at the exe ease of the contractor and will bo billed a( ':X)T1)Me FCial rates as gra - 9 DAFT D - SPECIAL CONDITIONS determined by the City. The failure oi` the City to make any tests of materials shall in no way reliove the contractor of its responsibility to furnish melerials and equipment conforming to the raquirernents of Iltir contract_ D, Not less than 24 hours notice shell bo provided to the City by the Contractor for operations requiring testing. The Contractor shall provide access and trench safety s stem (if required) for the site to be tested. and any work effort involved Is deemed to be included In the unit price for the item being tested. E. The Contractor shall provide a copy of the trip ticket for each load of fill material delivered to the job site. The ticket shall specify the frame of the pit supplying the fill material. D- 40 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL (FOR DISTURBED AREAS LESS THAN 'I ACRE) A. DESCRIPTION. This item shall consist of temporary sail erasion sediment and water pollution control measures deemed necessary by the Engineer for the duration of the contract. These central measures shall at no time be used as a substltote for the permanent control measures unless otherwise directed by the Engfnser and they shall not Include measures taken by the CONTRACTOR to control conditions created by his construction operatlons. The temporary measures shall include dikes, Torus, berms, sediment basins. Fiber mats, jute fretting, temporary seeding, straw mulch, asphalt mulch, plastic liners, rubble liners, bared-hay retards. dikes. slope drains and other devices. B. CONSTRUCTION REQUIREMENTS- The Engineer has the authority to define erodible earth and the authority to limit the surface area of erodible-earth material exposed by preparing right-of-way, clearing and grubbing, the surface area of erodible-earth material exposed by excavatian, borrow and to diract the CONTRACTOR to provide temporary pollution-control measu{es to prevent contamination of adjacent strearn5, other water courses, lakes, ponds or other areas of water impoundment. Such work may involve the construction of temporary berms, dikes. darns, sediment basins, slope drains and use. of temporary mulches, mals. seeding, or olher control devices or melhods directed by the Engineer as necessary to control soil erosion. Temporary pollution-control measures shall be used to prevent or correct erosion that may diavcrlop during construction prior to Installa#ion of pefmanent pollution control features, but are not associated with permanent control features on [lie project. The Engineer will limit the area of preparing righl-af-way, clooring and grubbing, excavation and borrow to be proportional to the CONTRACTOR'S capability and progress in keeping the linish grading, mulching, seeding, and other such permanent pollution-CaCrtrol measures current in accordance with the accepted schedule_ Should seasonal conditions make such liniilations unrealistic, temporary soil-erosion-control measures shall be performed as directed by the Engineer. 1. Waste or disposal areas and construction roads shall be located and constructed in a manner that will mfnirnize the amount of sediment entering strearns. . Frequent fardings of live slreams will not be permitted; therefore, temporary bridges or other slructures shall be used wherever an appreciable number.of stream ciossings are necessary- Unless otherwise approved in writing by the Engineer, mechanized equfpment shall riot be operated in Ilve slrea ins_ 3. When work areas or material sources are located In or ed)acent to five streams, such areas shall be separated from the stream by a dike or other barrft5r tc) keep sediment from PART D - SPECIAL CONDITIONS entering a flowing stream. Care shall be taken during the construction and removal of such barriers to minimize the muddying of a stream. 4. Ail wet&wdys shat! be cleared as soon as practicable of false work. piling, debris or other obstructions ptaced during construction operations That are riot a part of the finished work. 5, The Contractor shall take sufficient precautions to prevent pollution of streams. lakes and reservoirs with fuels, oils, blturnen, calcium chloride or other harmful materials. We shall conduct and schedule his operatlons so as to avoid or minimize siltation of streams, lakes and reservoirs and to avoid Interference WIth movement of migratory fish. C. MEASUREMENT ,SND PAYMENT, All work, materials and equipment necessary to provide temporary erosion control shall be considered Subsidiary to the contract and no extra pay will be given for this worm. D- 41 INGRESS AND E RESS1013 TRU TION OF ACCESS TO DRIVE The Contractor shall provide ingress and egress to the properly being crossed by this WMtrLaction and adjacent properly when consiruction Is not in progress and at night. Doves shall be left accogsible at night. an weakends, and during holidays, The Contractor shall conduct his activities to minimize obstruction of access to drives and properly during the progress of construction. Notification shall be made to ars owner prior to his driveway tieing removed andlor rebu ll t. D- 42 PROTECTION OF TREES, PLANTS AND SOIL All property along and adjacent to the Contractors' operations including lawns, yards, Shrubs, trees, etc.. shall be preserved or restored after completion of the work. to a condition equal to or Fetter than existed prior to start of work. Any trees or other landscape feattifes'scarred or damaged by the Contractoes operations 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 trimrning or pruning lthout the properly owners` consent). Pruned limbs of I" diameter or larger Shall be tharou9hIy Ireat4.-�d as soon as possible with a trod woufid dressing. By ordinance, the Conlractof most obtain a permit from the City Forester before any work (trimming. removal, or root pruning) can be done on trees or shrubs growing on public property including street Rights-of-Ways and designated alleys. This perrnit can be obtained by calling the Forestry Office at 871-5738_ Ail tree work shall be in compliance wIth pruning standards for Class tl Pinning as described by the National Arborist Association. A copy of lhese standards can be provided by calling the above number. Any damage to public trees due to negligence by the Contractor shall be assessed using the currant formula for Shade Tree Evaluation as defined by the International Society of ArhoricultUre. Payment for negligent damage to public trees shall be made to the My of Fort 1 orlh a(ad may be withheld from funds d«e the Contractor by the city. To prevent the spread of the Oak W.1 It fungus, all v OUFIds-on Live (yak and Red Oak trees shell be immedlately 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_ rury/lira S -39 PART D - SPECIAL CONDITIONS D-43 SITE RESTORATION The contractor shall be responsible for restoring the site to orlgfnal 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 one-tenth (0.1) of a Foot. D- 44 CITY OF FORT WO STANDARD PRODUCT LIST Proposed products submitted in the bits documents must appear in the latest "City of Fort 1+Vodh Standard Product List, for the bid to be cc)nsidered responsive. Products and processes listed in the "City of f=ort Worth Standard Product fist shall be considered to meet City of fort Worth minimum technical requirement's. D- 45 TOPSOIL, SODDING, SEEDING & HYDROMUl-Dt-IING This ilea* shail be performed in accordance with than City of Fart Worth Parks and Community Services Deparlment SperMcalions for Topsoll, Bolding and eeding- 1. TOPSOIL DESCRIPTION: This [tem will consist of furnishing and placing a minimum of six (6) inches of topsoil, free from rock and foreign material, in all parkways and medians to the lines and grades as established by the Engineer_ ON TRU TION METHODS: Topsoil will be secured from borrow sources as required to supplement matedal secured from street excavation. All excavated materials front streets which is suitable for lopsoll will be vsed in the parkways avid medians before any topsoll Is obtained from a borrow source- Topsoll material secured from street exc8vation shalt be stockpiled at locations approved by the Engineer, and at completion of grading and paving operations, topsoil shall be placer} on parkway areas SO as to provide a miniMLIm sic (6) Inches of compacted depth of topsoil parkways. , SODDING DESCRIPTION'. Sodding will consist of furnishing and planting Bermuda, Buffalo or St. ALIgLlStine grass in the areas between the curbs and walks, on terraces, In med.lan strips, on embankments or cut slopes, or in such areas as designated on the Drawings and in accordance with the raquiremants of this Specification. Recommended Buffalo grass varieties for sodding are Prairie and 609, MATERIALS- Sod shall consist of live and growing BeTmuda, Buffalo or St- Augustine grass secured from sources where the soil is fertile. Sod to be placed during the dormant state of these grasses shall be alive and acceptable- Borrnrlda and Buffalo grass sora shall have a healthy, virile root system of dense, Thickly matted roots throughout a Iwo ( ) inch minimurn thicknes5 of native sail attached to the rants, St. Augustine grass sad shall have a healthy, virile root system of dense. thickly matted roots thraughoul a one (1) inch m1nimum lhickness of native soil attached to the roots, rhe sect sftall be free from obnoxious weeds or other grasses and shall not contain any matter deleterious to its growth or which might affect its sobsistence or hardiness when Iransplanted, Sod to be piaced between curb and walk and on lerraces shall be the same lype grass as adjacent grass or existisig lawn, PART D - SPECIAL CONDITIONS Dara shatl be taken at all times to retain nalive soil an the roots of the sod dur'fng the process of excavating, hauling, and planting. Sod material shall be kept moist frorn the time it is dug until planted- When so directed by the Engineer, the sad existing at the source shall be wafered to the extent required prior to excavating. Sod material shall be planted within three days after it is excavated. CONSTRUCTION METHODS: After the designated arras have been compfeted to the IJnes, grades, and cross-sections shown on the Drawings and las provided for in other iterns of the contract, aada~ling of the type spe :ified shell be performed in accordance with the requiremonts hereinafter described- Sodding shall be either "spot" or "block either Bermuda, Buffalo or SI. Augusline grass. a. Spot Sodding Furrows parallel to the curb line or sidewalk lines, twelve (12) inches on centers or to the dimensions shown on tine Drawings, small be opened on areas to be sodded. In all' furrows. sod approxi matel threw ( ) inches square shall be placed on twelve (12) Jnch centers at proper depth so that the top of the sod shall not be more than one-half (112) inch below the finished grade. Holes of equivalent depth and spacing may be used instead of furrows. The soil shall be firm around each block and thorn the entire sodded area shall be carefUlIy rolled with a heavy, hand rolia�r developing fifteen (15) to twenty-five ( 5) pounds per square Jnch compression. Wand tamping may be required on terraces. h, Block Sodding- At locations on the Drawings or where directed, sod blacks shall be carefully placed on the prepared areas, The sod shall hc- so placed thal the entire designated area shall be covered, and any voids left In the block sodding shall be filled with additional sod and faamped. The entire sodded area shall be rolled and tamped to form a thoroughly compact solid n3ass. Surfaces of block sod, which. In the opfnlon of the Engineer, may slide due to tyre height or slope of the surface or nature of the soil, shall,, upon direction of the Englneer, be pegged wilh wooden pegs driven through the soca block to the firm earth, sufficiently close to hold the block sod firmly in place. When necessary, (lie sodded areas shall Nsmoothed 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 adjacenl areas or disposed of as directed by the Engineer so that the completed surface will present a sightly appearance. The sodded areas shall be lhoroughly watered irnmediately after they are planted and shall be subscquerrtly wafered at such limes and in a manner and graanMY directed by the Engineer until completion and final acceptance of the project by the City or Foo Worth- 3. SEEDING DESCRIPTION. "Seeding" will consist of preparing ground, providing and planting Sawed or a mixture of seed of the kind spec;ifled along and across such areas as may be designated on the Dra Ings and in accordance with [hese Specif[cations. MATERIALS: 10r 2004SC-33 PART T D - SPECIAL CONDITIONS a, General. All seed used must carry a Texas Testing Seed label showing purity and germination, name, type of seed, and that the seed meets all requirements of the Texas Seed Law_ Seed furnished shall be of the previous season's <.rap and the date of analysis shown on each tag shall be wilhin nine (9) months of time of delivery to the projecl. Each variety of seed shall be furnished and delivered in separate bags or containers_ A sample of each variety of seed shall be furnished for analysis and testing when directed by the Engineer, The spesllied seed shall equal or exceed the following percentages of Purity and germina flan. ommon Name Purity Germination Common Bermuda Grass 9510 90% Annual Ryle Grass 95% 95% Tall Fescue 95% 90% Western Vfteatg{ass 96% 90% Buffalo Grass Varieties TopGun 95% 90% Cody 95% 90% Table 120. ,( )a, URBAN AREA WARM-SEASON SEEDING RATE (lbs.); Pure Libre Seed (PLS) Mixture for Clay or Tgjht Salts Mixture for Sandy Soils Dates (Eastern Sections) (Westefn Sect lens) (All Sections} Feb 1 Bermuda rays 40 Buff2alocgross 80 Bermudagrass 60 to Buftalograss 60 Berimudagrass 20 Buffalograss 40 May 1 Total: 100 Total: 100 Total; 100 Table, 120.2.(2)b TEMPORARY COOL-SEASON SEEDING RATE: (lb.) Pure Live Seed (PLS) Dates (All Sections) Aug 115 Tall Fescue 50 io Western I heatgrass 50 May 1 Annual Rye 50 Total- 100 CONSTRUOTiON METHODS-. Atter the designated areas have been completed to the fines, grades, and crass-sections shown on the Drawings and as provided for in offer Hams of this Contract, seeding of the type specified shall be performed In accordance with the requirements hereinafter described. a. Watering. Seeded areas shall be watered as directed by the Engineer so as to prevonl washing of the slopes or dislodgment of the seed. b. Finishing. Where applicable, the shoulders, slopes; and ditches shall be smnolhed after seed toed preparation has been completed and shaped to conform to the cross-section previously provldad and exfsting at the time planing operations were begun. t c�fzrc�a SC-34. PAIN D - SPECIAL CONDITIONS BROADCAST SEEDING. The seed or seed mixture in the quantity specified shall be uniformly distributed over the areas shown on the Drawings and where directed. If the sowing of seed is by hand, rather than by mechanical methods, the seed shall be sown in two directions at right angles to each other. Seed and fertilizer shall be distributed at the same Urne provided the "cified uniform rate of appllcation for both Is obtained, "Finishing" as specified In Section D-45, Construction Methods, is not applicable since no seed bed preparation Is:required. DkSOED SEEDING: Soil over the area shown on the Drawings as directed to he seeded shall be loosened to a minimum depth of three (3) inches and all particles in the seed bed shalt be reduced to less than one (1) inch In diameter or they shall be removed. The area shall thea be finished to line and grade as specified under "Finishing" In Section D-45, Construction Methods. The seed. or seed mixture, specified shall then be placated at the rate required and the application shall ba made uniformly. If the sowing of seed Is by hand rather than by mechanical methods, seed shall be raked or harrowed into the soil to a depth of approximately orae-eight (1I8) inch. The planted area shall be rolled with a corrugated roller of the "Cullipacker" type. All rolling of the slope areas shall be on the contour. ASPHALT MULCH SEEDING. The soil over the area shown art the Drawings, or as directed to be seeded, shall be loosened to the minimum depth of three (3) inches and all partictes in the seed bed shalt be reduced to less than one (1) Inch In diameter, or they shall be romoved. The area shall then be finished to line and grade as specified under "Finishing" in Section D- 45, Construction Methods. Water shall then be applied to the. cultivated area of the seed bed unlil a minimum depth of six (S) inches is thoroughly moistened. 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 She sowing of seed is by hand, rather than mechanical methods, the seed shall be sown in two directions at right angles to each other. Seed and fertilizer may be distributed at the same time, provided the specified uniform rata of application for both is obtalned. After planting. the seed shall be raked 'or harrowed into the soil to a depth of approximately one-quarter (114) inch. The planted surface area and giving @.smooth surface without ruts or tracks. In between the time compacting is completed 4nd She asphalt Is `applied, the ptanted area shall be watered sufficiently to assure uniform moisture from the surface to a minimum of six (6) inches in depth, The appllcalion of asphalt shall follow the last watering as rapidly as possible. Asphalt shall be of the type and garde as shown on the Drawings and shall conform to the requirements of the item 300. "AsPhOlts, Oils and Emulsions", if the type of asphalt. to be used is not shown on the Drawings, or if Drawings are not included, than S-2 skull be used. Applicalions of the asphalt shall be at a rate of lhree-lenths (0.3) gallons per square yard. It shall be appiled to the area in such a manner so that a complete Film Is obtained and the 6nighed surface shall be comparatively smooth. RE-SEEDING OF AREAS PLANTED + I'm COOL SEASONS SPECIES: Areas where temporary cool season specles have been planted may be replanted beginning February 1 with warm season species as listed in Tabie 120.2(2)a. The re-seeding will he azhieved in the foltowIng manner. The coal season specios shall be mowed down to a height of one (1) inch I1271N SC-35 PART D - SPECIAL CONDITIONS - -to insure that slit-seeding equipment will be able to cut Through the turf and achieve adequate soil penetration. " iii-seeding, Is achieved through the use of an implement which cuts a furrow (slit) In the soil and places the seed in the slit which is then pressed close with a cult packer wheel, 4. HYDRUMUL H SEEDING, If hydro mulch seeding is provided, seed mix shall have 95% purity of Bermuda grass and have a germination rate of 9000. Contractor shall ensure that the grass establishes. 5- CONSTRUCTION WITHIN PARK AREAS TURF RESTORATION ATION OF PARK AREAS, FERTILIZER DESCR)PTION: "f=edilixer" will consist of proVridfng and d€stributing fertilizer over such areas as are designated on the Drawings and in accordance with these Specifications- MATED#ALS: All fertilizer used shall be delivered in bads or containers clearly labeled $howling the analysis. The fertilizer is subject to testing by the City of f=ort Worth in accordance with the Texas Fertilizer Law- A pel€eted or granulated fertilizer shall be used wilh an analysis of 16-20-0 or 16-5-8 or having the analysis shown on the [drawings. The figures in the analysis represent the percent of nitrogen, phosphoric acid, and potash nutrients respectivefyf as determined by the methods of the Association of Official Agricultural Chemists. In the event it is necessary to substilute a fedlilizer of a different analysis, It shall be a pelleled or granulated fertilizer wilh a lower concentration. Total amount of nutrients furnished and applied per acre shall equal or exceed that speciffed for each nutrient. CONSTRUCTION METHODS: When an item for fertllizer is included in the Drawings and proposal, pelleted or granulated fertilizer shall be appiled uniformly over thn area specifiod to be fertilized and in the manner directed for the particular item of work. Fertilizer shall be dry and in goad physical condition. f;ertlllzer that is powdered to caked will be rejected. Distribution of fertilizer as a parilicutar item of wark shall meat the approval of the Engineer- Unless otherwise indicated on lire Drawings. fertilizer shall be applied uniformly at the average rate of three hundred (300) pounds per acre for all types of "Sodding" and four hundred (400) pounds per acrd for all types of "Seeding" MEASUREMENT- Topsoil secured from borrow sources will be measured by the square yard in place on the project site. Measurernenl will be made only an topsoils secured from Borrow sources, Acceptab€e material for"Se eding" will be measured by the If near foot, camplele In place. AccepIable material for"Sodding" will he measured by the 11nee r fool, complete In place. a Acceptable material for "F=ertilizer" shall be subsidiary to the price of sodding or seeding- PAYMENT- All work performed as ordered and measured shall be stib*Adiary to the conlract unless and otherwise noted in the puns and bid documents to be paid for at the unit price bid SC-36 PART D - SPECIAL. CONDITIONS for each item of work. its price shall be full compensation #or excavating (except as rioted below), loading, hauling, placing and furnishing all labor, oquipment, tools, supplies, and incidentals necessary to complete work. All labor. equipment, tools and inc;idenlals necessary to supply, transport, stockpile and place topsoil or salvage topsoil as specified shall be included in "'Seeding" or " adding" 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 the proposal and contract. The contract unit price shall be the total compensation Far 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, tools 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 the type specified, as the case may be. which price shall each be frill compensation for furnishing all materials and for perforrrtiing all operations necessary to complete the worm accepted as follows; Fertilizer material and application} will not be measured or paid for directly. but is considered subsidiary to SoddIng and eadllng. D- 46 CONFINED SPACE ENTRY PROGRAM It shall be the responsiblilly of the contractor to Impiement and maintain a variable "CONFINED INED SPACE ENTRY PROGRAM" which mus! meel OSHA rettuirernernts for all its arnployeos and subcontractors at all times during construction. All active sower manholes, regardless of depth, are defined by OSHA, as "permlt required confined spaces". Contractors stall submit are aoceptabte "CONFINED SPACE ENTRY PROGRAM" for all applicable manholes and mainlain an active file for (hese manholes. The cosl of complying with this program shall be subsidiary to the pay items involving work In confiner) spaces. D- 47 SUBSTANTIAL COMPLETION IN PECTION1F=INAL INSPECTION 6. Prior to the final inspechOn being COWILICted for the project, the conlractor shall contact the city+ inspector in writing when the entire project or a designated portion of the project is substanlially complete, 7. The inspector along wIlh appropriate Oily staff and the City's consultant shall make an lrtspeclion of the substantially completed work and prepare and submit to the contractor a list of itonis rteeding to be completed or corrected. 8, The (-,onlraclor shall take Immediate steps lv eectify the listed €teficiencies and m)lify+ the owner in writing when all the items have been completed or corrected. 9. Payment for substan#lal wmplellion inspection as well as final Inspi9c#inn shall be subsidiary In thio projecl price_ Contractor shall slill be required to address all other deficiencies, which are discovered at the thne of final inspection. 10. Final inspection shah be in conf0rn1a1'1Q(- with general condition itaFn " 5-a.'l8 Final inspeclicn" of PART O - GENERAL CONDITIONS- 1 W2T1 -37 - - - DART D - SPECIAL CONDITIONS 0- 48 EXCAVATION NEAR TREE (WHERE IDENTIFIED ON THE PLANS) 9, The Conlractor shall be responsible for taking measures to minlmize damage to tree limbs, tree trunks, and tree roots at each work site. All such measures shall be considered as incidental work included in the-Contract Unit Price bid for applicable pipe or slructun� instailaflon except for snort tunnelingJtree angering, 2. Any and all. trees located wilhin the equipment operating area at eacb work site shalt, at the dlreciion of the Erigineer, be protected by erecting a "snow fence" atong the drip line or edge of the tree root system between tree and the construclion area. 3. Contractor shall inspect each work site in advance and arrange to have any Iree limbs pruned that might be damaged by equipment operations. The Enrgirreer shall be notified at least 24 hours prior to any tree trimming work. No trimming work will be permitted within private property without written permisslon of the Owner. 4. Nothing shall be scared over the tree roof system within the drip line area of any Iree. a. Before excavation (off the roadway) within the drlp Ilne area of any tree, the earth shalt be sa cut for a rninimum depth of 2 fret. 6. At designated tocations shown on the drawings, the "short tunnel" melhod using Class 51 D.t, pipo shall bre utilized, 7. Except in areas where clearing is allowed, all trees up to 8" in diameter damaged during construction shall be removed and replaced wilh the same type and diameter tree at the contractor's expense_ 8, Contractor shall employ a qualified landscaper for all the work required for tree carr to ensure ulllizallon of the best agricultural prakcfices and procedures. 9. Short tunneling shall consist of power sugaring or head excavation- Tho fmnnel diameter shall not be larger than 1-1/2 times the outside pipe diamafer. Voids remaining after pipe Jns[allation 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 encasernent as measured in place along the centerline of the pipe fot each pipe diameter Indicated. The Conlract Unit Price shall Include all costs associated w1th installation and reinforcemenl of the concrete encasemeni_ D- 50 CLAY DAM Clay darn construclion shell he performed in accordance with the Wastewater Clay Dam Construction, figure in the Drawings in these Specifications, al locations indicated on the Drawings or as directed by the City. Clay dams shall be keyed into undisturbed soil to make an impervious barrier to reduce groundwater percolation thrutigh the pipeline trench. Construclion material shall consist of compacted banionite clay or 2,27 concrete. Payme►rt for worts such as forming, placing and finishing shall be subsidiary to the price bid for pipe installation. MY2710if C-38 FART D - SPECIAL CONDITIONS -� 0- 51 EXPLORATORY EXCAVATION {D-HOLE) The Contractor shall be responsible for verifying 1he locations of all existing utilities prior to construction, In accordance wiih Item D-6. At locations Iden fif3ed on tf7e drawings, contractor shall conduct an exploratory excavation (D-Hole), to locate end verify the location and elevation of the existing underground utility where it may be in potential conflict with a proposed facility alignment. The exploratory excavation shall be conducted prior to constr�c#ion of the entiro project only at locations denoted on the pians of- as directed by the engineer, Contractor shall submit a report of findings (including surveyed elevations of existing conflicting utilities) to the City prior to the start of constructlon of the entiro project. If the contractor determines an existing utility is in convict with the proposed facility, the contractor shall contact the engineer immediately for appropriate design modifications. The contractor shall make the necessary repairs at the exploratory a cavaifon (D-Hole) to obtain a safe and proper driving surface to ensure the safety of the general public and to meet the approvat of the City inspector. The contractor shall bo liable for any and all damages incurred due to the exploratory excavatiarl (D-Hole)- Payment shall not be made for verificatfon of existing utilities per item D-6- Payment for exploratory a cavaf3on (D-Hole), at locations identified on the pians or as directed by the Engineer, shall include full compensation for all materials, excavation, surface restoratkon, field surveys, and all inci€ienials necessary to complete the work, shall be the unit price brd, No payment shall be made for exp lomtory ex avali0n{ }condu Mod after construction has begun. 0-52 INSTALLATION OF WATER FACILITIES 52.1 Polyvinyl Chloride (PVC) Water Pipe POLYVINYL Chloride Plastic Water Pipe and fittings an this Project serail ba In accofdanre with the material standard contained In the General Contract Documents. Payment for work such as backfill, bedding, Honking, detectable tapes and all other associated appude-nant required, shall be included in the linear foot price bid of the appropriate BID ITEM(s), 52.2 Blocking Coj-icrete blocking on this Project will necessarily be required as shown on the flans and shall be installed in accordance with th8 General Contracl Documents. All valves shall have concrete blocking provided for supporting, No separate payment will-be made for any of the works involved for the item and all casts incurred will be considered to be Included In the Iinear foot bid price of the pipe or the bid price of the valve, 52.3 Type of Casing pipe 9. WATER.- The ATER;Tire casing pipe for open cut and bored or tunneled section i5hall be AWWA -200 Fabricated Electrically Welded Steel Water Pipe, and shall conform to the provisions of E11-15, E1-5 and l=1-9 In Material Specifications of General Contract Documents arid Specifications for Water Departrnant Projects. The steel casing pipe shall be -suppifed as follows; For the insides and outside of casing pipe, coal-kar prolect[ve coating in accordance with the requirements of Sec. -2 and related sections in AVVWA -203. Touch-up after field welds shark proyide coaling equal to those specified above. C. MInirnum thickness for casing pkpe used shall be 0.375 inch. rrc� - 9 PAIN D - SPECIAL CONDITIONS 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, . EWER: Boring used on this project shall be in.accordance wish the material standard E1-15 and Construclion standard -15 as per Fig. 110 of the General Contract Documents_ 3. PAYMENT: Payment for all materials, labor, equipment, excavation, concrete grout, backfill, and incidental work shall be included in the unit price fait€ per foot. 52.4 Tie-fns The Contractor shall be responsible for making tier-ins to the existing water mains. It shall be (lie responsibility of the Contractor to verify the exact location and elevation of the existing line tJe-Ins. And any differences in locations and elevation of existing line tie-ins between the contract drawings and what may be encountered in 1he field shall be considered as incidental to +construction. The cost of making t6-irrs to existing water or sanitary sewer mains shall be included in the linear foot bid price of the pipe, 52.5 Connection of Existing Mains The Contractor shall determine the exact location, elevation, configuration and angulation of existing water or sanitary sewer lines prior to manufacturing of the connecting piece_ Any differences in locelions, elovation, cong9wratlon. and or angulation of existing Ilnes between the contract drawings and what may be encounlered In the said work shall be considered as incidental to construclion. Where it is required to shut down existing mains In order to make proposes/ connections. such down time shall be coordinated w4h the Engineer, and all efforts shall be made to keep this down t1me to a minimum_ In case of shutting down an existing main, the Contractor shall notify the Manager. Construction Services, Phone 871-7813. at least 48-hours prior to the required shut down time. The Contractor's attention is directed to Paragraph C5-5.15 INTERRUPTION OF ERV; E, Page ii5-5(5), PART C - GENERAL CONDITI[ONS SOF THE WATER DEPARTMENT GENERAL CONTRACT DOCUMENTS AND GENERAL SPECIFICATIONS- The onlractor shall notify the customer both personally and in writing as to the location, lime, and schedule of the service interruption. The cost of removing any existing concrete blocking shall be included in the cost of cannection, Unless bid separately all cast incurred shall be Included in the linear fool price bid for the appropriate pipe z lze, 52.6 Valve Cut-Ins It may be necessary to cut-in gate valves to isolale the water main from which the extension and/or replacement is to be connected. This may require closing valves in other limes and putting consumers out of service for That period of time necessary to cut In the new valve; the work must be expedited to the utmost and all such cutins must be coordinated with the engineer in charge of inspeclior). All consumers shall be individually advised prior to the shut out and advised of the approximate length of lime they may be Without service- Payment for work such as backfill, bedding, fillings, blocking and all other associated appurtenants required, shell be included in (he price of ilia appropriate bid Rems_ PART D - SPECIAL CONDITIONS 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 those located in the field and identified by the Engineer. All service"s stall,be COnstrUcted by tha contractor utilizing approved factory Manu€actured tag saddles (when required) and corperalion stops, type K copper water cubing, curb stops with fork wings, meter boxes, and if required approved manufactured service branches. All materials used shall be as specified in the Material Standards (EI-17 & El- 18) rontalned in the General Contract Documents. All wafer services to be replaced shall be installed at a minimum depth of 36 Inches below final grade. 11i1 existing 8!4-inch water service Lines which are to be replaced shall be replaced with 9- fnch Type K copper, 44rrch diameter tap saddle when required, and 1-Inch corporation from the morn IIne to the meter box. All servicas which are to be replaced or relocated shall be instalfed with the service twirl tap and service line being In line with the servioe motor unless olherwase directed by the Engineer A minimum of 24 hours advance notice shall be given when service interruption will be required as specified In Section C5-5.15 1NTERRUPTION OF SERVICE. AIJ water service meters shall be removed, tagger!, and collected by the contractor for pickup by the Waker Department for reconditioning or rinplacement. After installalion of the water service in true proposed location and receipt of a meter from the project inspector the contractor shall install the ureter, The meter boat shall be reset as necessary to be flush with existing cgrourid or as otherwise directed by the Eng]neer. All such 1"rork Orr the outlet side of the service meter shafl be performed by a licensed plumber. 1, WATER SERVICE REPLACEMENTS: Water service replacement or relocation is required when the existing service is lead or is too shalfow to avoid brL-akag� tlurIng street reconstruallon. The contractor snail replace the existing service line wilh Type K copper from the main to the mater, curb snap with lock wings, and corpombon stop- Payment for all work and matedats such as backfill, fillings, lype K copper tubing, curb stop with lock wings. service One adjustment, and any relecalion of up to 12-inches frorn center ling existing meler location to venter litre propDsed ureter location shall be included In the Unear Foot price bid for Copper orvioo tine cram M041 to five ( ) feel behind Meter. Any vertical adjustment of customer service line within the 5 foot area shall be subsidiary to the service installation. Payment for all work and rnaleflals such as tap saddle (If required), corporation stops, and fittings shall be included in the price bid for Service Taps to Main. 1, WATER SERVICE RECONNECTION. Water service reconnection is required when (he existing service is topper and at adequate depth to avoid breakage during street reconslruclion. The contractor shall adjusl the existing water service Jlne as required for reconnection and furnish a new tap with corporation stop- The contractor will be pard for rcar2r10d -41 PART T D - SPECIAL CONDITIONS one (1) Service Tap to Main for each service reconnected plus for any copper service line used in excess of five ( ) fee(from (blain to five (5) feet behind the Meter. . WATER SERVICE (METER AND METER BOX RELOCATIONS- When the replacement and relocation of a water service and meter box is required and the location of the nieter and meter box is moved more than twelve (112) Inches, as measured from the center tine of the existing meter to location to the center Iina of the.pro posed meter location, separate payment will be allowed for the relocation of service meter and meter box, Centerline is defined by a line extended from the service tap through the meter. Only refoeations made perpendicular to this centerline + Ill be paid for separately. Relocations made along the centerline will be paid of in feet of copper service line. When relocation of service meter and metes box is required, payment for all work and materials such as backffli, fittings, flue ( ) feet of type K copper service and all materials, labor, and equipment used by and for the licensed plurnber shall be Includ8d In the price b[d for the service meter relocation. All other costs will be included In other cappropriale bid itar it s), This Item will also be used to pay for all service meter and meter box relocations as required by the Engineer when the service tine is not being replaced. Adjustment of only the molar box and customer service line within 5 feet distance beihfnd the meter will not justify separate payment at any time. Locations with multiple service branches will be paid for as one service meter and meter box relocallon. 4, NEW SERVICE; When new services are required the contractor shall install tap saddle (when required), corporation stop, type K copper service line, curb stop with lock wings, and meter box. Reinforced plastic meter boxes with cast Iron lid skull be provided for all inch water melers or smaller. The reinforced plastic water meter boxes shall comply wilh section E1-181►— Reinforced Plastic Water Meter Boxes. Paymeni for all work and materlals such as backfill, fittings, type K copper tubing, and curb slop with lock wings shall be included in the Linear Foot price bid for Service Line from Main to Meter five (5) feet behind the meter. Payment for all orfs and materials such as top saddle. corporation stops. and fittings shall be included in the price bid far Service Taps to Maims. Payment for all work and materials such as furnishing and setting new meter box shall be Included In the price told for furnish and set meter box, 1. MULTIPLE SERVICE BRANCHES.- When multiple service branches are required the contractor shall furnish approved factory manufactured branches. Payment for multiple service branches will include furnishing and lnslafling the multiple service branch only and all other cost will be included In other appropriate bid items). 2_ MULTIPLE STREET SERVICE LINES TO SINGLE SERVICE METER- Any multiple service lanes with taps servicing a single service meter encountered during construction shall be replaced with one service Ilne that is applicable for the size of the existing service molar and approvers by the Engineer. Payment shall be made at the unit bid price In the appropriate hld items). :rhrvv -4 PARS' D - SPECIAL CONDITIONS 52.8 -Inch Temporary Service Line A. The -inch temporary service main and 314-inch service limes shall be installed to provide temporary water service to all buildings Ihat will necessarily be required to have severed water service during said worm. The cant{actor shall be responsible for coordinating the schedule of the temporary service connections and permanent service reconnections with the building owners and the Engineer In order that the WaA be performed in an expeditlous manner. Severed water service must be .reconoor.ted wiithin 2 hours of disconfinuanre of service. 2-Inch tapping saddle and 2-inch corporalion stop or2-Inch gate valve with an appropriate fire hydrant adapter fitting shall be required at Ih7e ternporary service point of connection to the City water supply. The -inch temporary service resin and 314-Inch service lines shall be installed in accordance to the attached figures 1, 2 and 3, " lemporary service line shall be cleaned and sterilised by using chlorine gas or chlorinated Iirne (HTH) prior to instaIlation. The out-of-service meters shall be removed, tagg8d and collected by the Contractor for delivery to the Water Department Meter Shop for reconditloning or replacement. Upon restoring permanent service, the Contractor shall re-Install the meters at the correct locatlon. The meter box sh-Al be reset a.e necessary to be flush with the existing ground or as otherwise directed by the Engineer. The ternporary service layout shall have a minimum available flow rate of 5 CPM at a dynamic pressure of 35 PSI per service tap. This criteria shall be used by the Contractor to d(Aermine the length of temporary service allowed, nLim her of service taps arld number of feed points_ Ulnen the temporary service is required for more than one location the -Inch temporary service pipes, ?A-inch service lines and the -inch motor shall be moved to the next successive project location. Payment for work such as fittings, 314-inch service limes. asphall, barrloades, .all service connections, ramoval of temporary services and all ocher associated apptirterrants required, shall be included in the appropriate bid 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 lures_ Waller used during construction for flushing new mains That cannot be metered from a hydrant will be estimated as accurately as possiblig. At the pre-constrQctian cofiterence the conlractor will advise the jnspnr(or of the number of meters that will be needed alertly with the lacafions where they v011 be used. The inspector will deliver the hydrani meters to the locations. After installation, the conlractor will take fuli responsibility for the meters until such t1me as the contractor returns those meters to the inspector. Any damage to the meters will be the sole responsibility of the contractor. The Water DepartirlenI Meter Shop will evaluate [fie condition of tho meters upon return and if repairs aro needed the contractor will receive an invoice for those repairs, The issued meter is for this specific project and Iacatlorn only. Any water that the contractor may need for personal use will require a separate hydrant meter obtained by the Contractor, at its coat, from the Water peparfinenl, �crfrrcr,� -43 PART D - SPECIAL CONDITIONS 52.9 Purging and Sterilization~ of Water Lines Before being placed into service all newly constructed water lines shall be purged and sterilized in accardance with F2-24 of the General Contract Documents and Specifications except as modified herein. The City will provide all water for INITIAL cleaning and stedlization of water lines. All materials for construction of the project. including appropriately sired "pipe cleaning pigs chlorine gas or chlorinated lime (HTH) shall be furnished by the Contractor. Ohlorinated IIme (HTH) shall be used In sufficient quantities to provide a chlorine residual of fifty (50) PPM- The residual of free chlorine shall be measured after 24 hours and shall not be less Ihan 10 parts per million of free chlorine- Chlorinated water shall be disposed of in the sanitary sewer system. Should a sanitary sewer not be available, chlorinated water shall be "de-chfurinated" prior to disposal. The lino may not be placed in service until two successive sets of samples, taker} 24 hours apart, have met the established standards of purity- Purging and sterilization of the water Ifnes shall be considered as incidental to the project and 811 costs Incurred will be considered to be included in the linear foot bid price of the pipe- 62.10 Work Near Pressure Piazze Boundaries Contractor shall take note that the water line to be replaced under this contract may cross or may be in close proximity to an existing pressure plane boundary. Care shall be taken to ensure all "pressure plane" valves Installed aro installed closed and no crass connections are made between pressure planes 52.11 Water Sample Station GENERAL- All water sampling station installations will be per attached Figure 34 or as required in Inrga water meter vau11s as per Figure 33 unless oIherwise 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 up this item al the Field Operations Warehouse, PAYMENT FOR FIGURE 34 INSTALLATIONS, Payment 'for alt worm 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 frarn Main to Meter. Payment for all work and materials necessary for the installation tap saddle (if Mqufred). corporation stops, and tittings shall be included in the price bid for Service Taps to Main- Payment for all work and materials necessary for tho Installation of the sampling station, concrete support block, curb stop. fittings, and an incidental 5-feet of type K copper sefvice line which are required to provide a complete and functional water sampling stalian shall be included In the Brice hid for Water, 58mple Stations. P YMFNT FOR FIGURE: 33 INSTALLATIONS. Payment for all work and materials necrosary for the installation lair saddle. state valve, and fittings shall be included in the pflce bid for Service Taps to Main. Payment for all work and materials necessary for the installaiion of the sampling station, modificatlon tv lihe vault, fittings. and all type K copper service line which are required to PART D - SPECIAL CONDITIONS provide a complete and functional water sampling station shall be included in the price Paid far Water Sample Stations. 52.12 Ductile Iron and Gray Iran Fittings Reference Part E2 Construction Specifications, Section E2-7 Installing Cast Iron Pipe, fittings, and Specla.ls, Sub section E2-7.11 Oast Iron Fittings- E2-7,11 DUCTILE-IRON AND GRAY-IRON FITTINGS. All ductile-iron and gray-iron fitfings shall be furnished with cement mortar lining as stated in Section E1-7, The price bid per torr of fittings shall be payment in full for all fittings, joint accessories, polyethylene rapping, horizontal concrete blocking, vertical lie-down concrete blocking, and concrete cradle necessary for construction as designed. All €iuctite-iron and gray-iron fittings, valves and speclals shall be wrapped with poiyethylene wrapping conforming to Material Specification EI-13 and Construction Specification E2-13. Wrapping shall precede horizontal concrele blocking, vertical tie- down concrete blacking. and concrete cradle. Payment for the pol ethyfene wrapping, horizontal concrete blocking, vertical tie-clown concrete blocking, and concrete cradle shall be included in bid ilerns for vales and fittings and no olher payments will be allowed. D- 53 SPRINKLING FOR DUST CONTROL All applicable provisloris of Standard Spedfications Item 200, "Sprink ing for Dust Control" shall apply. However, no direct payment wall be made for this itefn and it shall be considered to this contrail. D- S4 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 Canlractor shall be responsible for damage of any nature resulting from the dowatering operation's_ The DISCHARGE from any dewatering operallon shall be- conducted as approved by the Engirfieer. Ground water shall not be discharged into.sanitary sewers. Dewatering shah be considered as incidental to a construction and all costs incurred will be considered to be Included in the project pride, D- 55 TRENCH EXCAVATION ON DEEP TRENCHES onlractor should make every effort to prevent any water flowing into open french during construction Contractor shall not leave excavated Irench open overnIght. Contractor shall fill any trench the same clay of excavation. No extra payment shall be allowed for this spacial condition. D- 56 TREE PRUNING A. REFERENCES: National Arborist Associatierl's "Pruning Standards for Shade Trees". B, BOOT PRUNING E It-IlPMENT 1. Vibratory KnIfe -4 i PART D - SPECIAL CONDITIONS 2. Vermeer V-1b50RO foot PrLrnnr D, NATURAL RESOURCES PROTECTION FENCE 3. Steel 7" ;-- Bar stakes, 6 foet long. 4, Smaoffi Horse-Wire, 14--1/2 gauge (medium gauge) or 12 gauge (heavy gauge). 5. Surveyor's Plastic Flagging!; "Tundra" weight, International fluorescent orange or red color_ 6. Cc mblina tion Fame- Commerciaily fnanufecfured combinatIon sail separator fabric, on wire mesh backing as shown on the Drawings. D. ROOT PRUNING 7. Survey and stake location of rook pruning trianches as shown on drawings. 8. Using the approved specified equipment, make a cut a minimum of 36 inches deep in order to minimize damage to the undisturbed root zone. 9. Backfill and compact the trench Immediately after trenzhing. 10. Place a 8-foot wide by 4-inch sleep cover of mulch over the trench as required by the Engineer. 1'1. Within 2 4 hours, prune flush with ground and bac:kfIII any exposed roots due to construction activaly. Cover with wood chips of mulch in order to equalize soil temperature and rninirniza water loss due to evaporation. 12_ Limit any grading work within conservation areas to -inch maximurn cut or fill, wilh 00 roots over 1-inch diameter being cul unless cut by hand or cut by specified methods, equipment arld protection. E. MULCHING:ING: Apply -inches to 4-inches of wood chips from trimming or ctaaring operation on areas designated by the Engineer. F. firer? Pruning Shall be considered subsidiary to the project contract price. D- 57 TREE REMOVAL Trees to tae removed shall be removed using applicable methods, including stump and root ball removal. loading, hauling and dumping_ Extra caution shall be takefl to not disrupt existing tAlities both overhead and buried, The Contractor shall immediately repair or repiace arty damage to utilltles and private property Including, bort nal limited to, water and sewer services, pavemont, fences, walls, sprinkler system piping, etc_, a1 no cost to the Owner. All costs for tree removal. including lernporary service casts, sha11 be considered subsidiary to the project contract price and no additional payment will be allowed- D- llo ed-D- 58 TEST HOLES The matter of subsurface exploration to ascertain the nature of the $oils, including the amount of rock, if afly, through which this pipeline installation is to be made is the responsibility of any and Wa 1114)4 SC-46 PART D - SPECIAL CONDITIONS all prospective 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 1heyf make such detef-mination by the use of test hales or other means, shall be left to the discretion of such prospective bidders_ If test borings have beery made and are provided for bidder's inforrna#fon, al the locations shown on the lops of borings in the app Bndix of this specification, it is expressiy declared that neither the City nor the Engineer guarantees the accuracy for the information or that the material encountered In excavatlons is the same, either in character, location, or elevation, as shown on tho baring togs. It shall be the responsibility of the bidder to make such subsurface investigations, as he deems necessary to determine the nature of the material to be excavated, The Contractor assumes all responsibility for interpretation of these records and for making and maintaining the required excavation and of doing other work affected by the geology of the site. The cost of ail rock removal and other associated appurtenances, if required, shall he Included in the linear foot bid price of the pipe, 0- 59 PU13LIC NOTIFICATION 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 small, on a block by block basis. prispare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice shall he prepared as follows; The notification notice or flyer shall be posted seven (7) days prior to beginning any constructlen activity on each block In the project area. The flyer shall be prepared on (he antractor's letterhead and Shall include the following information: Name of Project, DOE No.. Scapa of Project (i.e, type of construction activity), actual construction duration withln the block, the name of the contractor's foreman and his phone number, the name of the City's inspec:lor and his phone number and the City's after-hours phone number. A4 sample of the "pre-construction nolification' flyer is attached, The contractor shall submit a schedule showing the construction start and finish tirne for each block of the project to the inspector, 9n addition, a copy of the flyer shall be delivered to [lie City Inspeclor for his review prior to being distributed. The contractor will not be allowed to begin construction on any block un ll the flyer is delivered to all residents of the block, In the event it becomes necessary to temporarily shut down water service to residents or businesses during c017sti lrcti0H. Iho contractor shall prepare and deliver a notice or flyer of the pending interruption to the front door of each affected resIderil_ The notice shall be prepared as follows: The notification or fiyrer shall be posted 18nty-four (2 4) prior to the temporary interruption. The flyer shall be prepared on the contractor's IeIterhead and shall include the folio inn Information: Monza of the projecl, DOE number, the date of the Interruption of service, the period the interruption will take place, the- name of the contractor's foremen and his phone number and the name of the City's inspector and his phone number. A sample of the temporary water service interrupti PART D - SPECIAL CONDITIONS A copy of the temporary interruption notification shalt be delivered to the Inspector for his review prior to tieing distributed The contfactor shall not be permitted to proceed with interruption of water service until the flyer has been delivered to all affected residents and businesses_ Electronic versions of the sample flyers can be obtained from the Construction office at (817) All wort[ involved with the notification flyers shall be considered subsidiary to the contract price and no addilional compensation shall be made. D- 60 TRAFFIC BUTTONS The removal and rep laoement of traffic buttons is the responsibility of the contractor and shall be ccnsiderad a subsidiary item, to the event that the contractor prefers for the Signals, Signs and Markings Division (SSMD) of the Transportal ionftbfiic Warks Department to install the markings, the contractor shalt contact S S M D at (B 17) 87'1-8770 and shall reimburse SS MD for all costs incurred. both labor and material_ No additional compensation shall be made to the contractor for this reiinbursernent. D- 61 SANITARY SEWER SERVICE CLEANOUTS Whenever a sanitary sewer service line Is Insielled or replaced, the Contractor shall Install a two- way service cleanout as shown in the attached Metall. Gleanouts are to be installed out of high traffic areas such as driveways, streets, sidewalks, etc. whenever possible. When it is not possible, the cleanout stack and cap shall be cast iron. Payment for all work and materials necessary for the installalion of the two-way service cleanout which are required to provide a complete and functional sanitary sewer cleanout shall be included in the price blit for Sanitary Sewer Service Cleanouts. D- 62 TEMPORARY PAVEMENT REPAIR The Conlractor shall provide a temporary pavement repaif immediately after trench backfill and compaction using a minimum of -0r hes of hot mix asphalt over a minimum of 6-inches of compacted flak base, Tiro existing asphalt shall be saw cut to provide a utriform edge and the entire width and length of the temporary repair shall be rolled with a steel asphalt roller to provide smoolh rideabilily on the street as well as provide a srnoolh transition between the existing pavement and the lemporary repair. Cost of saw cutting shall be subsidiary to the temporary pavement repair pay Item. 'rhe ounlractor shall be responsible for maintaining the temporary pavement until the paving contractor has mobilized. The paving contractor shall assume maintenance responsibility upon such mobilization. No additional compensalion shall be made for maintaining the temporary pavement. D- 63 CONSTRUCTION STAKES The Oily, Through its Surveyor or agent, will provide to the CoTitfactor construction stakes or other customary method of markings as may be found consistent with professional practice, estabIishing line and grades for roadway and utiiityf const ruction, and centerlines and benchmarks for bridgework_ These stakes shall be set sufficiently in advance to avoid delay whenever practical. One set of stakes skull be sei for all utility construction (water, sanitary sewer. dFainage etc_). and one set of excavallonlvr stabilizalion stakes, and one set of stakes for curb arra guHar/ot pavi rig. It shall be the solo responsibility of the CanIractor to preserve, maintain. a rrr �,r T SC-48 PART D -- SPECIAL CONDITIONS transfer, etc., all slakes furnished until completion of the construction phase of the project for which they were furniishad. II Jho C ily or its agent determines IhaI a sufficient number of stakes or markings provided by the City, have been lost, destroyed, or disturbed, to prevent the proper prosecution and control of the work contracted for in the Oonlract Documents, it shall be the Contractor's responsibility, at the Corrtractar's sole expense, to have such stakes replaced by an individual registered by the Texas Board of Professional Land Surveyor as a Registered Land Surveyor. No claims for delay due to lack of replacement of construction stakes will be accepted, and tune will continue to be charged in accordance with the Contract Documents. 0. 64 EASEMENTS AND PERMIT The performance of this contract requires certain temporary construction, right-of-entry agreements. and/or permits to perform work on private property. The Oily has attempled to obtain the temporary construction and/or rig ht-c I-en try egreeriments for properties where construction activity is necessary on City owned facilities, such as sewer lines or rnanholes. For locations where the City was kinable to obtaln the easement or right-of-entry, it shall be the Contractor's responsibility to obtain the agreement prior to beginning work on subject property- This shalt be subsidiary to the contract- The agreemetlts, which the City has obtained, are available to the Contractor for review by contacting the plans desk at lire Department of Engineering, Cilly of t=ort Worth. Also, it shall be the responsibility of the Contractor to obtain written permission from property owners to perforin such work as cleanout repair and sewer service replacement on private property. Contractor shall adhere to all requirements of Paracgrap1) O6-6,10 of the GeoeraI G onIract Documents. The Conti-actor's attention is directed to the agreement lerms along w1th any special conditions Ihat may have been imposed on these agreernents, by the properly owners. The, easements andlor private property shall be cleaned up after use and restored to its original condition c getter- In event additional work room is required ley the Contractor, it shall be the Conlractor's responsibility to obtain 4vritlen permission front the properly owners involved for the use of addilionai 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 construction of this project. The Contractor shall be responsible for complying with all provisions of such permits. including obtaining the reclOsile Instirance. and shatl pay any and all costs associated with or required by the permit(s), It is the witraotor's responsibiilty to provide the required bagmen and/or provide payment to the appropriale ral lroadlage ncy for ail [lag men during construclion in rallroadlagency right-of-way. For railroad permits, any and all costs associaled with compliance with the permit(s) incliding paymenl for flagmen shall be subsidiary to the bid item price for boring under the railroad. No addiltonal payinenl will be allowed for This item. I]- 65 PRE-CONSTRUCTION NEIGHBORHOOD MEETING After the pre-construction conference has leen held but before construction is allowed to begin on this project a pUbllo Meeting W111 be Field at a location tc be determined by the Engineer. The contractor, inspector, and prefect managor shall meet wilirr all affected residents and present the projected schedule, including construction start data, and arsswer any construction related questions. Every efforl will be made to schedule the neighborhood meeting within the two weeks following the pre-construction conference bUt In no caso will construction he allowed to begin until this meeting is hell& 10127AW SC-49 FART D - SPECIAL CONDITIONS _ D- 66 WAGE E RATES The labor classificalions and minimum wage rakes set forth herein have been predetermined by the City Council of the City of Fart Wor h, Texas, in accordance with statutory requirements, as being the prevailing classifications and rates that shall govern on all work performed by the Contractor or any Subcontractor on the site of the project covered by these Contract Documents_ In no event shall less Ilion lho following rates of wages be paid_ (Attach(3d) D- 67 REMOVAL AND DISPOSAL OF ASBESTOS CEMENT PIPE A. It is the Intent of the City of Fort Worth to comply with the requirements of the Asbestos National Emissions Standards for Hazardous Air Pollutants (NESHAP) found at 40 CFR Pari 01. Subpart M. This specification will ostabllsh prooedufes to be used by all Excavators in the removal and disposal of asbestos cement pipe (ACP) in compliance wilh NESHAP. Nothing in this specificatian shall be construed to void any provision of a contract or other law, ordinance, regulatlon or policy whose requirements are more stringent. B. ACP is defined under NESHAP as a Category II, non-friable material in its intact state but which may become friable upon removal, demolltaon andlor disposal. Consequently, if the removal) disposal process renders the ACP friable, ii is regulated under the disposal requirements of 40 CFR 61.150, A NESHAP notification must be filed with the Texas Department of Health. The notification musk be filed at least ten days prior to removal of the material. If It remains In Its non - Friable state, as defined by the NESHAP, It can be disposed as a conventlonal constructlan waste. The Environmental Protection Agency (EPA) defines friable as material, when dry, which may be crumbled, pulverized or reduced to powder by hand pressures. C. The Generator of the hazardous material is resfonsibie for the identificatlan and proper handting, transportatlon, and disposal of the material. Therefore, it is the policy of the City of Fort Worth Ihal the Excavator is the Generator regardless of whether the pipe Is frlabie or net. D. It is the intent of the City of Fort Worth that all ACP shall be removed in such careful and prudent manner that it remains intact and does not become friabie. The Excavator is responsible to employ those means, methods, techniques and sE cgi,ences to enswe this result. E. Compliance with all aspects of worker safety and health regulations Including but not limilod to the OSHA Asbestos Standard is the responsfbillfy of the Excavator. The City of Fart Worth assumes no responsibility for compliance programs, which are [lie responsibility sof the Excavator, (Copy of farms attached) F. The removal and disposal of ACP shall be subsidiary to rho cost of installing the new pipe unless otherwise stated or indicated on the project plans or contract documents, PART D - SPECIAL, CONDITIONS 0.68 STORM WATER POLLUTION PREVENTION (FOR DISTURBED AREAS GREATER 'rHAN ? ACRE) PERMIT: As defined by Texas Commisslan on Environmental Quality (TCEQ) regulations, a Texas Pollutant Oischarge Elimination System (TPOES) General Construction Kermit is required for all constructlon activktles 1ha1 result In the disturbance of one to five acres (Small Constructlon Activity) or five or more acres of tolal land (large Conr>Vuctlan Activity). The contractor is defined as an "operator" by state regulations and is required to obtain a perm1t. Information concerning the permit can be obtained through the Internet at http:J/www.tnrcc.state.tx.us/permittinrg� ater perm/wwpermiconstruct,htmi. Soil slab ilixalicn and slrucluraI practices have been selected and designed in accordance with North Centraf Texas Council of Oovemments Best Management practices and Erosion Control Manual for Construction Activities (EMP Manual). This manual can be obtained through lhl� loternal at www-dfwstorrr water.comlrunoff.himi. Not all of the structural controls discussed in the 8MP Manual will necessarily apply to this project, Best Managwnenl Practices are construclion management techniques lhat. if properly utilized, can minimize the need for physacal controls and possible reduce costs. The methods of control shah result in minimum sediment retention of not less than 70% NOTICE OF INTENT NOI : If the prolect *111 result in a total land disturbance equal to or greater then 5 acres. the conlractor shall sign at the pre-construction meeting a TCEQ Notice of Intent (1901) form }prepared by the engineer_ l[ serves as a nollfic;alron to The TCEQ of construc;ilon activity as well as a commitment [hat the contractor understands the requirements of the permit for storm water discharges from construction activities and that measures will be taken to implement and maintain storm water pollution prevention at the site. The NOt shall be submitted to the TCEQ at least 48 hours prior to the contractor moving on site and shall include the required $100 application fee. The N01 shall be mailed to; Texas Commission on Environmental Quallty Storrn Water & General Permits Team: MC-228 P.0- Box '130187 Austin, TX 78711-3087 A copy of [tie N01 shall be sent to: City of Fort Worth Departmeni of Environmental Management 5000 MLK Freeway Fort Wcirth. TX 76119 NOTI E OF TERMINATION (NOT]: For all sites that qualify as Large Construclion Aclivity, the contractor shall sign. prior to final payment, a TCEQ Notice of Termination (NOT) form prepared by the engineer, I[ serves as a notice that the site is no longer subject to tete req viremenI of the permit. The NOT should be mailed to; Texas Commission on Environmental Quality Storm Waler & Oenefal f'efmits Team; MC-228 P_O, Box 13087 Austin, TX 78711-3087 STORM NATER POLLUTION PREVENTION PL.&NJ§ VPPP,�: A document consisting of an erosion control an.d toxic waste rrranagemen[ plan irnd a narrative defining site parameters and PART D - SPECIAL CONDITIONS techniques to be employed to reduce the release of sediment and }pollution from the construction site, Five of the projacl WPPP's are available for viewJng at the plans desk of the Department of Engineering. The selected Contractor shall be provided with three copies of the SVVPPP after award of contract. along with unbounded copies of all forms to be submitted to tfie Toxas Commission on Environmental Quality- LARGE CONSTRUCTION ACTIVITY— [ASTURBED AREA EQUAL TO OR ORErATER THAM ACRES: A Notice of Intent (NOF) form shall he completed ani submitted to the TCEQ including payment of the TCEQ required fee- A SWPi P that meets all TCEQ requirements prepared by the Engineer shall be prepared and Implemented at least 48 hours before the commencement of cc nstruclion activities. Ther SW PPP shall be incorporated iWo in Ilie contract documents, The contractor shall submit a schedule for implementation of iho SVV PPP. Deviations from the plan must be submiVed to the engineer for approval. The SW PPP is not warranled to meet al the conditions of the permit since the actual construction activities may vary from those anticipated during the preparation of the SVVPPP. Modifications may be required to fully conform 10 the requirements of the Permit. The oontractor mki5t keep o copy of the most current SWPPP al the ccnstruction smile. Any-al tore fion5 to the SWPPP proposed by the contractor must be prepared and submitted by the contractor to the engineer for review and approval. A Notice of Terminalion (NOT) form shall be submitted within 30 days after final slabiiization has been achieved on all portions of the site that is the responsiblilty of the pefmiltee, or, when anolher permitted operator assumes control over all areas of the site thaI have not been finally stabilized, MALL CONSTRUCTION ACTIVITY - DISTURBED AREA EQUAL TO OR GREATER THAN ONE ACBE BUT LESS THAN FIVE ACRES: Submission of a NO] form is not required. However, a TCEQ Site Notice farm mull be completed and posted at the site. A copy of the completed Site Nolice rnust be sent to the City of Fort Worth Department.of Environmental Mana9emenI a1 the address listed above. A SWPPP. prepared as described above. shall be implemented at least 48 lours before the commencement of caosiruclion activiiGes, The -WPPP must include descriptions of corp#fol measures necessary to prevent and control soil erosion, sedimentation and water pollulion and will be included in the contract documents. The control measures shall be installed and maintained throughout the cQn!*w0ion to assure offeclive and continuous water poilulion control- The controts may include. but not be €incited to, silt fences, straw bale dikes, tack berms, diversion dices, intercepter s ales, sediment imps and basins, pipe slope drain, inlet protection, stabilized construction entrances, seeding. sodding, mulching. soil ratentlon blsnkets, a other structuraI or noir-structural stofm water pollution controls. The ire ihod cif control shal I result in a rninimum sediment retention of 70% as definod by the NGTC00 "BMP Manual." DeviaI.ions from the proposed ccnIrsaI rneasures must be submi(led to the engineer for approval. PAYMEN I' FOR SWPPP IMPLEMENTATi01V; Payment shall be made per lump sura as shorn on Che proposal as full ccmpenset10n for a I I Itofrls contained in the project SWPPP. FOR DISTURBED AREAS LESS THAN 'l ACRE. SPECIAL CONDiTION D - 44 SHALL H APPLICABLE. D-69 COORDINATION WITH THE CITY'S REPRESENTATiVE FOR OPERATIONS OF EXISTING WATER SYSTEMS It is the Conlractor's responsibility to coordinate any event that will require connecting to or the operation of an existing City water line systcrn wilh the City's reprosenlative. The Coritfactor may obtain a hydrant water ureter from the Water Department for use during the lite of named project- In the event the Contractor requires that a water valve on an existing Ilve system be turned off and on to accommodale the consirucli0rt of (lie project, the Contractor must c ourdinale [his aura C-52 PAIN D - SPECIAL CONDITIONS activity through the appropriate City representative. The Contractor shall not operate water ane valves Qf existing water system. failure to comply will render the Contractor in violation of Texas Penal Codi; Ti#le 7, Chapter 28,03 (Criminal Mischief) and the Contractor will be prosecuted to the full extent of the law. In addition, the Contractor will assume all liabilities and responsibilities as a result of these act lons. D-70 ADDiTIONAL SUBMITTALS FOR CONTRACT AWARD 'The City reserves the right to require any pre-qualified contractor who is (lie apparent low bidder(s) for a project to submit such addltional information as the City, in sole discretion may require, including but not limited to manpower and equipment records, information about key personnel to be assigned to the project. and construction schedule, to assist the City 'n evaiuall ing and assessing the abhlity of [lie apparent Cowl bidders) to deliver a quality product and successfully complete projects for the amount bid willhin the stipulated time frame, Based upon the City's assessment of the submitted informatian, a recofnmendatiort regard Ilig the award of a contract wN be made to the City Council, Fallure to submit the additional information if requested rnay be grounds for rejecting the apparent low hidder as non-responsive. Affected contractors witl be notified in writing of a recommendation to the City Council- 0-71 EARLY WARNING SYSTEM FOR CONSTRUCTION Tillie is of the essence in the completion of this contract. in order to insure that the contractor is responsive When notified of unsatisfactory performance and/or of failure to rn2aintain the contract schedule, the followiog process shall be applicable: The work progress on all construction projects will be closely monitored. Ona bi-monthly basis the percentage of work complet8d will be compared to the percentage of time charged to the contract. if the amount of work parformed by the contractor is cess than [lie percentage of time allowed by 24 or more (exampia, 10% of the work completed in 30% of the stated contract time as may be amended by change order), the following proar,.live Measures will be taken: 1_ A loller will be mailed to the conlrac:tor by cerlified moil, return receipt requested demanding that, vvlthIn 10 nays from the crate that the letter is received, it provide suffi6ent equipment, materials acrd labor to ensure cornpletiari of the work within the can€rant time_ In the event the contractor receives such a hotter, the contractor shall provide to the City an Updated schedule showing how thfie project will be completed within the contract time. 2_ The Project fUianager and the Directors of the Dep ailrr ant of Engineering, 1Nator Deparlmen 1, and Daapartment of Transportation and Ptib Iic Works win be made aware of the situatlon. If necessary+. thie City Manager's 01fice and tine appropriate city counchl members may also be Informed, _ Any notice that may. in the City's sole discretion, be required to be provided to interested Individual's will distributed by the Engineering Oopnrlment';s Public information Officer. 4, Upon reL;aipt of the contractor's response, the appropriate City departments and directors will be notified_ The Engineering Do parl ni en t's Public Informa[ion Officer will. if necessary, lhen forward updated notices to the interested Individuals. ; 7i" -53 PART T 0 , SPECIAL CONDITIONS ^ 5. If the contractor fails to provide an acceptable schedule or fails to perform satfsfactorify a se-cored time prior to the completion of the contract, the bonding company will be notified appropriately. D-72 AIR POLLUTION WATCH DAY The Contractor shall be required is observe the following guidelines relating to work Ing ori C ily construction sites on days designated as "AIR POLLUTION WATCH DAY&H. Typically. the O ONE SEA ON, wiIhin the Metroplex area, runs from May 1, through 0CTOBER 31, w!th 6:00 a.m. - 10:00 a_rri_ being critical BECAUSE EMISZ IONS FROM THIS TIME PERIOD HAVE ENOUGH TIME TO BAKE IN THE HOT ATMOSPHERE THAT LEADS TO EARLY AFTERNOON OZONE FORMATION. . The Texas Commission on Envi ro n man to I Quality(TCEQ), in coordination with the National Wi2ather Service, +will issue the Air Pollution Watch by 3:00 p.m. on the afternoon prier to the WATCH day. On designaled Air Pollullon Watch Days, the Conlractor shall bear the responsibility of being aware that such days have been designated Air Pollution Watch Days and as such shall nOt hegirti work unlit 10,00 a_m. wheneve r construction phasing requires the use of molorized equipment for periods in excess of 1 hour. However, the Contractor may begin work prior to 10:00 a.m. if use of motorized equipment 18 less than I hour. or If equipmenl js new and certified by EPA as "L.ow EmItting or aquipmartt Eumr, EJllra Low Sulfur Diesel (ULSD), diesel emulsions, in alternative fuels such as CNIG. IF the Contractor is unable to perform continuous work for a perlad of at least seven hours between 1he hours of 7:00 a.m. - :00 p.m., on a designated Air Pollution Watch Day, that day will be considered as a weather clay end added onto the allowable weather days of a given month. D-73 FEE FOR STREET USE PERMITS AND RE-INSPECTIONS fee for slreel ase permits Is in effect, In addition, a separate fee for re-inspections for parkway construction, such as driveways, sidewalks, etc., will be required. The fees are as fulfr) s- 1. The street permit fee is 50.00 per permit with paymenl due at the time of permit applicatlam 2. A re-inspectiorr fee of $25.10 will he assessed when work for which an inspection called for is incomplete. Payment is due prier to the City performing re-inspection- Payment by the centractor for all street use permits and re-inspections shall be considered subsidiary to the contract cost and no addillonal compensation shall be made, PART D - SPECIAL CONDITIONS fa74 - i k. (To be primd on Corstraetnr's Laterhead) Date: — DOE No. 3176 PROJECT NA1 EMain CIC4B Sanitary Sewer Drainage Area Part 15 MAPSCO LOCATION- 76L LINUTS OF CONST".: West of 4"h Avenue along FWVM between Rosedale and 01enndcr E311mated Duration of Construction on your SI reet ; <XX> days TMS IS TO INFORM OU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL REHABILITATE SEWER LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION STRU TION WII L BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF TIRS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRAC,TOR•S SUPERINTFNDENT> AT TEL HONE NO> R Mr. <CITY INSPECT O I' <TELEPHONE N 0.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL 871 -7970 pL EASE KEEP TI-11S FL YER HAND Y WHE N YOU CALL. FORTWORTH Date# DOR mm xxxx Mim0: rJOTICK OF TEMPORARY WAFER SERVICE INTERRUPTION DUE TO UTIIJ'TV IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON _ BETWEEN THE HOURS OF AND IF YOU IIAVE Q UES'rIONS A 80 VT TEaS SHUT-0 UT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (Tv'LUPHONE NUMBER) OR . MR. AT (crry INSPECTOR) (TELFPIIONE NUM0ER) THIS INCON V E N FE NCE WILL BE .AS S110R T A S P 08 SIBLE. THANK YOU, CONTRACTOR PART D - SPECIAL CONDITIONS F TEMSDEPARTMENT OF HEALTHhi �, DEMOLITION I RENOVATION ° � . NOTIFICATION FORM r NWO:CM LF.rrEms THAT ARF IUidEX003 T �] H RMFFICATIONO! (f 11 Abokemenl Corih�Gtur _ TUH Lboonse wernbiar, I Address., City, —T— — aisle: c e Phones f'tumbar:E I Job 51te Phorre Nufter 0 .SAP supanm_ r, MH Ucenui Ncmb� U Site$uparvlsar. TON Ltcer Number R TraJnW On-site NE HAP Individual: Carlkficallon date= ■ 0*M0l1tian Cpa*acfor; Cf l Phone Nunlbp f s n Address; pty Sfatt_� fp; I 2) Project Contuklorki or OpetuWn TDH Uceneo Number. h+01ug Address; Ll CHty_ Mata:. dip 0fte PWne Number:t 1 _ T 3) FeollltyCWvri+er. H Attankinn: Ada inlg Address:_ A ClStela_ Zfp_ 0wnsF Phonlo NurntierL�._.._ '*Nott:Tho In+ralce for Ihio nutlif cailnn is a wi It Ba sent to kho ownar at lata buI Win h and the k5llliep Wv*"for Me I.rviAgo wltl bo O obtaHnoA from the larotrntilon thMt is provilf*d in tLIs&action. N 4) ( estripuon or Foality Name= E FhpsJca!A 0rum� zlp;, S Ffldmy Phone i`+Ivrr Wi }. t ec; ty"ntacl Peracn; H PdAe-riptldri ok AraaJRoom Numbor A Friar Uee_ Figure Usa. P Agv 0 l3rrlld6r►p�F olllty�9loa:_ _1utGmher nR Floors;_ Std gO I K- 12): t. YES _J NO r 5) Typa OF Wark-t Ilmrif Dolklan 1 Renovation(Abstomertf) Ci AnnConralidmted .r Werk wW bin during< 1J Day a Eveg '! NIght Phew Projacll C1 Dosa6pVcn of work sai dula: H 6) Is IhIg a PablIn Vuikdlag?, YES i s NO Federal Facltl A U YES ; NO tadusUial SW U YES I I NO ❑ NESHAP-Onfy Facility? C1 YES D NO Ib 8„H1riInpJFrsrgffy C}eotllplad7 -1 YES Ll NG L 'f) Nwirkmior rypn CHECK ONLY ONE OriginalI10%NoWing Dsya) - G2skctrt;atiao 3 Amendlrrletlt rl EmergenoylOrdored k ' If 1h IF k m mandmaN.wtikh aw nd mem iivmberr Is this?__(Endo"copy of orlgJ n at andfor last amwWmain#) I If imn errraguny,who'dld.you tNX viol at TUR Emergency** ' rY Date and Hour at E+tila+liawcY(HHlt4lAi'0NY ; til Dew1plian of kh6 sudden,unw peotW event ono exleilelkin of how ft a"rri soured unrata c md1 lana w Would aeija a equipmad damage(computom nurr dory.ate !1 7 L3 B) Dwirrin on Df pmaedures to Lw fallvwad Iniho ev"fhnl una#aded asbealos Is round or prevfously pori-usable Y ssb u stos r»0eftH beaom"*umblll'd,pulverkW.cr rsducad to pcwdsr: E S 0) Wau on AabiwajG stu'vey perfmmed? ,J YES Lt NO 006:. _ f J TD H lncpeatcu i.iwsv,W. Anelok*MOW.❑PLM 0 TEM❑ASSurno d TQH Laboratory Lfoenae Nib. N (For TAFIPA(public 1 1r dlnp)praypate-an a suumptiqn MV51 ball made by a JDF Lkconead lnepacta0 te) Clmripftn of plenrod(tamofirmn oreannvalmm waFk.type of nutar+eT, and mWhrod(s)to be used;_ 11) 0"c ripUon of work praclfceb and wginEerfng oantrots 10 0t*sed to ptovwU-em 1 aims of 8Bbe$Los si to- derrsflllllrriJrrtnpvdihpr�_ - 0 PAIN D - SPECIAL CONDITIONS } ) ALL 4]pplh=Me R11m19 rn I1191 WrOWIN tab:a nwra bw eompraiea: IF NO ASIDESTC3 PRESENT CHECK FIEfRIME Approwillmvio amount o[ 0,rck iAnIt sir measurornel:t AdIbeatos-Cantaining Building KAMM Ambavtos Typo pipes Surface Area Un Ln SQ $0 Cu Cu FI M Fi Ph Ff H1 fd Ba rarpim. ►d e;1vl NOT rErnove4 Inlaflor ete )riorb-frlaWe removarl E�tatrw removw Cake I non41p 1e NOT nrtmovvd Inl4orlor Cat II non-ffia4la rimMovad Exteoer Ginta gury IF n0zT#rrabrc}rempvW Cattpury IJ non-ft[able NOT femarcd RACM OfWar.IW Corr*jflnani 13) Woske Transpoaw Nairi(e' —TIDH Lkmnmi Plumber. Address: , Stote. _PJp:_ Cwtact Ninon: Phone Rwr&av } 741 Wama 17is{rn5al Silg Nama= Afteae,: [:ily, 'tlnla _ZIP,-_ Telephone: } `TN RCC Permit Numiler- 115) For structurally unsound(ftollrles,aitach a copy of clanwI IGan nrdL%r end+dr'frtlfy Gevernrrtanto Offic Ii+"JiOw. f,Fama; JI lwrokn No; Tltle; Date of ardor(M WDDfYY !�f Dalai order to begln(MMA)MY) f ! 16) Sckeduied Daws of Asbemto Abaksment(Pdl lvV DC IeY) S earl: _�_ C.nrnpra<Ie, ! ! 17) sn adule" Slaw f Comylote: 1 I " Now:if Ire or Stan date an Us uaufl rhtlon ran nol bu mal.Ppa MA Rag I oral w Local Pi UUFam ornca M aa hu oonlgintud by Ahvrio prier Io the rApft dirlp. rOlum le(fn an in a v1d ilon In acG#ri;lanco I TAPIP&Suc#Ion 275.51. 1 hweby aerltfy khat art rnforrrlali9p I havo providad 141 Carred.complete.rind Iruo to iho bast of my knowleilga- 1 acknow1odge {hit I om respansime for ail aspaets of IIIc notr kAHon Firm,including,DO nal JIMltiri�.conleM and rLpbml Won di'Mos. Ylia marAmurn ponalry is;310.000 ptlr day par violation. (Sign stupa of Sulldarrg Ownerl Operator {Printnd Name) [Daley (Ferephwe) ur N-11 1oled Co ullqn11CQ;11ra 01Dr} (Fbx Nurnbor) ASBESTOS NOT IFrCATiON SECTION TOYICSkiESTANC: SCON TRULDIVISION TEXAS DEPARTMENT OF HEALTH 'Faxos.4m not accopfed' I-LAO BOX 1411538 "f=nnes qM nor oc,ci pled, AUSTJN,TX 7$714-3538 PH: 114900-572-15548 FarmAFFIfi5.#afed 0742 AR37 Ri%pikes TDD form rdMod 7lJ3Jf 7_Foe assidwjrm Irk campdefrhy former,raY f-8W572-5U46 JW7JU4 -61 PART �� - ���� ����������� ������U�U������ w°�� �`�~~°" " ���w�w�°~ SPECIAL ~~����~�" " "~°"`~~ 2&1 AWARD OF CONTRACT FOR PROJECTS WITH MULTIPLE UNITS.............. .......4 DA-2 --'-'-'-------------4 g&3 .,._` _.,~~,.,_.,',,,'__,,,,_,,',.,,,,',.,,_,_.,,,.,'4 DA-4 ,,.,.,,._,----------------.-..~.-----.--.-.--4 W-5 SLIPUNIN ........ ............ .................................................................................. ........^� PIPE INSTALLED BY OTHER THAN OPEN CUT.......................................................4 DA-7 ..,.,..~....,..._---_'---_-__--_-----'-__-'_--'�4 �&B: SERVIC E Ll N r= PO I NT REPAIR I C LEANOUT g rzPAI ..............................................4 DA-9 ----.-.~.4 DA-10 MANHOLE .......- ...........-----.--.-- ............................4 Q&J,j SURFACE PREPARATION FOR MANHOLE REHABILITATIO .......,.,.."¢ .................4 DA-13 INTERIOR MANHOLE COATING - QUADEX SYSTEM ......................--,.,',,.,',.'-,'5 '--'------------5 DA-15 INTERIOR MANHOLE COATING - RAVEN LlNiNG SYSTE `^`^~^^`~`'~'`^`'`'~^~~'5 '_5DA-17 INTERIOR MANHOLE ~` ...... .......-_ ...............5 RIGID.FIBERGLASS MANHOLE LINERS .....................'...'....., ................. ....DA-19 PVC LINED CONCRETE WALL RECONSTRUC110ti �,'� ................................................5 DA-20 PRESSURE GROUTING ...... ......................_'_--_- ...... .................. AN HOLES .-- ...........�� � ��� ----------.--,.^.,.,......_.,.--,---,.,.,_..~ L0gAjQNMD jZPQ SLJ&E 0 F N16NIHOLE S AN D WATER VALVES...- ...............- ............................................- ._... u�z '---~^~~---~-~'^---~~ ~......~.....~-_...^.__,._-~_~ ff ..................... ---~. ...... UA-5 BUTT JOINTS - MILLED ............... ............. --,.,-,-._ ...........................................6 '-------'~'~'~'`^^^-^^`'-^^``6 5A- aEjPLACEjqENT_0F Z" CONCRgJE VALLEY GUTTER:...... ............. ........ .......... .6 DA-32 NEW 7" CONCRETE VALLEY GUTTER...........- ............................ ..........................6 DA-33 NEW V STANDARD WHEELCHAIR RAMP .................. -_ ..........._.--- ----------6 6�: 8" PAVEMENT PULVERIZATION _ .......................................................................... DA-35 REINFORCED CONCRETE PAVEMENT OR BASE 1UTILITY CUTI ^`~^'~'~'`~'^'^~~'6 6Zi RAISED PAVEMENT MARKERS ������'---'- ....................'........,..,6. DA-37 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING '`^^`'`^^'`^6 6 LOADING, TRANSPORIEWN, AND DISPOSAL OF CONTAMINATED SOIL ---7 DA-39 ROCK RIPRAP - GROUT - FILTER FA13RIC -_- ........ .................... .'--.. .........7 DA-40 CONCRETE ._--.--_QA-i 6ONCRETlE CYLINDER PIPE -_----_. '.._--___._-----_-_-------� .-.......-........_-,,,......___...... ........7 DA-42 CONCRETE PIPE FITTINGS AND SPECIALS...................._ ...................................7 bl�74_ -UNCLASSIFIED STREET EXCAVATIOL4 ------- ------ --.--.--- .............................7 DA-44 6" PERFORATED PIPE .------- ........................ ~....... DA-45 REPLACEMENT OF 4" CONGRETE SIDEWALKS _-_,.._,.�� .............. .,,';-_3 ��'......'..,..........................,..7 DA-47 PAVEMENT REPAIR IN PARKING AREA ........ EASEMENTS AND PERMITS .........'.... ................................. ..'....... ......�,'� _ /��� ASC-1 PART DA , ADDITIONAL. SPECIAL CONDITIONS DA-48 EASEMENTS AND PERMITS....................................................................:..:.............. 7 DA-49 HIG.HWAY..RE 4 UIREMENT ......................................................................................8 DA-50 CONCRETE ENCASEMENT .......................................................................................� DA-51 CONNECTION TO EXISTING STRUCTURES..............................................I.............. Del-52 TURBO MEIgg WIIH VAULT AND BYPASS INSTALLATION..................................8 Y DA-53 OPEN FIRE LINE IN TALLATIONS............................................................................8 DA-54 WATER SAMPLE STATIgN........................................................................................8 DA-55 CU R B ON CONCRETE PAVEM ENT...........................................................................s A-56 SHOP DRAWINGS ........................................ . .. . . ... . . ... ... .................................8 DA-57 COST BREAKDD1NN ..................................................................................................8 DA-65 STANDARD STREET SPECIFICATIONS H.M.A.C. OVERLAY...................................8 DA-59 H.M.A.C. MORE THAN 9 INCHES DEEP..-...--,........___................................. DAE-60. ASPH6LT DRIVEWAY REPAIR...................................................................... ..,9 DA-61 TOS' SOIL._................................_........... ......................... .. . ... ....... ......................9 DA-62 WATER METER AND METER BOX RELOCATION AND ADJUSTMENT...................9 A- BID QUANTITIES ........................................................................................................9 DA-64 WORK IN HI H AYRIGHT OF VYAIf........................................................................9 DA-65 CRUSHED LIMESTONE IFLE -BASE1 .......................................................................9 DA-66 OP110N TO RENEW................... . ............... . . ..... ...................................................9 DA-67 NON-EXCLUSIVE CONTRACT............ .............._.............................9 D -6I3 CONCRETE VALLEY GUTTER. ................................ . . ....... .. . ............. ................9 DA-69 TRAFFIC BUTTONS—.................. ................................................. ............. ............... DA-70 PAVEMFNT STRlP1NG,...............................................................................................9 DA-71.7 H.M.A.C. TESTING PROCE.DURES............................................................:...............9 DA-72 SPECIFICATI IV REFERFN C ES. ............................................................................. 10 DA.7 RELOCATION OF SPRINKLER SYSTEM BACK-FLOW PREVENTERICONTROL VALVE AND BOX................................. _ ..... , ............ DA-74 RESILIENT-SEATED GATE VALVES ....................................................................... 10 6�-7 EmEIi r=NCY SITUATION, JOB MOVE-IN. ............................... ..... . ..................... 10 DA-76 1 "l2." & 2" COPPER SERVICES-•.-............................................................................ 10 DA-77 SCOPE OF WORK UTIL. CUT ......................................................................,.r...,...'I0 6A:78 CONTRACTOR'S RESP0NSIBILTY (UTIL CUT1..................................................... I I DA-79 CONTRACT TIME JUTIL. CUT) -------------------------------------------------................................ 11 REQUIRED CHEW PERSONNEL & EQUIPMENT fUT1L. CUTI ............................... 11 ISA-81 TIME ALLOWED FOR UTILITY CUTS (UTIL. CUTS........................,......................... 11 DA-82 LIQUIDATED DAMAGES JUTIL. CU ...................................................................... 11 6—AZ PAVING REPAIR EDGES JUTIL CUT1 ..................................................................... 11 OA-84 TRENCH BACKFILL (UTIL. CUT).................. ............................................... 11 CLEAN-UP{UTIL. CUT) ............................................................................................ 11 ISA-86 PROPERTY ACCESS (UTIL. CUT) ._a........................................................................11 DA-87 SUBMISSION OF BIOS UTIL. CUT)__............................... ....,... 11 ............................. 6A.88 STANDARD BASE_REPAIR._FOR UNIT I_.(UTIL. CUTI .............................................. 'I 1 DA-89-89 CONCRETE BASE REPAIR FOR UNIT II & UNIT III fUTIL. CUT ............................ 11 DA�90 2" TO 9" H.M.A.C. PAVEMENT If1TIL. cuT)............................................................ 12 67X91 ADJUST WATER VALVE BOXES, MANHOLES,-AND VAULTS JUTIL. CUT1 .......... 12 BA-92 MAINTENANCE BOND JUTIL. UT).................. ......................................................12 DA53 BRICK PAVEMENT (UTIL. CUT). . . ......................................_...... . ..... ................ -- 1 ISA-114 LIME STABILIZED SUB BADE (UTIL. CUT) ........................................................... 12 r rro r ASC-2 i PART D - ADDITIONAL SPECIAL CONDITIONS DA-95 CEMENT STABILIZED SUBGRADE (UTIL. DUTY............................ .. . ., ............. ,1 DA-s RgMR OF SLORM n ftLjRUCjV Es tuT>IL. CU-n ....................................... 1 DA-97 "QUICK-SET" CONCRET19 MTIL- CUT). ...........................................i.....................1 DA-98 UTILITY ADJUSTMENT JuTIL. CUT ........................................................................'1 DA$9 DARD 00NB 0 FTE SI PEWALFC L. ICU ....1 DA-190 LIMITS OF CONCRETE PAVEMENT REPAIR(LITIL. CUT)....................................i 1 D 791ON RETE_CURB AND GUTTER (UT1L. UD............... .. ... . ..... . . ................. .1 DA-102 PAYMENT (UTFL. CUT).............................................................................................1 DA-193 DEH LES IMISC. EXT.)................................................... •. .... , .... .. .. .................1 JDA-10 CONSi�TRU TIOFI L1 ITA E C. EXT.1 .»....................... 1 DA-105 PRESSURE CLEANING AND TESTINGMIS . EXT. .............................................13 DA-19 DID QUANTITTIgS,( I1lISC. EXT.)................................................................................'13 DA-147 LIFE OF CONTRACT (MISC. E T.)..........................................................................13 DA-108 FLOINABLE FILL.(MI SC. EXT.)..-............................................................................'I DA-199 BRICK PAVEMENT REPAIR (MISC. REEL. ............................................................13 DA-110 DETERMINATION AND INITIATION OF WOR (MI O. REPL.) ..............................1 DA-111 WORK ORDER COMP LETIO 4 TIMg IMI. REPU ..............................................13 DA-112 MOVE IN CHARGES MI C. REPO .............................................. .........................13 PROJECT SIGNS (MISC. REPL).............................................................................'13 QA-i14 LIQUIDATED DAMAGES IMIS . REPL.1 .................................................................14 DA-115 TRENCH SAFETY YSTEM DESIGN IMS C. I SPLA .............................................. 14 DA-116 FIELD OFFICE.......................................................................................................... 14 DA-117 TRAFFIC CONTRQL 14 DA-1181 s C 00B01HATI ON OF WORK'MTH_DONTRACTOR FOR OTHER UNITS . 14 ASC-3 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-11 AWARD OF CONTRACT FOR PROJECTS WITH MULTIPLE UNITS Hol Used, DA-2 PIPELINE REHABILITATION CURED-IN-PLACE PIPE Blot Used. DA-3 PIPE ENLARGEMENT SYSTEM Not Used. DA-4 FOLD AND FORM PIPE Not Used. DA-5 SLIPLININO Not Used. DA-6 PIPE INSTALLED BY OTHER THAN OPEN CUT Not Used- DA-7 TYPE OF CASINO PIPE Not Used. DA-8 SERVICE LINE POINT REPAIR I CLEANOUT REPAIR Nol Used. DA-9 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION Not Usa[t, DA�10 MANHOLE REHABILITATION Not Used. DA-'I I SURFACE PREPARATION FOR MANHOLE REHABILITATION ION Not Used, DA-12 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR SY TENJ Not Used. �rJOo ASC- PART DA - ADDITIONAL SPECIAL CONDITIONS DA-1 3 INTER|OR MANHOLECOATING - QUADEX SYSTEM Not U ¢ D 14 INTERIOR MANHOLE COATING - SPRAY WALL SYSTEM Not Used. DA-15 INTEOR MANHOLE COATING - RAVEN LINING SYSTEM Not used, DA-16 INTEOR MANHOLE COATING. PERMACAST SYSTEM WITH EPDXYLINER Not Used. DA-17 INTEOR MANHOLE COATING-STRONG-SEAL-SYSTEM Not Used. DAA8 RIGID FIBERGLASS MANHOLE LINERS Nd Used. D19 PVC LiNED CONCRETE WALL RECONSTRUCTION Not Used, DA-20 PRESSURE GROUTING Not Used- DA-21 D 21 VACUUM TESTING OF REHABILITATED MANHOLES Nm U D22 FIBERGLASS MANHOLES Not Used. D23LOCAON AND EXPOSURE OF MANHOLES AND WATER VALVES Nm Usad. D 2§ REPLACEMENT OF CONCRETE DRIVEWAYS Not Used- 11102,604 ASC- PART DA - ADDITIONAL SPECIAL CONDITIONS DA-28 REPLACEMENT OF H.M,A. , PAVEMENT AND BASE Not Used, DA-27 GRADED CRUSHED STONES Not Used, DA-28 WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE Not Used. DA-29 BUTT JOINTS - MILLED Not Used. DA-30 " H.M.A. . SURFACE COURSE (TYPE "ID" MIX) Not Used. DA-31 REPLACEMENT OF 7"' CONCRETE VALLEY GUTTER Ncl Used- DA-32 NEW 7" CONCRETE VALLEY GUTTER Not Used, DA-33 NEW 4" STANDARD WHEELCHAIR RAMP No[ Used. DA-34 8" PAVE E NT PULVE R17-ATI ON Not Used. DA-35 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT) Not Used- DA-36 RAISED PAVEMENT MARKERS DA-37 POTEN71ALLY PETROLEUM CONTAMINATED MATERIAL HANDLING Not Used. PART DA - ADDITIONAL SPECIAL CONDITIONS DA-38 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL Not Used. DA-39 ROCK RIPRAP - GROUT - FILTER FABRIC Not Used- DA-40 CONCRETE RIPRAP Not Used- DA-41 CONCRETE CYLINDER PIPE AND FITTINGS Not Used, DA-42 CONCRETE PIPE FITTINGS AND SPECIALS Not Used. DA-43 UNCLASSIFIED STREET EXCAVATION Not Used. DA-44 B" PERFORATED PIPE SUBDRAIN Not Used_ DA-45 REPLACEMENT OF 4" CON I ETE SIDEWALKS Nol Used_ D -4S RECOMMENDED SEQUENCE OF CONSTRUCTION Not Used- DA-47 PAVEMENT REPAIR ITS PARKING AREA Not Used. DA-48 EASEMENTS AND PERMITS Where 1he pipeline crosses privalely owned properly. the easernenis and caostruction areas are shown on the plans. The easements shall be cleaned up after use and restored to their original condilions or better_ In the event additional work room or access is required by the Contractor, it shall be the Con ractor's responsibility to obtain written permission from thG property owners involved for the use of additional property required. No additional payrnent wilt be allowed for this item. ASL;-7 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-48 HIGHWAY REQUIREMENTS Not Used- DA-50 CONCRETE ENCASEMENT Not Used. DA-51 CON NE TION TO EXISTING STRUCTURE All connections between proposed and existing facilities, shall consist of a watertight sea]. Concrete used in the connQction shall be Class A (3000 psl) concrete and meet the requirements of Section E1-20 and E 2-20 of the General Contract Documents. Prior to concrete plecemeN. a gasket, RAM-Nek or approved equal shall be installed around pan atratil ng pipe. Payment for such work as connecting to existing facilities including alt labor, tools, equipment, and material necessary to complete the work shall be included in the linear foot price of the appropriate pipe 130 ITEM, DA-52 TURBO METER WITH VAULT AND BYPASS INSTALLATION Not Used. DA-53 OPEN FIRE LINE INSTALLATIONS DA-54 WATER SAMPLE STATION Not U!3ed. DA-55 CURB ON CONCRETE PAVEMENT Not Used. DA-56 SHOP DRAWINGS NO Used, DA-57 COST BREAKDOWN Not Usud. DA-58 STANDARD STREET SPECIFICATIONS H.M.A.C. OVERLAY Not Meed, DA-59 H.M.A. . I40RE THAN 9 INCHES DEEP Not Used. t M21011 ASC-8 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-60 ASPHALT DRIVEWAY REPAIR At locations where H.M.A. . driveways are encountered, such driveways shall be completely replaced for the felt extent of utility cut with H,M,A, . equal to or better than the exist[ng driveway. DA-61 TOP OIL Nol Used. DA-62 WATER METER AND METER BOX RELOCATION AND ADJUSTMENT Not Used. DA-63 BID QUANTITIES Not Used. DA-64 WORK IN HIGHWAY RIGHT OF WAY Nol Use d. DA-65 CRUSHED LIMESTONE (FLEA(-BASE) Not Used. DA-66 OPTION TO RENEW Not Used, DA-67 NOWEXCLUSIVE CONTRACT Not Used. DA-68 CONCRETE VALLEY GUTTER Not Used. DA-69 TRAFFIC BUTTON Not Used. ISA-70 PAVEMENT STRIPING Not Used. DA-71 H.M.A.C. 'fwrmG PROCEOURE The c:entraf;tot is required to submit a Mix Design for both Type "B" and "D' asphalt that will be used for each project. This should be submitted at the Pre-Coristructlon Conference. This design shall nvl be more than two (2) years old. Upon submiltal of the design rnix 6 Marshal PART D - ADDITIONAL SPECIAL. CONDITIONS (Proctor) will be calculated, if one has not been previously calculated, for the use during density testing. For type "B" asphalt a rnaxlmurn of 20% rap may be mad, No lap may be used in type Vo Upon approval of an asphalt mix design and the calculation of the Marshal (proctor) the contractor Is approved for placement of the asphalt. The contFaotor shall contact 1he City Laboratory, through [lie inspector, at least 24 hours in advance of the asphall placement to schedule a tachpiciaa to assist in the monitoring of the number of passes by a roller to establish a roiling pattern that will provide the required densities. The required Density for Type "B" and for Type "0" asphalt will be 91% of the calculated MershnI {proctor}. A Troxier Thin Layer Gauge will be used for al asphalt testing. After a rolling pattern Is established. densities should be taken at locations cot more than 300 feet apart_ The above regUireMerlt applies to both Type "B" and "D" asphalt. Densities on type "B" must be done before Type "D" asphalt is applies#, Cores to determine ihickness of Type "B" asphalt must be taken before Type "D" asphalt is applied, Upon compleilcn of the application of Type "0" aspbalt additional cores must be taken to delermine the applied thickness. DA-72 SPECIFICATION REFERENCES When reference is made in these specifications to a particular ASTIVI. AW1+VA, ANSI or Other specification, It shall be understood that the latest revision of such specification, prior to the date of these general specifications or revisions thereof, shall apply. DA-73 RELOCATION OF SPRINKLER SYSTEM BACK-FLOW PREVENTERICONTROF VALVE AND BOX Not Used. DA-74 RESILIENT-MATED GATE VALVES Any resilient-seated gate valves supplied for Ibis contract shall conform 10 Material Slafidard EI-26, STANDARD SPECIFICATIONS FOR RESILIENT-SEATED GATE VALVES, wilh the, exception of size requirements In sections E-26.1, All resilient-seated gate valves shall be mechanical joinis and be approved on the City of Fort Worth Standard Product List, DA-75 EMERGENCY SITUATION, JOB MOVE-IN Not Used. DA-76 1 14" & 2" COPPER SERVICES Mal Used. DA-77 SCONE OF WORK (UTIL. CUT) Not Used. I VUS04 ASC-10 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-78 C0NTRACTOR'S RESPON S IBILTY (UTIL. CUT) Not Used. DA-79 CONTRACT TIME (UTIL. CUT) Not Used. DA-89 REQUIRED CREW PERSONNEL & EQUIPMENT (UTIL. CUT) Not Used- DA-81 TIME ALLOWED FOR UTILITY CUTS (UTIL. CUT) Not Used. DA-62 LIQUIDATED DAMAGES (UTIL. CUT) Nol Used. DA-83 PAVING REPAIR EDGES (UTIL.. CUT) Not Used. DA-84 TRENCH BACKFILL (UTIL. CUT) Not Used, DA-B5 CLEAN-UP (UTIL. CUT) Not Used. DA-86 PROPERTY ACCESS (UTIL. CUT) Not Wed. DA-87 SUBMISSION OF BIDS (UTIL. CU' Not Used. DA-88 STANDARD BASE REPAIR FOR UNIT I (UTIL. CUT) Not Used- DA-89 CONCRETE BASE REPAID FOR UNIT II & UNIT III (UTIL. CUT) Not Used. I IArZU ASC-41 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-90 2" TO 9" H.M.A. . PAVEMENT (UTIL. CUT) Cool Usn-d_ DA-91 ADJUST WATER VALVE BOXES, MANHOLES, AND VAULT (UTIL. CUT) Not Used. DA-92 MAINTENANCE SAND (UTI L. CUT) Not LJsf--d. DA-93 BRICK PAVEMENT (UTIL, CUT) Not Used. DA-94 LIME STABILIZED SUBORADE (UTIL. CUTS Not Used. DA-95 CEMENT STABILIZED SUBORADE (UTIL. CUT) Not Used. DA-96 REPAIR OF STORM DRAI NI STRUCTURES (UTIL. CUT) Not Used. DA-97 "QUICK-SET" CONCRETE (UTIL. UT) Not Used. DIS-96 UTILITY ADJUSTMENT (UTIL. CUT) Not Used. DA-99 STANDARD CONCRETE SIDEWALK AND WHEELCHAIR RAMP (UTIL. CUT) Not Used. DA-100 LIMITS OF CONCRETE PAVEMENT REPAIR (UTIL. CUT) Nol Used. DA-101 CONCRETE CURB AND GUTTER (UTIL. CUT) Not Used. 11102104 ASC-1 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-102 PAYMENT (UTIL. CUT) Not Used_ DA�14 DEHOLES (MISC. EXT.) Not Used, DA-104 CONSTRUCTION LIMITATIONS (MISC. EXT.) Not Used- DA-105 PRESSURE CLEANING AND TESTING (MISC. EX'S'.) Not Used, DA-106 BID QUANTITIES (MIS C. EXT.) Not Used- DA-1 07 ysed_DAA-10'7 LIFE OF CONTRACT (MISC. EXT.) Not Usiad. ISA-108 FLOWABLE FILL (MISC. EXT.) Noi Lysed_ DA-109 BRICK PAVEMENT REPAIR (MISC. REPL.) Nol Usod. DA-110 DETERMINATION AND INITIATION OF WORK (MISC. REPL.) Nol Used DA-111 WORK ORDER COMPLETION TIME (MISC. REPL) No] Used- DA-112 MOVE IN CHARGES (MISC. REPL.) Not Used- DA-113 PROJECT SIGNS (MISC. REPL.) Not Exsect_ f�'Q?104 ASC-1 PART DA - ADDITIONAL SPECIAL. CONDITIONS DA-1 14 LIQUIDATED DAM AG E S (MISO. REP L.) Not Used. DA-115 TRENCH SAFETY SYSTEM DESIGN (MISC. REPL.) Nol Used. DA-116 FIELD OFFICE Not Used. DA-117 TRAFFIC CONTROL PLAN Not Used, DA-110 COORDINATION OF WORT{ WITH CONTRACTOR FOR OTHER UNITS Not Used. 1 faz -14 I SPECIAL PROVISIONS FOR STREET AND STORM DRAIN IMPROVEMENTS FOR: RECONSTRUCTION OF HITSON LANE FROM ACAPULCO ROAD TO MEADOWBRO0K I:IRIVE UNIT It: PAVING IMPROVEMENTS STREET PROJECT No. 0200 541200 205400006183 DOE No. 2736 1 SCOPE OF WORK, Tile work covered by these plans and speeIflca#ions uonslst of the following: Reconstruo:hon of Hitson Lana (Meadowbrook Drive to Acapulco Road)and all other miscellaneous rums of construction #o be performed as out[ined In the plans and spenificaflons whlrh are necessary to satisfa. #drily complete the work. The pavernent impmviwnants will inonsist of Aiternate No. 1. 6-Inch concrete pavernen# over G-Inch lime slabilixed base or Altemato No, 2, C-Inch H.M A.C. pavemant over 8-Inch Ilma stabilized fuse. 2. ,SWARD OF CONTRACT: SUbmIsSion of Bids: Unit 1 and LJnII 11 oanstJtule a package. If the on#ractcr submrls a Wd on both Unit I and UnII II and hes the lowest responsive proposal pace, the Contractor will be Ilie apparent successfuI bldder for I h I s project. The Contractor can bid elkher the HMAO alienia#e aridlcr the Concf etc- alternate. The arlditivo alternate must be includ#d In any bid. Bidders arc hereby Informed Ihat the Director of the Deparlrnenl of Engineeri rig reserves the rlg'ht IO evaluate anti recomrriand lig iho City Cauncil the best bid th} it Is considered to be In the bell Interest of the Clty. 3. PREGONSTIR U T 1O#j CON rEF. .IrNCF,; I'he successful Contractor, Engineer, and.City personnel shall meal at the call of the Cilyfor a pre-canstructlon con feresire before any of its work begins-0n this project At this Ilme, details of sequancing of ttra work, cxmtacl Individuals for each.party, request for survey, and ply raquosts will be covered Pricr to the meeting, the Conlractor shall prepare schedu las sho lnq the sequenc:Ing and progress of their work and its effect on others, A final composite schedule wilt be prepared dliFinU this conference to allow an orderly sequence of project construction. As used herein, the term "En9inepfi" shall mean the design engineer who prepared and sealed lite plarFs, specificalior�s and ro6lraul documents fgrthis prqje�cl. 4 EXAMINATION OF SITE; II shaII be the responsibility of the prospecIIve bidder to visit the project site acrd make suxh examinatlans and uxploraIIons as may be necessary to detenmine all conditions Chat may affect conslruntion of IhIG project. Particular aHenIinn shiould be given to rrrethads of providing Ingress and egress to adjacent private and public properties, procedures for pratectrng existing Improlvernenis and disposlibn of all materials to be rernoved- Proper con sideraIlfln should be giveri to Riese details during preparation of the Proposal and all unusual conditions IhaI may give rise to leler contiWncies should be broughI to the 3ttenlion of.1ha C,IIy prior to I h a arlbmission of lite ProppEW, During the COnEilrucfton of'this projecl, II Js raciuir43d that Al parkways be excavated arLd shaped irEr;ludirig bar ditches at the same time the readway is excavaled. r-xcess excavation wiII be disposed cf ai local lons approved by the Engineer, 0ufing construt~Wn bf this project. the Cchtraclor shall comply Wth present zoning requirements of lite C Ity of Fort W uAh in the use of vacant prepi fty for storage purposes, 10127104 13-1 5. ftt SUIS I Air: Bidders shall nal separate, detach or remove any portion, segment or sheals Rom the contract dant amts at any timer. Failure to bid or fully execute contract without retain Ing contract dour wants intact may be grounds for designating blds as "non-resporislve" and rejecting bkls as appropriate and as determined by the Director of the Department of Engineering. _ YVAME f=ORNSTFVCTI ?P#: Water for cvnstntc#ic►n will be furnished bylhe Contractor at his own expense, 7. SANITARY FACILITIES FOR WORKERS. The Cuntractar shall provide all necessary conveniences for the uQe of workers at the project site. Specific;attention is directed to this equipment. B. PAYMENT Tha Contractor shalt receive full payment from the City for all the work based on unit prices bid on the proposal and spaclfied iri the plans and speciflcation5 and approved by the Englneer peractual field measurement. 9. SUB S IDIARY WORK: Any and all worlt speclnr;aiIV govemed by documenka ry requirement for tho projects, such as conditions Iimposed by the Plans, the General Contract Documents or these special Contract Documents, in which no specific item forbid has been provided far In the Proposal, shall be considered as a subsidiary item or w*rk, the cost of which shall be included In the price hid in the Proposal for each bid item, including bkJ not Ilmited to surface restoration cleanup and relocation of mailboxes, All objectionatOe matter required to be removed from within tt?e right-of-way and not particularly described under these spccifcations shall be covered by Item No. 102 "Clearing and Grubbing" and shall be subs idIary to tho other items of the contract_ 10. LE GAL RELATI0INS AND RESPONS1B11.1TIES TO THE PUBLIG, The Contractor's porticutaEr attention is direoted to the requirements of Item 7, 'Legal' Relations and Responsibilitles to the Public of thin "Standard Speclficetions for Street and Slarm Drain Construction". 11. WAG RATES, The labor classificatlons and minimurn wage rates set forth her, ldn have bee predetermined by the City Council of the Clty of irtx#Worlh, Texas. to accordance with statutory requirements, as beim the prevailing classifications and rates that shall govern on ail work perform ed by the Contractor or any subcantractor on the site of the project covered by these Contract Dvcurnents..In iso event shalt less (hon the following rates be paid. (Attached at the end of this seetion.) 12. EXI STINA UTILITIES: The Iacallarts and dimenslans shown on the pians relative to existing utllities are based on the best Information available. It shall be the Conlractor'S rusponsibiiily to verify tocatlon of ad]acent andlor conflicting titltitles sufficiently In advance of cansVuotion In order that lie may negotiate such local adl ustm oris as ate necessary In tete construction process in order to prov Ida adequate clearance. The Contractor shall taste all necessary pracarttiorts In ordw to protect all services encountered. Any damage to utilitiir and any lasses to the utillty CIlydue to d1sruplfon of service re-sulting from the Contractor's operations shall he of the Contractor's expertise, 13. PARKWAY CONSTRUCTION. During the construction of this project, it will be required that ati parkways he excava[ad and shaped at the sante 11 me the roadway is excavated_ Excess excaveI lori will be dlspnsed of a locations approved by the Director of the Department of Engineering, 14, MATERIAL STORAGE: M8lerial shall riot be slamd on private property.uMess the Contr'aolor hiss obtained permissjan from the property.Cily. 1012710d SP-2 15. PROTETIONOF EXISTING UTILITIES AND IMPROVEMENTS. Via Contractor shall take adequate measures to prosect all'a lsting sIr=tures, Improvements and Wilitles, which may be encountered. The rititity IInes and conchitis shown on the ptans aro far information Dnly and are not guaranteed by the slily or the Engineer to be accirato as.to ex tont, Iocattan and depth, they are shown on tiro plans as the best information available at the 11m of design, If ram the Owners of the utilities Involved and from evidences found on the grourkd. 16. INCREASE OR DEGREASF_ JU_QUANITITIIES The quantifies shown in the f ropolsal are approximate. It is the Cbntractor's sole responsIbJ:IIty to verify all the minor pay item quantities prior Io subwitting a bid. No add I(tonal compensation shall be paid Ion Cortl{ect4r for errors In the quanlitles. Final payment will be based upas field rneasuruTnents, The City reserves the right 14 alley the gtjan hies of the work to be performed or to extarid or shorten the impraviomenis at any time when and as found to be necessary, and the Contractor shall perform the work ns altered, increased-or decreased al the unit prices as establ[shad In the contract documents. No altowanee will be made for any changes tri anticipated profits or shall-such changes Fre considerer) As waiving or irivaIIdall ng'any cond'rticrrs or provisions of the Contract Documents. VarlalIon s to quantities of storm strain pipes in depth categories shall be Interpreted herein as applying to the overall guarrtille� or starm drain pipe in each pipe size but not to the Various depth categories. 17. CONTRACTOR'S RIESPONS JB;LITY F Z.DAMAG E CLA IM S Contractor Covenants and agrees to Indemnify CIty's Engineer and AfchIlecl, and Ih¢ir personnel at the prnjecl site for Contraclor`s sole ne9Ngence. In add Ilion. Contractor covenants a€id agrees to indemnify, hold {tarmless and defend, at Its.Gwn expense, the City, tis officets, servants and employees, from and against any and al clairns 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 perfutmed hereunder by Contractor. Iis offlcers, agents, emplDytts. subcon I rac tors, Iloan sees or Invitees, whether or not any such Injury. darnage or death Is caused, in whole or in part, by rite negligence or alleged negligence of City, its afficers, servants, or employees. Contractor IIke iser covenants and agrees In Indemnify and hold harmless the CIly from and agairfst any and all injuries lot City's off lcers, servants and ern ployees and any damage. loss or destmction to property of the City arising fro Fn the perforrnanee of any oI the terms anti conditions.orf Ihls Canlract. whether or not any such iijury or darrrage Is ca used in whole or in part by rhe negligence or alleged nagligonce of City, its o#flcers, servants or'employees. In the event City receives a written stains for damagos apainsil the Contractor or Its subcontractors prior to final payrripnt, final payrnant shall aol be made unlit Contractor either (a) submits Icy City salisfactory evidence Thal the ciuirn has been se(ll'ed anchor a release from the claimant inVolved, Dr fib} provldes.City with a falter ffom antrbclor's IIab111ly insUrance coiner Ihat the claim has bin referred to Ilia insurance carrier 'l-tte Director may, if deemed appropria le, refuse to accept bids ort other City of Fpr#Worlh public Work fresco a Conlractor agulnsl wham a clalm for damages Is Outstanding as a result of work performed under a City Contract. 18, EQUAL EMPLOYMENT PROVISIONS- Contractor shall coin p]y wlIh City Ordinance Nurnber 778 as imended by City Ordinance tJumbor 7400 (Foci Worth City Code Sections 13-A,21 Ihroogh 12- A-29) prohiblIlI rg{llsurirnlnalivn to employmerils praclices_ The Contraclor shall poll the rerlulresl nonce to that effect on the project site, and al his-rEques1, writ be provided by assislance by Ihc. icil y cif Forl Worth's EqunI Employment Officer pvho wilI refer any quslified applicant ho may have on file in his office to the Contractor. Appropriate notl s may be acquired from the Equal Emooyrnent Officer. 19. M100RiTY AND WOMEN BUSIIAE S E14TERPRISE(U1 UBE) C0MPt-j6N E, In accordance wllh City of Fart Worth Ordinance No. 15530, the Clly has goals for the particlpaI[on of mInorlty businesis enterprises and women business enterprises in City contracts. The Ordlna!IC9 is incorporated In these specifications by reference. A copy of the Ordina rice may be obtained from the Office of the City Secretary. Failure to comply with the ordinance scull be a material breach of contract. MIWBE UTILIZATION FORM, MANBE GOALS WAIVER 170 RM AND COOP] FAITH EFFORT FORM. as applicable, must he 9ubmifted within fine (5) city business days after bid opening. Failure to comply shall render the bid non-res pansIve. Upan request, Contractor agrees to provide the City complete and accurate Informallon regarding actual work performed by a Minority or Women 8us]ness Enterpri$a (MNVBE) on the contrarct and payment thereof. Contractor rurther agrees to permit an audit andlor examination of any banks, records or files In its possession that will substantiate the actual work performed by an MBE anchor BE. The misrepresentaNan of acts(other than a negligent misrepreseritation) and/or the commiss Ion fraud by the Contractor will be grounds for term Inatlon of the contract andlor Initiating action tinder appropriate federal, state, or local laws or ordinances relating to falsa statement. Furlher, any such misrepresentation (olher than a negligent misrepresentatk)n)and/or comrnlssIon of Freud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of tithe not less Ihan three years. The City will consider the Corrtraotor's performance regarding its MM BE program irk the evaluation of bilis. Failuro to comply with the City's MJWBE Ordinance, or to demonstrale"good faith effort", sh0 result in a bid being rendored non-respon3Iva to speciFicallons. Contractor shall provIde capias of subcon Vacls or co-slgried lei ters of Intent with approved MMSE subcontractors prier to issuance of the Notice to Proceed. C:onlractot shall also provide rMonthly reports on utilization of the sul:=niractnrs to the Cilyfs MMSE office. The Contractor may count first and second Iler subconiraders and/or suppliers toward meeting the his, Tha Coni ractor may count toward its goal a podien of the total dollar amounI of the carl1mct with a Joint venture oclu21 to the percen[acge 6f the IVI VBE parllcipalion In the joint venture for a r~learly defined porl Ion of the+Nock to be performed. All M1WBE Contractors used in rnoeling the goals must ba corlIned prior to the award of the Contract, The M/W BE Contractor(s) must be certifled by eil her the North CenIral Texas Regional Cerllficaiaoti Agency(NCTRCA)u Texas Deparlment of Transporlation (TxDOT), Highway Divislan and must he located In Ilie nine (9) county rrrarketplace or currently doing busine+is In the marketpI ace at time of bid. The Contractor shdil contacl all such M1WBE subconiractors or suppllers prior to listing Ihem on the MNVBE utllizal1Dn or good faith effarl farms as applicable_. Failure to contact the listed M/WBE subcontractor ar supplier prior to bid opening may result in the referlion of bid as nor-responsive. Whenever a change order affects the work of an MM BE subcontractor or suppller, tha PAlWBE shall be given an opportunity to perForm the work. Whenever a change order exceeds 10% of the original contract, the MfW8E coordinalor shalt delermine the goals applicable to the work to be parfafrned under the change order During the lean €f the c:at~iract the con tro0 %1xijII 1. Maks no unjustified changes or delelians in its MM BE parlIr-1pation commitments subrnl[led with or subsequent to I h o bid, and, /0127104 SPA . If subslanliat subcontracting and/or substantial supplier opportunities arise during the term of the contract which thte Contractor had represenlod he would perform with his forces, the Contractor shall notItyr the City bef ore subcontracts or purchase orders are let, and shall be regiAred to comply Wth modificalIons to goals as determined by the City, and, 3. Submit a REQUEST FOR APPROVAL OF CHANGE FORM, if the Contractor desiries to change or delete any of tho MMBE subcontraclors or suppilefs. JusIIffcaIIon for change may be granted ror the foiiovuing: a. FSIILife of Subcontractor to provide evidence of covwagea by Worker's Compensailon lnr urance. b. Failure of Subs:oniractor to provide required gefieraI Iiability of other insurance. c: Failure of Subcontractor to execute a slendard subcontract farm in the amount of the proposal used by the Conlfactor ire preparing his M1WBE Particlpativn plan, d. Default by the iti /MBE subcontractor or supplier in the performance of the i9kibcontractor. W IINn len (10) days after final payment ftorn the Clty, tha Contractor shad provide tho MIWBE office:Mth docuiveritation to reflect final participallon of each suboorstructor and sirppiler used on the project. Inclusive of fvMUEs, 20, FIHAL gL LEAN-,V-.- f=inal cleanup work shell be done for ihis project as soon as the paving and curb anti gutter has been completed. fpm rriore lharr sever, days shall elapse after completion of consifuclion before the roadway and R.O,W, is cleaned up to the salisfadion of the Fngineer. The Contractor shall make a final cleanup of all parts of the+"cork before acceptacce by the City or its representative, This cleanup shall include removal of all abJeclionablo racks, pieces of asphalt or concrete and other oonstruction materlals, and in general preparing the site of the work in an orderly mariner and appearance, 21. CONTRACTGR COMPLIANCE V4+ITH WORKER'S COMPENSATION LAW, A. Workers QOM pensalbn lrrsuran ce Coverage a. DEFiNIVON , b_ CertifioatIon of coverage ("CerlifJoate")_ A copy a1 a certificate of insurance, a cadificate of aulhorily Io self-Insure issuad by the cvmmissioa. or a cova rage agreement (T CO-81, TW CC- 82, TW CC-83, DR TUVCC-84), showing statutory wmrkers' corn perisation Insurance coverage far Iho person's of entity's employees providing services on a projecl, for the duration of the project, IDUraiton of the project-includes the IIme=_ from the=_ beginning of the work on the project until the Cc Mtfrlctor'slpersan's work on the proJecl has been corn pleled and accepted by the governmen(al enllty, I Perm❑ns provkling services on Niu prgeO (%i,ibconlractrrr" In §406.096)-WGIUdes all Pers❑ns of erntities performing all or pert of the services Ihe'Cori I'm clor has urid erWeri lO perform on the project, regardless of whether That persons ccinlracted direclty wJ91 the Con Iraclor and reg ar(fless of whether that person has employees. This Includes, wiihout lrrnllatlon, indeperid enI Cantractors, subcontfactars, leasing companies, motor carriers, City-operator, employees of any such entity. or ernployeas of any entity which furnishes persons la provide services on ihe± project, "Services" include, without Iimdallon, providing, hauling, or delivering e=_quipment of roalerlaIs, or providing labor, transportation, or olher sarvices related la a project "Services.' does not include act 1vIlie s unretlated io the projaqt, sLIchr as foad1heverage vendors, office! supply deliveries. end delivery of pmrinble tolief s, The Coniractar shall provide coverage, based an proper reporting of'classl.Pcallon ccdes and payrall amounts and Filing of any coverage'agreemonts, which meets the stalulory reguirennenIs 101 710d SP-5 of Texas Leber Code. Section 401.011{44}or all employees of the Conlrartor providing services on the pro;ect, for the duration of the project. c_ The Gonitactor m 118 provide a cerlifcate of coverage to the govemmeriial entity.prior to beim awarded the contract. A. if the coverage period shown an the Ccntradoes current cerllflcalo of coverage ends during the duration of the project, Ilse Contractor M LPSt, prior to the end of the coverage period, file a new cerlificate of coverage wJth the governrnental entity showing that coverage has been +extended. e, The Contractor shall obtain from each person providing services on a projerl, and provide to the govurnmental entity: (1) a cortiflcate3 of coverage, prior In that person bagInning work on the project, so the goverrimental entity will have on Me cerltfcales of coverage showing coverne for all persons providing services on the project, and ( ) no later than seven days afler recelpt by the Cantrac tar, a new certificate of coverage showling extenslon of coverage, if the craverage period shown on the current certificate of coverage ends during the duratlon of the project. f. The nntractor shall retain all required certificates of"Ye rage for the duration of the project and for one year thereafter. g. The Contractor shall nDfrfy the governmental entity[n writing byceWied meld or parson al delivery, wlihln len (10) days after I h e Contrattur knew or should have known, or any change that rn tIorially affacls the provlsica of coverage of any person providing services on the project, h. The Gontraclor shall post on each proj6 t ills a nullt:% in the text, Form and manner prescribed by the Texas Worker's Compensation, Informing all persons providing services on the projerl.that they are required to be covered, and staling how a person may verify coverage and report lack of coverage. L The Contmolstr shall conlraclually require each person Will whom it contracts to provide seMc s on a project, to: (1) provide cover, based an proper reparting an classification codes and payro11 aniounts and filing of any coverage ag rne'rts, whirl? rneets the statutory requIfements of Texas Labor Code. Beckon 401,011(44) for all of its. employees providIng services on the prajecl, for the duration of tho project; ( ) provide to the Goniractor. prior to thal person beginning wbrk on the projecl, a certificate of roverage showing that coverage is being provided for ail employees of the person providing Services on the projecl, for the duration of the project, (3) provide the Cvnlractar, prior to the end.af the coverage period, a new corllficate of coverage showing exten8fun.of caverago, If the coverage period shown on Mea current certificate of covorage.ands during the duration of the prod 1, (4) obtain form each other person with Whom It contrects, and provide to the Contraclor'. (a) a uortiticate of coverage, prier to the other person beginning work on the projetA, aril 10127104 P-6 (b) a new cer#ificake of coverage showing axle nsion of coverage, prior to the end of the cove{age period, if the coverage period shown on the currerit certiflcate of coverage ends during the duration of the project; (c) retain all requared rerttfIca tos of coverage on Me tior.lho duration of Iha project and for one year Ihereof ter. (d) notify the governmental enllty in writing by c artlfled mail or personal delivery, within ten (10)drys atter the person knew or should have. known. of any change that materially affects the provision of coverage of any persona providing services an the profsct;and (a) contractually requke each pension with whore it con tracks, to perform as requlred by paragraphs (1)-(7), with the cert}€Icailes of.coverage to be provided to the person for whom they ane provlding services. J. By slignlrrg.this cantracl or providing or causing to be provided a certificate of c:oyurag% the Contractor is represeni Ing to the governmental entity Ihat all employees OF the Corin Oor who wlil provide services on the project will be covered by worker's c:ornparisaklon =Verags for the duration of the project, that the coverage will be based ori proper repartIng of classiftcaklan codes and payroll amounts, and that all coverage agrearnenis wlil be filed with appropriate insurance carrier or, In the case of a self- Insured, with the Comm]s�iIon's 1)NI8Ion of Self-Insurance Regulation, Provlding false or rnisIbading INormatiori may subject Ehe Contractor to admtnlstraklvO, crlmInal, civil penalties or olher civil notions. k. The Contractor's fal1ure to comply with any of these provisions is a breech of coniraat by the CoNractor which eni!IIes the governmenta I entity to declare the (centrad void if the Cejntractnr [Ines nr}I ramedy the breach within ten day after receipt of rrot.lce of breach frown the governmental entity. i B_ Th4b CoMfact&r shall post a notice on each pfn)�ct site Infofming all persons providing servioes on the projecl that I.hey are required la be covered, and stating hove a pemon may verify current coverage and report failure to provide coverage. This noflc43 does not satisfy other posting requirements Imposed by the Texas.Worker's Compensation Acl or other Texas Worker's Commission rules, This notice must be printed wllh a 111 le In at least 30 point bold type and kdxl in at least 19 point norrnai type, and shall be In both English and Spanish and any other language common to t}Le Worker population}. The text for the notices shall be the following text, without any addtltonal wards or changes: "REGURED WORKER'S COMPENSATION COVERAGE The law requires That each'parson worklr g 4n tNs slta or pr*v1ding iaoxvices related tp this construction project must be covered by worker's Compensation ltisurence_ This Incl+;des persons providing, baukrig, or delivering equipment or materials, or providIng labor or transportation or other service related to the project, regardless of the iderrtlfy of their employer or status as art errfployee." Call the Texas Worker's Compensatloo Commission at 512-440-3789 to receive informatian on the 3eg21 requirement for coverage, to verify V,helher your errrployer has provided the required coverage, or Io r€pori an employers failure to provide Coverage". 1gf27104 P-7 - SUB$_T.171V EPM. The speciflcalIons for mate dats set oui the minimum standard of quality Ihat kip$ City befleves necessary to procura a satisfactory project. No subsiliutions w 111 be permllied until Ih€3 Conlfactor has re lived written perrnisaion of the Engineer to make a substitution for the materlal that has been spenifled. Where the term "or equal", or"or approved equal" is used, it Is undwstood ihak if a material, product, nx piece of equipment bearing the name so used Is Fufnished, It wlk be approvable, as their particuiar trade name was used for the purpose of eaitablIshing a slandard of quality aocaptable to the Clly. if a prtxluat of any other name is pmpospd substihjLos Is procured by the Contractor. Where the term "ur equal', or'approved equal' is nal used In the speclfleatlans, this does not necessa6ly exclude alternallve items or material or equipment which may accomplish the Inlend d purpose. However, the Contraclor shall have the tuil responsihlli#y of providing thal isle proposed substitulbn Is, in lack, equal, and the Engineer, as the repmsenta I Ive of the City, shall be the sale Judge of the acceptability of subsfltutions_ The provisions of the sub-sectlon as{elated to "subsIilutions" shall be applicable to all seclIons of these sp"Ificatlons. 23. MECHANICS AND MATERIAL MEN' LIEN: They CONraclur shall be rOquired to emMule a release of mechanics and materialman's liens upon receipt of payment, 24- k�yD F O f] R DELAY: Ali ukHilies ar�d right of�way ore�axpectetl ie be clear and easemen 3 M andfor permits obtained on this project wlthin sixty(p0)days of advertisement of this project. The work order for subject project will not be issued untill all utilities. right-of-ways, easernenis an&,or permits are cleared ear obkalned- The Contractor shall not hold tha City of Fort Worth reapanzilble for any doIay in Issuing the work order for lhis Contrarcl. b, ] CRMO DAYS: The Canlraclar agrees to complete the Contract within lha allotted riumher of warMrkg days. 28. R16HT TO AEIMUON: The City reserves the right to abaridon,withouI obligaIinn to I h a Contractor, any part of the projent or the entire project at aPy IIrne before the Contractor beg Ins any construction work authorized by Ihe City. 27. QQNNSTRI iCTIQN_ I'irCIFiGAT[ON : This contract and pmJW ar€� goverrfeti fey the two faHowlna 5ubll8hed specif]cations,-except as modified by these Sppoilal Prwlsions- ST NDARD SPLCIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION CITY OF FORT WORTH STANDARD SPEC I F ICAT IONS FbR PU13LIG VVORKS CONSTRUCTION NORTH CENTRAL TEXAS A ropy of either of these specifications ma be purchased at the Office of the Depai#ment at Eng Ineating, I000 Throckmorton 1reet, 2' Floor, Municipal Building, Fart Worth, Texas 76102. The specif]cation5 applicable to each pay item Eire indicated in:-Ihe call-out for the pay item by the Enginear. if not shown, than applicable published specifca#ions in either of these documents msy be followed a the discretion of the Conlfacter. General Provisions shalt be those of the Fort North dectiment ralfier than DIvisfon 1 of the North Con[rat TexEis documernt- 28. MAtN E N6tgC E STATEMENT: The Contractor shall be res ponslble for defects in this project due to fautiy materials and mrkmanship, or both. far a period of two (2) years frorn date of Final acceptances of this project and will be re=quired to replace at hie expense any part or all of the project wvhlcii becurnus defective due to these causes, 2g. DELAYS. The Contractor shall receive no cumpensaI[on for delaysor hindrances to the work, except waren dIreci and unavoidable exkfa cost to tura Contractor Is caused by the#allure of the Clty 1 0127101 ;�P-8 to pruvide Information or rnaterlal, if any, which Is to be furn Ished ley the Clty. When such extra ccrnpensatlen Is claimed a written statement thereof shall be presen led by the Conlrac.[or to the Director of the Department of Engineering and if by him found correct shall he approved and refefred by horn to the Council for final approval or disapproval; and the action thereon ray the Counr,II shall be final and binding. If delay IrN cau"d by specific orders given by the Emg!neers to stop work or by the performance of extra warm or by the failure ofIhe My to provide materl'al or necessary Insfruclions for carrying on the work, Ihen such delay will anti tie the coniraclor to an equivalenl extension of time, his applllcalIcn for which shall, however, be subject to the approval of the Oily Ceuncil; and no-such extension of tame shall release the Conlractor or tine surety an his pGrformance band form all hfs obilgatiarts.hefeunder which shall remain In full force until th® discharge of the conlracl. 30; DUOURS AND BARRICADES The Conlrector shall prosecute his work In such a manner as to create a minimurn of inl.farruption: to 1rafflc and pedesirlsn facliities and to the flow of vehicular and pedestrian Iraffrc within the project area. Contractor shall protect construction ns required by Engineer by providing barricades. Barricades, warning and detour signs shall confomi to the Standard Speriffcallpns "Barriers and Warning andlnr Detour Signs,' Item 524 andior as shnwn on the plans. Cori sInicIIon s19sinq acrd barrlcad es shall conform w[th "1980 Texas Menual on Uniform Traffir. Conlrol Devices, Vol, No, I.- 31. .-3l, DISPOSAL OF SPOIUEILL MAT. F_R#AL; Prior to the disposing of any spoillfill material, the Contraclor shall advise the Dfreclor of the Department of Engineering acting as the CRY of Fort Worth's f=lood Plain Adminlsirator ('Adrninisirator"), of the location nt all silex where the Conlractor inlends to dlspor a of such motorial. Contractor shali not dispose of st ch materlai vnlll the proposed sites have been determlrkad by the Adminlstrator to meet the req uIfements of the Flood Plain Ordinance of the City of Fort Worlih (Ordinance No. 10056). All disposal sites roust be. approved by the Administrator to ensure the filling Is not occurNng wlthin a flood plaln wilhout a permit, A Road plain permit can be Issued krpon approval of necessary engineering studles_ No frti permit is regrilred if disposal sites are not to a flood plain. Approval of the Contractor's disposal setas shall he evidenced by a teller signed by the Administrator staling IF1at the situ Is rola In a known flood plaln or by a Flood Plain Fill Permit auIhorizing fill within the flood plain, Any expent�es a,qsociated wIlh obtairrliN the fill permit, Including any ngcessary engineering studies, shall be at the Contractor's expense, In the evnr�t IhaI the Contractor disposes of spoilifoil mater INS at a slie wIJhout a fill perm II of a letter from the admirllstretor appravinq the disposal site, upon nolifit�atIon by the DtreCtor of Engineering, Contraclor shall reprove the spoillfill material at ris expense and dispose at such rnaleflals in accordame wlIh the Ordinance of the City and this secl ton. 32, QUALITY CCNTROL TEBTINQ, (a) The Contractor shall furnish, M its own ex.pen so, certifications by a private labaratory for all materials propasaed to be used on the pro)acl, including a mix design for any asphaltic; andlor Periland cement concrete to be uQed and graftlon analysis tor-sand and crushed sloop to be used along wilih the name of the pit from w#rich the nurterial was taken. The Confrader shall proOde manufacturer's cerlifications for all manUJ'J(;th,r�d ileml, to be used In 1he project and w4i bear any expense related thereto. (h) rests of Ilse design concrete mix shatl bo made by the Contractor's Iabgratory at least nine days prior to the placang of concrete using the same aggregate, cemOnl and rnortar whIvh ;Ire to be rased Wer In the concrete. The Conlractor shall provide a certified copy of lhia test results to the City, (c) Quality control tesling of on site material Qn this project Y+i11 be parform�d by the City al its own expense Any retesting required as a result of fntlure of the material to meat project 10127104 P-0 speclfcaticrrs will be at the expense of I h a Contraclor and Ml be billed at commercial raps as datermIned by the City. The failure of thri CIly to make any les Is of materials shall in no way rel love the Coni ractot of its res,, rnsfbHlity to furnish materials and equipment conlorrning to th4a rcequiramnnts of the coniracL (d) Not less than 24 hogs nul ice shell be provided tc the City by the Contractcr for operations requiring tesling. The Contractor shall provide access and Irench safety systarn (if required) for Ifie site to be te5led and any work effort Involved Is dearne}d to be lnoTudad in the unit Rice for the item being tested_ (e) The Contractor shall provide a copy of the Irip ticket for each load of fill material delivered to the job site. The ticket shall specify Ilie name of the pit supe] ng the fill rnaterlai. 33. PROPS RTY ACQ.F_ $.: Access Io adjacent pmpsrty Oall be maintaIned at all times rows otherwise dIre Oed by the Eng inear. 4. SUETY FEST RlIONSWORK NEAR HIGH VOLTAGE LINE : The following procedures will be followed ruga Ming the subject item on this.conlrecf, (Ei) A warn Irig sign nut lass than five Inr:hes by seven inches, painted. yollow with hlack let lers Ihat are le:glble at lweNe feel shall be placed inside and oulsIde vehicles sisch as cranes, derricks, prxwer shovels. drilling rigs, pile drivers, hrai Ang equipment or similar apparatus. The waming sign shall read as follows: "WARN ING—UNLAWFUL TO OPERATE THIS EQUIPMI T WITHIN SIX FEET DF HJCH VOLTAGE UNES_" (b) Equipment that may bei operated within ten fleet of high vollage !Ines shell have an lmmlatirxg cacja-type of guard abort the boom or arm, except back hoes or dippers and inoulalor links on Ilie IIfI hood corinectlons. (e:) When necessary to work within six feel of high vollage eleciric lines, n0 ificatiori shall be given Iha power rc{npeny JU Electric Service Company} which will erect Inrnporsry mechanical barriers, de-energize the line or false or lower the line. The work done by the puwar oompany, shall not be al the expanse of the City of Furt Worth The notifying department shall rnalntain an accurate Iog of all such calls to TU EIcclric: Service Compl -iny and shat] record actlan Iskerh In each case_ (d) The [?rltfi Wor Is required to make arrangements with thb TU electric Service Company far Ilse temporary rolucation or raising of high vollage lines al the onlractor's sole cosl and expense. (e) No person shall work within six feel of a high voltage line withoul pratecllon having been taken as oollirred in Paragraph (r.), 35 f ATI` t_D P} RTM h1T PRf -"ALIEL Z TIO S: Any Cor}lractor peftrming any work on Foil Worlh water or sanitary sewer faci]Ities roust bu pre-quaiitled with the Water Department to perform such work in accordance with procedures described in the current Forl Worlh Water Deportment General Specifications whlrla general sfreelflcatians ShAll govorrJ ps+riornJar«ee of oil such work. 36. 6J97HT TO AUDIT; (a) Conlraclor agrees that the Oily shall, until the expiralion of three (3) years atter final payMe-ni. under Ihls canlracl have access to and the right to es;Eimine and pholocopy any direotly 101 7104 SP-10 perllnent books, document&, papers and records of the Conlractor involving Iransaotions relating to this contract Contractor agrees that the City shall have access during normal working hours to all necessary Conitactor faclrtlies and shad be provided adequate and epprupriale workspace In order to conduct audits In compliance with the provlslons of this s cttorr_ The City shall' give Conlractor reasonable advance notice of In[ended audits. (b) Oantractnr further agrees to'include in all its subcontracts hereurtder a provision to the ef=fect that the subcantractor agrees that the City shall, under the expiratlon of Three (3) years after final pa'y'ment under the subcontract, have access to and the right to examine and photocopy any directly pertinent books. dccutrments, papers and records of such subcontractor involving transactions to the subcontract and further, that City shall have access during normal working hours to all subcontractor facilities and shalt be provIded ad"uate and appropriate work space in order to conduct audlta in compliance with the prcvislorws of this arllcie together with subsection (c ) hereof. City shall give subcontractor reasonable advance rrotloe of intended audits. (c) Contractor and subcrmtractor agree to photocopy such documents as may he requested by the Cly. The Oily agrees to reirrrbrrrse Contractor for the cost of copies at the rale published in the Texas Administrative Cod[ In effect as of the tirne copying is performed, 37. CONSTRUCTION STANCES; Tltie City, through its Surveyor or agent. wilt pravlde to the Contractor ccnstructbri stakes or other customary methods of markings as may be (OUnd conskslent with professiona9 practice to establish line and gfade for roadway and utility uonWhiction and cente Anes and benchmarks for bridgework, These stakes shall be sat sufficlenity in advance to avo[4 delay whenever practical. ora sat of slakes shall be set for all trtllity construction (water, sanitary sewer. dralnege, etc.). one set sof enavationlor stabiliza[to n stakes, and ane set of stakes for curb and gutter and)or paving, II shall be the sole responsibility of the Contractor to prese rye, maintain, transfer, etc„ all slakes furnished Prrtll unmplellon of I1713 c:onstruc.IIon phase of the project for which their were furnished_ If. In the opinion of the Engineer, a sufflei arit number of stakes or m8rkincgs provided by the City have been lost, deSIroyed, or disturbed. Iliat the p.mper prosecution and control of the work confraOed for in the Con1lract Docurnergs cannot lakce place, there the Contrat:tor shall replace such stakes or markings as required. An individual registarod by the Texas Bowl of Profe-ssional Land Surveying as a RegIslered Professional Land Surveyor shall replace these SlA6% at the Conla(;W's expense. No claims for delay dire to a lack of replacement of conslrucllon slakes"[I he accepted, and Ume will continue to be charged In accordance with the Contract Documents. 38_ LOQATION OF NEIN WALKS AND DRIVEWAYS, The Gorilrarlor will nuke every effort to proteol existing trees within the parkway, with Iho approval of the engineer the Conlracter may re-locale praposed new driveways and walks around exlsting trees to minirniza damage to'Irees, 9. EARLY WARNING SYSTEM FOS 1�kgY.�CTDJI: Time la of the essence in the completion of this contract. In order to Insure that the onlractcr-Is resp4nslve when nalifled of unallsfaetory performance ancPur ref failure to maintain the conlract schedule, the Following process shall be applicable: The work pragress on all corigIructibn pfdjbds Will ba closely monitored On a bkmonthly basis the porcerriage of work compleled will be compared to flirt; percentane of tifne charged to the contract, If the amount of work performed by the Cantractor is Less Chari the percentage of Ilme al.lowed by 209% or more (example: 19 of the work completed in % of the staled conlracl time as may be amended by change order), the following proadIve measures will be taken A letter will be mailed to thea Ctinlractor by certified mail, relurn receipt requested demanding tbat. Within 10 clays from the data that the faller is received, it provide 10)27104 SP-1 I CM �' ' p 116-MA, TPI sufftcieni equipment, materials and labor to eirsure completion of the work within the contract lime_ In the event the Convactar receives such a letter, ihu Cantracter shall provide to the City an updated schadulo Showing how the project will he completed within the contract time. 2, The Project Manager and the Directors of the Uepartment of EMIneering. Water Department, and Department of Transportation and Public Works will he made aware of the sltvOon. If necessary. the City Manager's Office and the appropriate city GoanclI memher5 may also be Informed, 3_ Any notice that may, In the City's sole discretion, be required to be provided to interested irldtvlduals Will distributed by the Engineering Department's Public Information Ofter. 4_ Upon ruceipi of the CantracbYs resperiee, ilhe appropriate City deparirnents and directors *111 be notified. The Engineering Department's Public Information Officer wilt, if necessary, Iherr forward updated notices to the Interested Individuals. b, If (lie Contractor falls to pmbide an acceptable schedule or faiN� to perform sallsfaclorHy a second time prior to the completion of the contract, the bonding company wilt ba notified appropfiately. 40_ AIR POLLUTION 21ATCH D YS; The Contractor shall be required to observe the foflowiN guidelines relating to working an City construction sites on days desfgnatod as "AIR POLLUTION WATCH DAYS'. Typically, the OZONE SEASON, within the Metroplex area, runs frorn May 1, through OCTOBER 31, with 0:00 a.m. - 10.00 a.m. being critical BECAUSE EMISSIONS FROM THIS T1ME PERIOD HAVE ENOUGH TIME TO BAKE I THE HOS' ATMOSPHERE THAT LEADS TO EARLY AFTERNOON OZCNE FORtk ATtON. The Texas Commission on Environmental Quality (TCE O), In coordination with the Nalional I+Veather Sarvloe, will issue the lair Polfullon Watch by 3:00 p-m. on the afternoon prior to the VVATCH day. On designated Air Pollution Watch Days, the Contractor shall bear the resporlsVIlly of being aware that sL%h days have bean designated Air Pollution +Watch Day3 and as such shall not begin wark until 10:00 a.m. wherever con5truoWn phaslncj requires the use of molorExed aquipmenI for perlosls to excess of 1 hour. However, the Coni raclor may begin we)rk prior to 10:00 a.m. if use of metorlxed equipmenI Is less Ihsn 1 Dour, card equipment is new and cer#Hied by EPA as -Low Emitting', or equipment bums Ullra Low Sulfur Olesei (ULSQ), diesel emulsions, or alternallve-fupis such as GNG. If the Contractor is unable to perform continuous work for a period of at least seven hours betw,8a , the hours or 7:00 a,m, - 6,DO p-m,. on a designated Alf Pollution Watch Day, that day will be considered as a weethef day and added unto the allowable weather days of a Alvan month CONSTRUCTION 1. ON-P . . . G� �3BI �G;; All objectionable Ileacs Within the limits of Ihis project and not otherwise provided for shall be ramaved under this item in accordance with Standard Specificalion Item 102, "Clearing and Ofubbing.' However, nn dlrecl p;�yrnent will be made for this Item and it shall be considered Incidental to this oontracl. 2. NON-PAY ITEM - SMINKLING FOR DUST DQNTROI.: It applicable provisions cif Standord Specifications Item 200, 'Sprinkling for DWSI Contrv[" stall apply. However, no direct payment will be made far this ltern and it shall be considered Irieldental to Ihis contract. 10127/04 SP-12 3. NQN-PAY ETES- PROTECTION OF TREES. PLANTS AND SOIL; All pmpuriyr along and adjacent to the Contractor's operations including dawns. yards, shrubs. trees, etc. shall be preserved or restored after cornpletiort of the work to a condilion equal or batter than exdsled prbr to dart of work. By ordinance, the rlontraclaf rrttrst obteln a permit -Crorn the Clly Forester before any work (frImming, removal or root pmning) can be done on trees or shrubs growing on public property Including street rights-of-way and deslgnaled alleys. This permit can be obtained by calNfrg the Forestry Office N 871- 5788. -All tree work shall be.in cornpdiance Mh pruning standards for Blass II Praning as descrlbad by the Nalional Arborlst Assoclation. A copy of these standards can be provided by calling the above number. Any damage to publac lfees due to negligenre by the Contractor shall be assessed using ilia current formula for Shade Trae Evatualdon as defined by the tMernaflonal Society & Arboricullure. Paymenl for negligent damage to pubilc frees shall be made. to the City of Fort Worth. and may be wJxhheld from funds due to the Contractor by the City. To lxevenl the spread of the Oak Wilt fungus, all wounds on Live Qak and fled Oak trees shall be imrnedlately sealer) using a commercial pruainq paIriI Th[s Is tho only instan Ce when pruning paint is recommended. 4. NON-PAY ITEM -90NCRETE COLORED SJRFACE : Concrete wheelchair ramp surfaces, excluding lire side slopes and curb, shall be colored with LI'rHO HROME color hardener or equal. A brick red =Jcr, a dry hakq hardener martufactured by L.i41, S=field Company or equal, shall be used in accordance with manufacturers instructions. Cunlractor shall provide a sample concrele panel of one fool by one foot by three inches dirnertsion, or other d.1mension approved by the Engineer, meeting the aforernsntiened sperlficadions, The-sample. upon approval of the Engineer, shall be the acceptable standard to be appllad for ali construction covered In the scope of Ihis Non-Pay Item. No direr! payment will be made for this stem and it shall be nsidemd Incidental' to this contraf'.l. The method of appllcation shall be by screen, sifter, sieve. or other means in order to provide for a uniform color siistrlbution. 5 O V PAY-JTF_M - PROJECT QLEAN-UP: The Contractor shall be aware thal keeping the project slto in a neel and arderiy Ccndition Is considered an integral part of the contrarled work and as such shall be considered subsidiary to the appropriate laid Items. Clean up work shall be cdone as dkecled by the Englnenr as thtj work progresses or as needed_ If, in the opinion of the Engineer II Is necessary, clean up shall be done an a elaIly basis, Clean up work sial[ Include, but riot be limited to; ! Sweeping the street clean of dirt or debris • Storing excess material in appropfiata and organized manner Keeping.Irash of any kited off of residents' property If the Engineer does nol fpal tial the jobs ite )was becn kept In an ordofiycondition, on the next estimate payment (arid all subsettuenl payrnent4 unll.l conipleted) of the approptaate bld items) will he reduced by 25% Ffnel cleanup work shall be done for this project as soon as the paying and rurb and guIter has been can slrucled. No more than seven days smell elapse after campl8tion of construction before the roadway end right-of-way Is cleaned up to the so[lsfactlon of the ErrgIneer_ 6. NON-PAY ITEM- PRc7.lF TF EDULE: onlractor spoil bo responsible for producing a prr)jecl schedule at the erre-r'onstruction confererrce. This schedule shaII detaII all phases of consiruotiorr, [neluding project c;tear tip, arid allow iho ConIraclor Io complele the work in the allotted lime_ Cool raclor wlII riot in ow carr to the Jobsite nor will work begin until said schedule has boon received and approval secured from the Construction 10/27A)4 SP-18 Engineer. Howauer, contract time will start every If the project schedule has not been turned In. Project schedule will be updated and rosubmitted el the end of every estl mating perlad. All costs involved with Producing and rnelntalnIng the project schedule shall be considered subsidiary to this contract. 7. ICON-PAY ITEM - NOTIFICATION OF RUIDENL: In order]o cu] dawn on the number of corn plaIn]s f m m residents due.to the dust generated when'sa - culling joints in concrete pavement. the Contractor shall notify residents, in wrlling, al least 48 hours in advance of sawrwfting joints during the canstwctkon of paving projects. All cosls involved with pfnvidlryg such written no]hGv shall be considered subs kdlary to this contract. 8: ICON-PAY ITEM - PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION: Wrier la bGgk inlrig construction on any bloat In the project. the Contractor shall, on a black by block basis, prepare and deliver a notice or flyer of the pending coristruellon tQ The iron] door of each residence or business that will be impacted by construction. The notice shall be prepared as follows: The natificallon notice or flyer shall be pasted seven (7) days prior to beginning any construction activity an each block in the project area, The flyer shall be prepared on tha.Oontractorrs letterhead and shall inciude the folly ing information= Name of Project, DDE ND,, Scope of Project (i-e, type of construction scliviky), actual construction duration wilhin the block, the name of the Contractoes foreman and his phos$ r+umber, the name of the City's inspector and his phone number and the Dily"s after-Fours phone number, A sampie of the 'pre-conslrucllen notlficetion' flyat Is attached, The Cont clan shall submit a schedWe showl rig the oonslructian start and fin Ish time for each block of the prnject to t#ie lrlspeclar. In add Ilion, a rapyr of the flyer shall be delivered In the Oily Inspector for his review pylar to being dislrlbuled. The Contractor will not be allowed to begin cons Ifuellon on any. block unill the flyer is delivered to all residents of the black. An electronic version of the sample flyer can be obtained from the construction office at(817) 871-8300. All work involved with the pre-constructicn notlflcaticm flyer shall be considered subskdlary to the contract price and no additional cam pensellon shall be mane, 9. NON-PAY ITEM PRE-C0NSTRUO.VQN ME $H0M MEETING: After the pre-construction conferance has been held but before canstr4rcMon Is allowed to begin err this project a ptiblic meeling wIII be held at a local icn to lie determined by the Engineer. The Contractor, Inspeclor, acrd project manager 15halI meel wlIh all affected residents and present the projected schedule, Including construction Marl date, and anawar any construction related ljuestions. Every effort will be made to schedWe the noighborhnad meeting within the iwo weeks follewring the pre- c:onslruction conference butt in no case wlII cans#ructIon be allowed to begin untR this mao irtg is held. 10. NON-PAY ITEM - WASHED-ROCK Ali washed rack used for ertrrrbedmenl or back I'lII or as otherwise directed by the Engineer shall washes. ccrashed slone and shall meet the following grad a]lon and pbraslnn_ (Actual washing not required if gradation is rnet). Slave Size ale Retained 1" 0-10 1!2" 40-75 3I8' 55-90 g0-100 #8 95-100 Los Angeles Abrgsion Test: 50% Max imura wear per A-S.T iUt Dasrgna]lon C-131. 1.i}17144 SP-14 11. NON-PAY ITE M-SIAW UT OF EXISTING CQ14CRETE: Whoa existing concrete or H.M.A-O. is cul, such cuts shalt be made with a concrete saw- The Contractor may break out curb and gutter to the nearest joint If he ch€koses. All sawing shall be subsidIM to the unit cast of the respectNe item. 12. NON PAS' ITEM - LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES: The Contractor shall be responsible for locating and marking all previously exposed manholes and water valves in each street of this contracl before the recycling process commences for a particular street, The Contractor shali attempt to incline the con slfuatlon anginme r(if he is available) Grp the observation and marking activity. In any event a streel shall be completely marked a minimum to two( )working days before recycling begins on any street. Marking the curbs with paIrit is a recommended procedure. It shall be the tlontraclor's responslbNty to notify the uliflly compan[as that he has Commonced work on the project. As the recycling Is completed(Mthln the same day) the Contractor shall locate the covered manholes and valves and expose Ihem for later ad)uslment. Upon cam pletlon of a street the Contractor shall notify the utilities of this complation and indicate lhat start of the next one in order for the ufilltles to edjusl facilities accordingly. The following are utility contact persons; Company Telephone Number Contact Person Southwestern Boll Telephone (817) 33M275 "Mlot Line" Texas UI111tias (817) 336-0411 ext.2121 Mr, Roy Kruger One Star (817) 336-8381 ext. 372 Mr- .lira BenrraFl Under the terms of this c,=Iracl, the Donifactor she II complele adjusIment of the slim drain and Water Department faclliIfas. one ifafilc lane at a Iime within five (5)working days after=mptating the layiN of proposed R MA A-C. overlay adjacent ta-ii aid facilities. Any devial Ion from the above pfncedure and aIfuNed working days may result in the shut down of the recycling operatlon by the Corfstruclion Engineer. The Conlraclor, shall be responsible for all malerials, equipment and labor to perform a mast accuFato Job and all caste to the Contractor shraII be figured subsIdlary to this contracl- 13- NON EAYJTEk —Ti'E IN IRM T9-BMDRA N.ST RUC TUBE: The cos!for making lateral Ile-€ns to the dorm drain structure shall be subsidiary to Ilse bid price fdr the respecllye lines, 14- NON PAY ITEM-SPRINKLER HEAD ADJUSTMENT; The adjuslment andlor relacatlon Of sprinkler heads e ricou ritered shall ho paid for under uIII ltyadJusIment In the proposal Section, Na ether compensallan will be provided 15. NON PAY 17EM - FEE FOR s,rREET US IT PERMITS FOND ISE-1NSPEC TIONS: A fee for street use perm lts is in effect. In addition. a separate fee for re-inspections for parkway con slruution, such as driveways, sidewalks, etc.. will be retIulred. The Fees are as follows. Tha street permit fee is $50.00 per pem11 with payriieni due at I h a time of permit application. A re-inspoclian rde of S25.O0 will lie as�ssad whon work for which an inspection called for is I Incomplete. Payment is due prior to the City performing re-Jnspeulion. Payment by the Contrablor for all street use permits and re-Inipec Norm shall be considered subsidiary to the contract cost and no additional rnmpens ation shall be made. 1Q.127J04 SP-15 16. NON PAA'..ITEM-TEMPORARY ERI BION, SEDIMENT AND 1NAT'ER POLLUTION CONTROL (FOR DISTURSED AREAS LESS THAN 1 ACRE): A. DESCRiPT[ON, This item shall consist of temporary soil [erosion sediment and water pollution control measures deemed necessary by the Eng Ineer for the duratlon of the contract. These control measures shall at no limo be used as a eubstatute for the permanent control measure unless otherwlse directed by the engineer and they shall not include measures taken by the CONTRACTOR to control conditions created by his constructlan operations. The temporary measures shall Inctude dikes, dames, berms. sediment basins, fiber mats, jute netting, temporary westing, straw mulch, asphalt mulch. plastic liners, rubble liners. bled-hay retards, dikes. slope drains and other devices, B. CONSTRUCTION REQUIREMENTS, The Engkneer has the authority to defirtie erodible earth and the authority to limit the surface are of efodlible-earth material exposed by preparing right-of-way, clearing and grubbing, the surfaoa area of erodible-earth material 6xpused by excavation, borrow and to dirnct Ifie CONTRACTOR to provide temporary pollution-control measures to prevent conlapninatlon of adjacent streafns, other water course, lakes, ponds or other areas of water impoundment, Such work may Involve the con sl ruction of ternporary I erms, dikes, darns, sediment basins,slope drains and user of lemporary mulches. mats, seeding or other control devices or methods dlrec:ted by the Erglneer as necessary to control soil erosion. Temporary pollui[on-control measures shall be used to prevenI or correct erc Eton that may develop during construction prier to installatlon of permanent pollution control features, but are not assoc lated with pe�rrmnent c Qntrol features on the project, The Engineer will limit tha area of preparing right-of-way, clearing and grubbJng. excavation and barrow to be proportional to tha CONTRACTOR`S capability and progress In keeping the finish grading. mulchIng, seeding, and other such permanent pollution-conlrol measures current in accordance wlth Iho accepted schedule. Should seasonal conditions make such Ilmliations unrealistic, temporary soli- erosion ntrol measures shall be performed as directed by the Eaginoer. 1. VVaste or disposal areas and construction roadrx shall be located and constructed ir} a manner that Will minimize the amount of sediment enter Ing streams. 2. Frequent ford Irigs of live streams will not be permitted; therefore, ternpor:ary bridges or other slructures-shall W used wherevar an appr€rciaalfl number of siream crossing are nerassary. Unless other ise approved in writing by the Engineer, mechanized-equipment.shall not ba operated in live streams. 3 VVhan work areas ar materia! sources are 1=ated in or adiaceiv to live strearns, such areas shall be separa led from the stream by a dike or other barrier to keep sediment from entering a flowing Of earn, Care shall be taken during the co nslruction and removal of such barriers to minimize the rnuddying of a stream, 4. bill wster ayes shall be cleared as soon as practicablo of false work, piling. debris or other obstructions placed daring construction operations that are nol part of the finished work. 5_ The Contractor shall lake sufficient precautions to prevent pollution of sireams, lakes and reservoirs with fuels, oils, bllumens, calcium chloride or other harmful materials. He shall conduct and schedule his opera llans so as to avoid or mimin l7je siltation of streams, lakes and reservoirs and la avoid inierferunce with rrioverneiil of migratory fish, E_ SUBMITTAL, friar to the start of the applicable construction, the Conlractor shall submil for approval his schedules for accaroplishmiant of soil-erasion-control work and his plan to keep the area of erodible-earth malarial to a minimum. He shall also subrnll for acceptance his proposed method of salt-oroslon control on constructlon grid haul roads and material seances and his plan for disposal of waste matefials. No works shall be started until the loll-eros[on control schedules and methods of operations have been reviewed and approved by the Engineer. 1'D127104 SP-16 F. MEASUREMENT AND PAYMENT: All work, rnal:66als and equipment necessary to provide tempm3� erosion control shall be considered subsidlary lo.the contract and no axira pay will he given for this vmrk, 17. NON PAY ITEM --TR.AFFfC CONTROL: The Contractor wHl be required to obtain a "Street Use Parrrtit" pr€or to starting work. As part of the "Street Use Permit" a.traffio controt plan is rejuired. The ontrsdtor shall be responsible for providing traffic control during the construction of this project consislent with the provisions set rorih In Ire "Late5l Edition Texas Marruat on Urlfrofrrr Traffic Control Devices for Streets and Highways' issued under the aulhvrlly of l:he 'Statb of Texas Uniform Act Regulating Traffic on iHIghways," wdinetd as Article 6701d Vernon's Givll Statutes, pertirmnt secdmiri, being Section Nos. 27. 29, 30 anti 31. A traffic control plan shall be submitted for review to fair, Charles R. Burkeli, City Traffic Engi"er at (817) 392-8712, at the pre-oonslruction conference. Although work wlil not begirt until the traffile conlral pian has been ravlewed, the ConlraQtar's lime Will begin in accordance with the time frame eslablished In the Notdce to the Contractor. The Cantraclor wwl not remove any regudalory sign, instructional sign, street narne sign or olher sign, h--ch has been ercctecl by the City. If it Is detarrnined that a sign roust be removed to permit required cogs Irudon. the Contr ac.tar shall contact the Transporiation and Public VVorks Department, Signs and Markings Division, (Phone Number 871-7738) to remove the sign. In the case of regulatory signs. the Contractor mrrsl replace the per mamen I sign wlth a tam parary sign rnii�etirrg the requirements Gf the above-referenced manual and such dernporary sign mus# be Installed prior to the remover of the permaneni sign, If the ternporary sign i=s not Inslalled correctly or If it does not meat the racludre.d 8peOffio21lorrS, the permanent sign shall he left In place until the temporary sign requlremorils are mei. Wlie rr consl ruction work is completed Io the extent Ihat tha perrnaneM sign,can be reinstalled, the Cor}traclor shall again coninct the Sigris,2nd Markings Division to refr Tall the permanent sign and shad leave his temporwy sicgn in places until such rein slailadon is cQmpleted. Work shall not be perforated an certain locationsfslreats during "pears traffic perdods' as determination by the City Traffic Engineer and in accordance wild tyre applicable provJsion of the "City of Fart Worlh Traffic Control Handbook for Construction arA Maintenance Work Areas," 1 S. NON-PAS' ITEM - RECON ECTION O STIING DRAINS_ All drain Ilnes that connect to tl-rtoucgli the exisOnq curb and or retaining wall will be reconnected through the proposed irnproverTtLan ls_ Any reloca tfomr or adjustments required to the existing line to con neof through the proposed improvements will dee c ormidered subs.ldiary to the contract and no additional payment will be made. AY ITEM 00..1 - UTILITY ADJUSTMENT-. This item is included for the bait: purpose of estobiNhdng a contracl pace which will be comparable to the final cosi of rnakIng necessary adjustments required due to streel improvements to water, sanitary sewer and liatural gas service Ilnes and appurtenances where such service lines and nppurwnances are the property owner's responsibility to maintain. An arbIlFary figure has been placed In the Proposal; however. this does not guarantee any payni-ent dor Willy adjusirr7enis, nelther does It c onflne utility adjusIments to the arnouni shown in the Proposal It shall be the "Contractor" responsfhility to provide the services of a Ilcensed plumber to make the utility adJustnients determined necessary by the Engineer. No payment will be made for utility adjustments except those adjusinlents determined n8cessary by the Engineer. Shmild the Contractor damage service lines due to his ge-9togernce, where such lines would oat have. required adjustment or repair Otherwise, the lines shall he repaired and air octad by the Contractor at the fronlractor's Laxpense. 'Hae payment to the Conlractur for utility x1jus,mepits shall be the eclual cos# of the adldi IMenls plus len percent (10%)-to cover dh� cost ar r,nrld '3r«1 nverhevid lncurred lay the Contractor In handling Iha ulIlfty adjustments, 10127104 SP-17 E�4Y ITEM Nn. -PROJacOT 0ES1-061IOM_ I0144 The Contractor shall construct: aro Install two (2) Project Designallon Signs and It wall be the responstbtlity of lhe. Contmclor to maintain the signs In a pfesenlable omdition at all urates an each project under construction. Maintenance wlH Include palating and repairs as directed by the Englneer. It wall be the responsibility of the Contractor to have the Irndivldiial project signs letlerO and painted In accordance with the enclosed dela 11. The quality of the paint. painting and lettering on Ihe signs shall be approved by the Engineer. The height and arrangerneni of the lettering shall he in aecardnnee with Ihe enclosed delail. The sign shall be construcl of " fir plywcad, grade A-D (exterlor) or bel:Mr, There signs t(hall he installed on barricades or as directed by Ihe Engineer and in place al the project site upon corn meneement of construction, The warm, which Ir}cludes the palnling of the signs, Installing and removing the signs, furnishing the materials, supports and connections to the support and mainternance shall be to the satisfaction of the Englneer. The unll price bid per each wf1I be hull payment for materials Including all labor, er uipment, tools and incidentals necessary to€aorrrplete the work. LAY 11TE No..l-REMOVE E ISTIN _ U_RB.AND,GV R= Where slhawn on the plans or where designated by the Engineer, existing curb and or gutter and exliAng laid du€n curb shall be rernoved and dlaposed of in a manner satisfactory to the Engineer. Mensurernant Will be by the linear f #for curb and gutter, laydown curb removed, and for all labor, Iaols, and Incldenlals necessary to complete the job_ PAY ITEM filo. 5 - UNCLASS IFIED STREET bX AVATION Sae Standard Speciricallons Item No. 1'06. "Unclasslfled Street Excavalian" for specifications governing this item_ Ramoval bil ext'sling penetration or asphall pavement shall be included In lhi� Item. Operations necessary to Windrow existing gravel base in ordef to lower or raisa subgrede shall be considorad as sulbs id€sry to this ilern.and na add€lienal companpafion shad be given as such. During the construction of this preject, it is requlred that all parkways be excavated and shaped at the same 11me the roadway Is excavated Exosss excav€rllon will be disposed of at locations approved by the engineer. Thte Intention of Ihe City is to pay only the plan quantity without measurement. Should ellher tonlracting party be able Ic show an error In Ihe quantities exceeding 10 percent, then actual quantities Will be pall for at the unit prices bid The party requesting the payment of actual rather than plain quarrlities Is responsible for bearing any survey andfor rnaa$ufemenl costs necessary to verify the acral quanlllles. PAY ITEMS No. 6 & No. 7 - LIME STABILIZED SUBORADE& LIME FOR 5UBCRADE TAJB I L 17ATION: See Standard SpaclFications Itam oto. 210. 'Lime TrealmenI (MaterlaI ManIqulat€on)"and S pecilisal€on Ilem No_ 2 12. "Hydrated Llrne and Liars Slurry' for speriflcations governing Ihis-Itern, {quantities for Ihis pay item are approximate and are given only to establish a unit price for the work. The price bid per square yard for "6"(Allernale No_ 1) or " 8" (Alternate No, ) THICK LIME STABILIZED S UBORADE" as shown In the Proposal will be full payment fur all labor, equipment, tools and Incid€mals necessary to cornplel4 the wort. The price bid per len for"LIME FOR SUBGRAD E STA131LI AT10N'as shown io Ihe Proposal will be full payment for mMerlais necossafy to complete 11 ie work. 10127M4 P-18 PAY ITEM No, 8 (AIlc�rriate No. I - 6" REINFO R ED OONCRETE PAVEMENT: (a) All applicable provislons of slandard $pecifloatlons Item 314 'Concrete Pavernent,° shall apply, The Contractor shall use a six (6) sack concrete mix for all hand placement in the intersectlons. The unit price bid per square yard shall be full payment for all labor, material, equipment and Inctderitals necossary to complete the work_ (b) Once an evaluation of the povornent Is made to determine whether the craok is due to distress or minor shrinkage, the faltowing policy will apply., (1) Wlien the crack is miner and due to shrinkage(co5me1114 ther3 no further Irealm ent will he needed. (2) If the crack is due to distress (structural), the failed pavement must be rempved and replaced a minimum of 5 feet. In no case should the remaining portion of the panel be less than 5 feet w9de after rep�ilring the felled panel. (3) Any crack within 12 Inches of any joint must be removed 81 nd replaced a minimum of 5 feet to prevent future spalting of the pavernant, (c) X411 concrete pavement not placed by hand shall be placed using a fully automated paving machine as approved by the Construction Engineer. Screeds will not be allowed o cept If approved by the Construction Engineer. PAY I'TEM No. f# (A ternate No,2)-6" H.M.A.C. PAVEMENT fThickness Tolleranees and MAC Testing Procedures): The base course shall he a 3" deop Typs "B" course placed in one lift. The surface course shall be a 3" deep Type "113" course placed In one lift. All provisions of Standard Spiscirication No. 312.7 'COnstrUCIlon Tulerance' shall apply except as rt 'hied herein; 1) After oompleflgn of each asphalt paving course, core tests velli be made le determine cornpliarice with the contract specifications_ The hot-mix asphaltic concrete pavement will he core drilled by the G Ily of Fort Werth. The thickness of the asphaltic surface will be determined by measure€rien1 cores taken at locations determined by the Engineer. The lhickriess of individual cotes will he determined by averaging el least three (3) Measurements. If the core meElsurements indicate a deflcienry, tine longth of thu area of such defielent Nukriess shall be delermlriad by additional v,ores ieken ilong the length of the pavement tri each direclion uotll cores are obtained which are at lea5I of specified thickness. The width of sunt) area shall not he less lhiln A of the roadway width- 2) When the thickness of the base course (as determined from core samples-) Is more- then 15 deficient i2f the plan lhiOness, the Contraclor shall remove and replace the defi-dent area at itis awn expense. If the thickness Is less than 15% deficient, the Oantractor shall make up the difference In the base IhIck riess with surface course rnaterlal_ 3) The surface course must be the plan lhickrress. This does not Include surface course molerlal used to make Map deficlenc.i.p In the base course as described in Re 2), 4) The overall thickness of ssphallic concrete paverneni mUsl be a ,minimum of the plat~ lhickness. Deficient areas (as determined Jo Item 1) found to be less than the pion lhickness will be removed and roplaced at the Contractor's expprisa_ 5) No additional payrnenl over the c*rWacl price will be made for any hal-mix asphaltic concrete course of a Ihickness exree.ding that required by 11 ie flans and s�oeifire#ions. 101271.04 SP-19 6) HMAC Tasting Procedure; The Contractor Is reclulred to submit a Mix Design for bold Type"B'and "Q" elsphalt that W]I he used for each project- This should be submlfted at the Pre-Construction Conference. This design shall not be more than two ( )years ofd. Upon submittal of the design mix a Marshal (Precter)will be calculated, if on$ has not been previously calculated, for the use dWHng density testing. For type "B"asphalt a maximum of 20% rap may big used No Rap may be used in type"b" Upon approval of an asphalt mIx des 41n and the calculatlan of the Marshal (pr«tnr) the Canlraotor Is approved for placement of the asphall. The Ccntractor shall ntaet the C.Ity►Laboratory, through the Inspezcter, at least 24 hours in advance of Iho asphalt placement to schedule a techniclan to assist In the monitoring of the number of passes by a railer to establish a rolling pattern that VoIll provide the required densities. The required Density for Type "E'and for Type 'D" asphalt will be 0t o of the calculated Ma mhal (practcr). A Troxter Thin Layer Gauge will be used for ail asphalt testing. After a rolling pattern Is estabifshed, densities should be taken at locatlr}ns not more than 300 feet apart. The above requirement applies to balh Type "B" and "D"asphalt- De cities on type "B" must be done before Type "D' asphalt is applled. Cores to deterimine thickness of Type"B" asphalt rnusl be taken before Type "D' asphalt is appl led. Upon romp let Ion of the applical Ion of Type'0' asphalt additional cores must be taken to determine the applied thickness. PAS' ITEM No, J (Alternate No, 11 - 7" CONCRETE CURB: The Condractor may, at his aptlon, construcl either integral or superlm posed curter, Standard 5ped ficaticn Item 502 shall apply except as follows: Integral curb shall be constructed along the edge of the pavement as an integral earl of the slab and of the same cencrele as the slate- The concrete for the curt}shall be dopusited not more than thirty (3O) mInutes after the cflnfete In the slab- If the Contractor falls to backfill behind the Qirll wWthin s:ovan (7)calendar days of pouring the wrb and gutter, the amount pald for the curb shall be redriced by 25% until the back#lll operation Is complete. PAY ITE* No-_9_A te No. 2�--5 p. " CtJf E A Jf i8" IJTT'E ; All proviMan s of Standard Specification No- 602 'Con orete Curb and Gutter's hall apply except as modified hemip, Subsidiary to the unit price In Id.per Unser foot shall be the ibllowlrig, a. A rnInimurn of 5" or greater as n�quked depih of sfahihzed subgrade prapody campactad under the proposed curb and gutter as-shown Ire the cops Ifoction detalls. b If the Coni rarter falls to backfill either In from of the gutter.or behind the curb within severe (7)calendar drays of pouring the curb and guitar, iho am cunt pall for the curb and gutter shall be reduced by 25% until the backfHl operation is corn pie te. Standard Specifications item No- 592, E fhaII apply except a5 herein modified. Concrete thall have rninImLirn cam pressive strength of throe thousand (3,000) pounds per square inch In Menty-eight (2 8) days. Thi% quantity of mixing water shall not exceed seven (7) gallons per sack (94 lbs-) of Portland i�,rrkenl. The slump of the concrete thall not exceed three (3) Inches. A minimum cement content of five (5) tiacks of cement per cubic yard p(coni�(vle K requlr-ed, 10127104 SP-20 PAY ITE MS Nucfes_&No, 10 -- ONQRET-E FLAT WORK ( URB. QURE &GUTTER S IDE ALKS, LEADWA LKS. WHEELCHAIR RAMPS AND DRIVEIN - Oortorate fiatwork is defirked as curb, curb and gutter, sidewalks, Ieadwalk5. Whealchair Mmps and driveways as shown In the plaits. This provision governs the sequence of work related to cone{eta ffatwork and shall be cons Idorod a supplemant to the specitltrations governing each speciflo Item. Required backfilling and finishted rpradJng adjacent to flatwork shtaII be coinpieted Ire ardor ror ttie fiat ark to be accepted and measured as completed. No payment will' be made for fJatwork un#il the pay Item has been completed, which includes backfilling and Finished grading, PAY ITEM No, 10-6" THICK REINFORCED CONGRET E Y; See Slandard 5pecifica tion Itern No. 504, "Concrete Sidewalks and Driveways" for specffications governing IhIs Item as well as details 8-S5 and 5A. The price bid per square foul for"6" THICK RPINFORCED CONCRETE DRIVEWAY" as shown In the Proposal vAll be fail payment for materials Including all labor. equipment. Ioods and IncldenrWS necessary lo complete thrrt work- PAY I'TEMNo ork_PYEA+ a Af er t�ate No- 1.]— [L1 iVM*.JOINT SEALING FOR CC)fJC:C E t k l l l<NaE Ji; CITY OF FORT WORTH, TEXAS T RAN S PORTATJ ON AND PUBLIC WORKS DEPARTMENT SPECIFICATION for SILICONE JOINT SEALING (Revision 4. October TO, 1980) .(Revision 2, May 1.2, 1.904) i. SOOPt= This specIfIcatlon for silicone jokit �C-8iIrig Portland Cement Concrete pave meni and eurbr,, shall supersede [tern 314.2. (11) "Joint Seaflnq Malerfals" of STANDARD SPECIFICATIONS FOR STIR EET AND STORM DRAIN CO INSTRUCT ION - C1T`f OF FDRT W0RTH, and Item 2.210 "Jolrlt Sealing" of STANDARD PECIF[CATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH TEXAS COUNCIL OF GOVERNMENTS 2. MATERIALS .1 The silfc:orie joint sealanI shall meat Federal Specification TT-S-0Gi543A for Class A sealan] except as mod irled by the lost requirements of Ihls-specification. Before the Installallan of the joint sealant, the Cunirac[or shall furnish the Englneer r-ertlfrcaIinn by art Independent testing laboratory Ihat thre silicone Joint sealant meet these reclOrernents. .2.2 The manufaclurer of the sJlicone joint sealarst shall have a wInilmum two.- +eat~ derno ns trated, docunienled successful field I�erformance With RDrtIand Cement Concreto pavement sillcune joint sealant systems. Verifiable d❑currtentotion shall be submill ed to the Eaglnee r. Acrotic acid cure sealants shall not be accepted, The silicone sealsni shalI be rood applied. 2.3 Self-Leveling S11fcone Joins Sealant The joint sealent shall be Dow Corning 890-SL s04evelinq sllfcone jtsint sealant /0127104 P-21 as manufactured by Dow Corning Corporal[on, Midland, M1 48686-0994, of an approved oquai. Self-Leve I I nu SIIicane.Joint Sealanl Test Me Test Reguirerrtent AS SUPPLIED `*'* fon Volailfe Ccnteni ° mirk, 96 to 99 MIL-8-8802 Extrusion Fate, gremslminute 275 io SSO ASTM 0 1475 Specific Gravity 1.206 to 1.340 ••,• Skin-Over Time, minutes max. 60 *`* Cuto Tfrrku, days 14 1c 29 Null Adhesion, days 14 to 21 AS CURET] -AFTER ASTM 0 412, Die C diad- Elongation, % min- 1400 TTM D 3583 Madolus @ 150% Elongation, pal max. 8 (Sect, 14 Mod.) ASTM C 719 Movement, 10 cyctes @ +1031-50% NO FailLire ASTM D 3583 Adhesion to Concrete, % Elongation rain. 600 (Sem, 14 Mod.) ASTM a 3W Adhesion to Aspfkait. % E7ongatien min. 600 (Sect, 14 Mod,) 2A The joint filler sap small be of a closed cell expanded polyethylene roam backer rod and palyelhylene bond breaker tape of sufficient.547e to provide a light seal. rlie beck and and breaker tape shall be installed In the saw-cut Joint to prevent Ihe)dint sealant from floywing to the bottom of the joint. The backer rod and breaker tape shall be compatible with the silicano joint s8alant and no bond or reaolion shall occur between theca. Reference is made to the "Corkstruction Deisil" sheet for the varlaus joint details W1 1h their respecilve dimensions- 3. TIME OF APPLJCATI ON On newly crarrstructed Portland Cement I:oncrote parvemenl, the joints shall be Initialler saw cul to the required depih with the proper)dint sp�icinR as shovwn on the"Cori Of LCtiol) DaIall" sheet or as directed by the Eriginear within 12 hours of the pavemeni Oacarrtenl. (NoW that for the "dummy" Moinis, the initial 114 [rich width "green" saw-cut and the"reservolr°saw cul. are idertl[ca I and should he part of tree same saw cutting operation, Immediateiy after the saw culling pressure washing shall be applied to flush the cancrele slurry from the freshly saw cut joints,) 'rhe pavement shall be allowed to cure Far a minimum of s.oven (7) days. Then the saw cuts for the Joint soalanI reservoir shNI l}r-- mad o. khe Joint ,eleened, and tike joint sealant Inbtalled. During Iht� applIcallon of the jalnt sealant, the weather scull riot be Invrleme-nI and tyke temperature shall " 4OF (4C) and rising. 10127104 SP-22 4, EQUIPMENT 4.1 All necesr>ary equlpmenl shall be fumilshred by the Contractor, The Contractor shill keep hls equiprnerlt in a satisfactory work Ing condition and $hall be Inspected by the Engineer prior to the beglnning of tyre work. The minfrnum requirements for construction equlpmenl shall be as fullows: 4.2 Concfete Saw: The sawing equipment shall be adequale In size and power to complete the joint sawing to the reclu[red dimensions. A.3 Wigh pressure !Nater Purnp: The high pr$55ure cold water pumping systei r shall be capable of delivering a sufficlent pressure and volume,of water to lhoroughvly flush the oongrete slurry from the saw-cut JoInt. 4.4 Air Ccmpressers: Tha dellvared comp5essod aJr shall have a pressure In excess of gU psi and 120 cfm. There shall be suitableL reaps fbr(he ramoval of all free water and all from the compressed air. Tho blow-tube shall fir feta the saw-GuI joint. 4.5 Extrusion Pomp: The oul put shall be capable of aupplying a sufficleni volume of sealant to the Joint, 4.6 Inlad Ion Tool. This rnechariical device shall apply the sealant unffatmly Into the Joint. 4.1 Sandblaster: The dot gn shraII be for comrharcial use with air compressors as specified In R�ragraph 5.4. 4.8 Backer Rdd Boller and Tooting Irr lrurrvent; These devlces shrall be d sir and free .of con[am inaIlan_ They shall be compal Ible WIh the Join depth and wldlh requiroments- 5. C NdSTRI I[;T[QN METHOD 5.1 General: The joint reaervolr saw c:uhing, clsaning, bond breaker Irrs(allallon, and Joint sealant piaci§ment shell be performed In a continuous s quence of operations 5.2 Sawing ,loirrts: Tho Joints shall be saw-cut to the width and depth as shown on the " anstructian Do lair sheat. The faces of the Joints shall he uniform in width end deplh along the full length of the Joint_ 6.3 Cleaning Join is, Irnmadiately of ter b~-awing. titre resulting concrete slurry shall be completely removed from the jalnl and adjacent area by flushlriq wlth high pressure water. The water flushing shall be done in orto-directirzn to prevent Joint oDniaminalion_ When the Contrac#or olects to saw the jolnt by the dry method, 11u5hing Ilse Joint wlIh high pressure water may be deleted. The'dusI resulting from the sawing shall be removed frc m (he joint by using compressed sir_ (Paragraph [rev. 1, October 18, 1989} After carnplete drying, the Joints shall be s.9ndblasled. TIm noMe shall be attached to a rnaGhanical aiming.device so that the sand bias(will be dIrec(ed at an angle of 45 degrees and at a distance of one to two inches from the face of thu leln1. Both joint faces shall be 9andblas[ad in.separate, orae directional 10f27104 SP-23 passes_ Upon the termination Qf the sandblasting, the joints shall be blown-out Using corp pressed air The blow tuts shall fit Into the Joints_ The blown joknt shall be checked for residual dust t�r othor contamination. If any dust orconternlnMon is found, the sandblasting and blowing shall be repeated until the Jolnt is cleaned. Solvents will not be perrniIWd lrx remove stains and contamination. Immediately upon cleaning, the bond breaker and seaiar3t shall be placed In Che join], Open, cleaned)pints shall n.ot be left unseated overnight, Bond Breaker Rod and Tape: The band breaker rod and tae shall be insia]led In the cleaned JolnI prior to the application of the joint sealant In a manner that WJll produce the required dimensions, 5.4 Jinni Sealant: Upon placement of the bond breaker rod and Iapa, Iha joint sealant shall be applied using the mechanical injectlon tool. The joint sealant application shall not be permitted when the air and psvameni temperature is leas than 4OF (4 ), .taints shall not be sealed unless they ara clean and dry. Unsallsfacloriiy seated jdtnls shall be refitted. Excess sealant Iafl on the pavement surface shall be removed and discarded and shell not be used to seal the joints. The pav4nm6nt surfacia shall present a cliSan Ona] condMon. Traffic shall not be allowed an tha fresh sealant unill it becomes tack-free. Appf oval of Jolinis- A represenlative of the sealant III ar1ufaclurer shall present at the jo4 site at the beginning of Iha final cleaning and sealing of the Jolnis. He shall demonstrate to the Contractor and [lie Engineer the acceptable method for sealant Installatlon. The n3anufaclurer's representative shall approve the clean, dry Joints before Iha sealing operatlan comm 6. WARRANTY The Ccniractor shall Orovtde fhe'Engkneer a rnanufacturer'� Wrllten guarantee on all Joint sealing materials, The mammal clure r shall agree to provide any replacement rnaterial free cf charge tr}the City- Also, the Coni me[or shall prnvIde the Engineer a written warranty on .all sealed Joints_ The C onlreotor shall agree to replace any failed Jainis at no cost to Iha ClIV. Both warraratles skull be for two years aftr final acceptance of Iha ci�)rnpleted work by the Engineer. 7. BASES OF PAYMENT Payment will be made at the Contrnci flirt Itern unit price bld per lint-ar fool (L,F,) as provided In "MEASUREMENT" fnr "SJLICONE,J01NT SEALING", which price of shall be roll compensation for furnishing all rnok+ rials and for all peeparation, delivery, and applir;atIon of those staling materials and for all labor, egoipmeni, kitals acrd lncidantals necessary to complete the silicone Joint seating in conformity With the'ptons and thane specifIcaliors_ PATI ITEM too_ 11 {Alternate Nn. 2)— NEW 7" CONCRETE VALLEY Q UTTER: This ileal shall Include the construclion of concrete valley gutters at variioUs Iocallons to be determined in lield. I W27104 P-24 Removal of existing, asphalt pavernent, eanerefe.base, curb and gutter, and necessary excavation to Jnstall the concrete galley guIle(s.at[ shalt be subsidiary to this pay Jtem. Furnishing and placing of 2,27 concrete hale and crushed Ilmastone to a deplh as directed by the Engineer and riaoassEiry asphalt iransJtJons as shown in the concrete valley gutter details shall be subsidiary to this Pay Item. See slondard specifJcatton Ram filo, 314", Concrete Pavement", Item 312 "Hot-MIX Asphaltic Concrete" Item No. 104, "RemovIng Old Concrete", item No. 106. "IJnclassifled Street 1=xcavatton" tlem Nn. , S "Flexible Base." Measurement For final quantities of valley gutter will be by the square yard of roncrele pavemeol arra! the cu aril gutter soc1lon will be included_ Contractor may sutWitule 5" non-reinforced (2;27) Concrete Base In Jteu of Crushed Stone al no addfllonal cost. See Item 314" Concrete Pavement' The concrete shall be designed to achieve a minimum compresslve strength of 3000 pounds per squame Inch. Contfactor shell work on orae-half of Valley guller at a tirve, and the other half shall bey open to Irafflc. Work shalt be comgfsled on each half within seven (7).catenOar clays, LUM No, 1 — HMAC TRANSITION. This i#ern wlll-consi51 of Ilse furnishing and placing at varying thickness an HMAC surface In transition areas where [rid icaled on the plarrs, as speelfied in Ihese spsclf I cation s and at other locations as mi3y be directed by the Eng Inear. This Item shall be governed by att applicable provisions of Standard Specinpatfons Aem 312, The price bid per square }yard of HIVIAG Trarraitlori-as shown in the Proposal wJII be Brit goyrnenI For rnaleriats Including all labor, equfpmen1, tcals and Jneldentpls rwecessgfy to comps le the work, AY IIEM NgLJ3 -67 PIPE SUQDRAIN No specific lacalton for this Iters Is designated ort the plans Subdrain shall be Installed only iI•field cendIIlan5 indicate ground water at subgrade Level afIer excavir itIon and If deemed necessary by 111 r=rlgineer, PAY ITEM No. 14 - TCP SOIL. 'rhe proposed quartitiiles Shown aire oalcutatod to provide tapsn114 to 6 inches Irl depth (Compact6d) over the parkway area and do not include deepar Ihan design depth behind the curb, The pay ileal Is intended to pay for tcp5oil that rnust Lua iPnported whore suitable material is eitrrer not available. on the Job or ban nol reasonably be stored on-site, Piyrnent wrll t mads on Che basis of foose truck vr�lume (full Iruck wllh sideboards up) Iickel5 and 1Y1atr'flal must meet City of Fort Worth standards for topsoil. 01 sly the Vol tpille.Imported will ba paid for and may be aUbsWrit 0lly Iess Ihan the proposal quantilies lls(ed, PAY ITEM No_ 15 -ADJUST WATER VALVE BOX, Contractor wlII be respoasible for adJusling water valve boxes to maich new pave menl geode,The water valves Ihernsaives will be adjusted by Clty of Fart Worth Water Department forces. Tho unit prJce Ud WJlt be full payment ror materials IncJudinQ all labor, equipmerlt, tools and incldenlaN' necessary to cc the work. PAY JTEM No. 16 - MANHOLE ADJUSTMENT, This ilern shall lncludi� adjusltng the tops of existing andtor proposed rrranhofe.� to match proposer grade as shown on lhe-plan9 or as directed by the Engineer,. Staniland Spec:iric;._ilion Item No_ 460 shall apply except as follows= included a_s part-of this pay ilem-shall be the application of a cold-applied preformed ffexiNe butyl' rubber or plastic sealing-compound for sealing Inferior andlor exterior joints on concrete manhole secllorfs as per currant City Wo ler Depariment Special Conditlans_ 1 0127{04 SP-25 The unit price bid avail be full 0ayment for Materials ircludlng all labor, equipment, tools and incidentals necessary 10 mmplL�le the work. PAY ITEM No. 17 -ADJUST WATER l�hETR BQ&. This Itefn shall Include raIr,Ing or lowering an existing meter hex to the parkway grade specified_ No paymeni will be made for existing boxes which are Wthin 0,V of specified parkway grade_ The unit price will be full payment for malerlals Including all labor, equlpmant, tools and incidentals nece&5ary 10 complete the work. ELY-ILE-M Nz 19 -w.., TE TER BO ..RELOCATION: The existing water meters w1J1 be relocated to the standard locataon of 3 feet from 1he curb after the compialion of the sheet cunstruction. Tha unit price will bo full payment for materials including all labor, equIpmen;, tools ani incidentals r=4r scary to complete tho work. PAY ITEM No. 19 (Altercate No. 11 - REPLACE EXIST. QURB ANQ Q UTTER; This J1em Is Included for the purpose arA removing and raplacing exlsling curb and gutter In transition areas as determined by the Eng Inear in the field. The proposed curb and gutter WIT be of the sama dimensions as the existing curb and gutter to be removed. Ouanlllles for this pay item aro approxlrnate and are given only to estabilsh a unit price for Itie work The prlto bid par linear Drool for *REPLACE EXIST. CURB AND GUTTER' as shown In the Proposal will be full payment for materials includhig all labor. equipment, tools and incidenlaI5 necessary to complete the wofk. PAY ITEM No. 20 Mlernale No. 1) & 1 oA 11 LAile[fsate iso. 21—GRAVEL TRAN§ITIQN: Ali applicable provisions of Stand*rd 5peclfIcaiIons, Item 206'OreveJ' shall apply. This bid item Is ificluded for the purpose of establishing a bid price in the event that Ins[all atiun is necessary, PAY ITEM No. 21Alt r�gh� 1 Flo,. q (Alltrnate No. 2), STORM WATER POLLUTION PREVENTION iFOR DISTURBED AREAS EQUAL TO 0R GREATER THAN I AC REQ; PERMIT. As deflnod by Texas Commission on Environmental Quality (TCEQ) regulatlons, a Texas PolluWmt Olschairge ElimInalJon System (TPDES) General Conairucilan Permll i! required for all construction acfivitiL�s that result In the dlstutbance of ane to five acres (Small Consiruclion Activity) or rive car more acres of total land (Large Construction Activity). Tho Contractor is defined as an "operator' by slate regulallcrms and is required to obtain a permit. Inlormation concerning the permit can be obtained through the Internet at http,liwww.irircc.stale.ix.uslpermlttJnglwaler perm1Wwperm1coriWruct.htmJ. ;Sail. slabilizallon and strudural practices have been selecled and designed In accordance with North Oenlrol Texas Council of Oovernrnents Best Management Pracllces and Erosion Control Manual for Ccnnlruclian Actlallles (E31VIP A+famial). This manual c: n be obtained through the Internet at w w,dfwstormwaler.rornlrunoff.hirnl_ Not all of the structural onnleols discussed in the BMP Manual will necessarily apply to this project_ Best Management Practices are construcilon marragernent techniques [hat, Ir property utilized, can minim+ze the need for physloal controls and possible reduce hosts_ The methods of control shall result in minlrnum sediment retention of nol le-is Ihan 7010. NOTICE QF INTENTfAOIJ. If Ithe project will result in a total lord dislufbance equal to or greater than 5 acres, the Contractor shall sign al the pre.roi)struclIon rnettlrig a TCEa Notice of Intent (N01) form prepared by lho engineer_ It serves as a notifiratiori to the TOEQ of ConstrOCO(In activity Rs well as a commitment that. the Contractor underslands the requirements of the permit for sform water discharges from constrtrucllon actlivitles and that measures will be taken to implement and maintain 10122104 SP-26 storm water pollution prevention at the site, The N01 shall be submitted to thin TCE O at Wait 48 hours pdor to the Contractor rnouirig on site and shall include the required 5100 application fee. The N01 shall he malled to: Texas Corn missfon on EnvlrorimeMal Quality Storm Water A General Permits Tearn: MC-228 P.O. Box 1.3087 Austin, TX 78711-3087 A copy of the N01 shill be sent to: City of Fort WoM aeparlment of Envlfonmental Managernon1 5000 MLK Freeway Fort W orth, TX 761 U NOTICE OF TERMfMMb„AN0T1, Fir all sites that qualify as Larne Construction ActIvity, the Contractor shall sign, prior to final payment, a TCEQ Notice of Terrrilna(lon (NOT) form prepared by the engineer, It serves.as.a notice that the site is no longer rwbject (rr the reg0rement of the permit, The N r should be mailed to. Teras Commission on Environmental Quality Storm Water & General Permits Team; Md-228 P.0, Box 13067 Austin, TX 78711-3087 STORM WATER POLLUJtQN_PREVENTION PLAN (S IPPR). A document consisting of an erosion contrral and taxlc waste management plan and a narrative defining Bile parameters and techniq es to be employed Io redur;e tyro release of sediment and pollution from the conolruction 5116. Five of the project SWPPP s are available for viewing at the plans desk of the Deparlment of Engineering. The selceled Conlractor shall lie provided with three copies of the SWPPP after award of rprilracl, along with unbounded copses of all forms to be submitted to the Texas Commission on Environmental Quality. LARGE CONSTRUCTION ACTI Y —. Dt. TUR5E0 AREA EQUAL TO OR GREATER THAN 5 ACRE , A NoUre of intent (N01) farm shall he cflmpleted and submitter! to (lie TGEQ Including payinen( of the TCEQ required tea_ A SVVPPP That meets all TCEQ requirements prepar+3d by the Engineer shall lie prepared and amplernented at Jeesl 48 hours before the commencement of construction activities. The SVVPPP shall be Inwriaarated into In the contract docurnents. The Contractor shall suhmII a schedule for mmplernentatlnn of the SVVPPP. Deviations frorn the plan musl be submitted to the engineer for approval, The SWPPP is not warrented to meet all the cDnditiorks of lha permlt since the acUM conslructian aetJvlties may vary from those anticipated during the proparatlon of (ha-SW PPR Mod ific;ations may be required to fuIIy conforrn to Iho requirements of the Pet id. The Contractor must keep a capy of the mast current SVVPPP a( Itre conslrrrcllon site. Any alleratioms to the- SVVPPP proposed by the CQnlractor roast be prepared and 5ubmItted by the Conlraclor to lho engineer for reviuvv and approval. A Notice of 'I'erminalion (RIOT) form shall be submitted within 30 day rafter final stabilization' has been achieved on all porlions of the site lbal is the responsibility of the perrtiftlee. or, When another permitted operator assumes conlrot over all areae of the site that have not been finally stahilicrrd, SMALL CONSTRUCTIQN ACTIVITY - DISTURBED AREA EQUAL TO OR GREATER THAN ONE ACRE= BUT LESSTHTHj[V F1VE,AqRES_ Subirrisston of a N01 farm is not rcquirad. However, a TCEO Site Notice form must be completed sod pasted at the site. A copy of the completed Site !Notice must be son( tri Ilse City of Fort Worth Depadmuni of Environmental Managernenl at the address listed above_ A SWPPP. prepared es described above, shall be implemented at least 48 hours before the commencement of construc;iloo octivitics. The SWPPP must irrcludo descriptions of control measures necessary to prevent and con Irel'soil efrision, red imenlaIIon acrd water pollution 2nd wilt be ihcluded Ire 10127104 SP- 7 the contract documents, The conlrol measures shall be inr>Wled and maintained throughout the construction to assure off oclive and ceniInuous water pollution control. The controls may Include, bui not be 11mlled to, slit fences, straw bale dlkes, rack berms, diversion dikes, Interceptor swales, sediment traps and basins, pipe slope drain, inlet proteotlon, stablilzed construction entrances, seeding, sodding, mulching, saN relention blankets, or other structural or raon-siructural storm water pollution controls. The method of control shall resull in a minimum sediment retention of 70% as defined by the NOTCOG 'BMP Manual." Davialions from the proposed conlrot measures roust be submllled to the engineer for approvaL PAYMENT FOR WPep-IMP 6EEN A ON: Pa+{rnefit shawl he mads per tuffrp sum as shown err the proposal as full comppnsa#fon for all Iterna3 con lairred in Iho project SWPPR PAY ITE - RETAINING WALL. (NOT USED) chis itern will con�iFst of placing retaining walls In IocaIla ns and at helghts determined by the engineer in the f€eld. All applicable section of Olty or Fora Worth Standard SpeclgcalIon item 518 shall apply except as follows: Retaining wall shall be conairualed per CIty of l=oft Worth Oanstructlon Standard Drawing No. -11013 "Retaining Wall With Sidewalk"where applicable. Ail existing brick andlor stone relaining walls not sign Iflesntly Impac,led by proposed grade changes will be protected. Replacement of retaining walls not Impacted by propescd grade changes will be at the expense of the ordr-astur. PA`s ITEM - LB NqFj AFETY: (NOT USED) Descripi[on: This Item w1lt consist of the ba;s1c f eq ulrem en Is-whir;h tha Cantractw milsl corn ply wild Ira order to provide for the nfety and health of workers In a trench. The Contractor shall develop, design and 1mplemonI the trench excavalicn safety protection system. Tho Cornlractor shall bear the sole responsibility for (lie adequacy of the trench safety syslem and providing "a safe place to work"for the workman. The trench excavation safety proteclion syslern stroll be used for all Irench excavations deeper than five (5) feel. The Excavating and TrernchIng operation Manual of the Ocnfapational Safety and Health Ad rrriniatratiora, U-S. Deparlmeni.of Labor, she II be the mInlmum governing requirement of this item and is hereby made a part of this speciFica lon. The Coni rartor shall, In additlon, corn ply wlth all oll7er applicable Federal, Stale and local rules; regulations and ordlnarms. Measuroment and Pal menl: All methods used for trench excavation safety prolecl Ion shall he measured by the-linear foot of Irench and paid -�I the unil pfIce in the Proposal, which shall be lotal compensation for furnishing deslgn, materials, tools, labor. equipment and incidentals necessary. Including removal of the system. Trench depth for payrnant purposes for Trench Safety Systems is the verlica€ depth as measured from the tap of the exisling gfaund IG the bollom of the pipe. PAY ,—REA±IQVE EXIST IN CONCRETE S11)EWA LK DRIVEWAY . STEPS LEAD�{AIJ�S J%NQ WHEEL CHAIR RAMP . (LVOT USED) This item Includes removal of existing concrete-sidewalk% driveways, steps, leadwalk5 and wKeelchalr ramps at to tion shown on the plans or as designed by the Englimer. See Ilam No, 104 'RarnovIng Old ConOre le', for Spa*cificetlons governing this item. PAY ITEM —REj410 E lM f �1NO GARB Ilw1LET; (NOT USED) This €tam shall include al Iabor. malerfels, and equIpment r3ecestary to remove and d€spose of the existing Inlet and fernaval and cone ction of the existing RCGP Wad pipe inlet as'sho n on the Plans and as d€rectbd by the Engineer 101 7104 SP-28 PAY ITEM - REMOVE AND CONSTRUCT CONCRETE STEPS: (NOT USED) See Standard Spec ifir_aiion Item Na. 516, "Concrete 5leps" for specifics Iions govern[rig this item as well as detaiCs M-3. The pfice bid peer each for-REMOVE CONCRETE STEPS"and`CONSTRUC T CONCRETE STEPS" as shrawn in the Proposal wJJI be Ifuil payment for materials Inclodim all labor, equipment, tools and fncideni~als necessary to complete the removal and constructlon of each set of concrete steps. PAIS ITEM - 4' STANDARfD CONCRETE S IDEWALK. LEADWA4LK AND W H EELCHA IR RAMP, (NOT USED) All applicable provisions of standard Spec ifrcalions Item 104 "Removing Old Concrete"and Item 504 "Concrete Sidewalk Drivewap" shall appiy.except as herein modified. The Contractor shall construct standard concrete wheaichair rarnp,5 as shown on the enclosed detalk$, or as directed by the Engi near. `1 he Contractor shall not(emove any regulatory sign, instruction sign, street name sand sign or other sign Oich has been erecter} by the C Ily. The Contractor shaft contact Signs and MarkInq DIvisium TP .(Phone 871-7738). All concrete flared surfaces shall be colored with LJHOC HROME color hardener as manLrfactured by L M. Scofield Company or equal. The color hardener shall be brick red color and dry-shake type, and shall be used In accordance with manufacturers lnstn-tction5. "Contractor shall provide a colored sample concrete panel of one foot by one fool by Ihree inches dimension, or other dImenslon approved by the Engineer, rrleaEing the afore mentlone d speclflcation. Tha sample, upon approval by the 1=ngIneer, i�hta11 be the acceptable standard to be applied for alt con slrucIlon covered In the scope.of Ibis.pay Itern. Thp method of application shell.be by screen. sifter, sieve or other meaps in order Iia provilde for u uniform color dIstribu#ion." PAY ITEM- REMOVE AND REPLACE FENCE: (NOT USED) This Item shall inc Iude The rerrticval and recon struPtIon of the existing fence al the iccatIan s shown on the.plans or where.deemed necessary by the Engin eor. The Con Iractor small exercise cauliOn in rernovinr9 and salvaging Ilse materials Io their may be used In reconslrucling the fencrs- Their ccnstrWed fence shrall be equal In every way, or supisdar, Io Iha fence removed, The Contractor shall be responsible for keeping livesle£k wllhin the fenced areas during Construction nperatlon and whine removing and relocating the fence, and for any damage or injury suslnirred by persons, IIvesl ock or property on account of any act of omission, negleal or misconduct of his agents, errrployees, or subcontractors, The unit price par I'inear foot shown on Ilse fPropo!5al shall he full coni peopRlion for all materlals, la bar, equipments, loots and iricIdenials necessary to complete lhs Werk. PAY ITEM - REMOVE AND R1=CON STRUDT MAILBOXES I MISOELLANEGUS (NOT USED) This Item includes the removal and recorrstrixtion of existing maJlboxo% brick walls, llo etbed trim and miscellaneous items within the right of wary which may be darnaged or mmovac l during constructton- When possible, the Contractor shall salvage existing materials for reuse Irl the replscernt;nt or repair of damaged or removed items- Items which are to be repaired or reconstructed should look arch Iler,laralIy the same in material and appearance and should be re ca nslructed or repalred In a better ar new condIIltm. All appllcabte provisions of CIty of Fort WWh Canstractlan Slandards shall apply- 10127j04 pply-10127!04 SP-29 1 PAY IT FM T BORROW; (NOT USED) Where shown on 1ho plans or where designated by the Engineer, existing curb and Qr gutter and existing Wd dowry curb shall be removed and disposed of in a manner satisfacIory to the Engineer, Measurement wllI be by the Ilnaar foot for curb and guller as shown ori the proposal and will be full compen aallon for the removal and dlsposlilon of the curb, curb and gullet, iaydown curb rurnovud. and for all labor, Coals, and Incidentals necessary to complete the job, PAY ITEM--CEMENT STAB ILI7AT10N.' (NOT USED) Alt applicable provision$of IteM 2't4, 'Portland Cement Treatment'shall apply. PAY ITEM -Q EMEN.T_: (NOT USED) AIJ applicable provisions of Item 214, 'Portiand Cement TreaIment' shall apply. PAY ITEM—STORM DRAIN INLETS. (NOT USED) An alternative method of oonstructlan for these Items wkll be "Prue-Oast" manholes and Inlets. If the Contraclar,desires lo lrsa this method, he must submit details for the corstruclIork to the Trarisportatkon and Publkc Work ; Department fora review arid approval If said details are acceptable. The Pre-Oast construct kan must be equal or superior lo the sirenglh requirements for this Item as set out In Henn 444, -� "Manholes and Inlets" and said construcilon shall be in complkarice with all other requirements of Item 444 where applicIe. PAY ITEM—TRENCH EXCAVATION ATION AND BAOKFILL FOR STORM DRAIN, (NOT U BO) Work under(his Item Includes alt the proposed excavation and bachtlll In thin the project area and the necessary fill-area_ Payment Will be made for the quantity of earth excavateWbaokfilled. The placing of Oil shall be subsidiary to the trench excavatlardbackfill price. Excess material which is obtailn6# from e avatlnq the trench shall be used for no placement subject to the provisions of Item 114 of the City of Fort Worth Standard Specifica lions, All excavated rnateriat which is iknacceptable as fill rnaterial shall become the property of the Contractor to be hauled off the site and disposed of properly. Unacceptable material shall be, but not limited to: rocks, concrete, asphalt, debris, etc_ The cast for removal and disposal of unacceptable matorinl shall be aubsidinry to the unit prices. JU/27M4 SIS-30 r (To be printed on Contractor's Letterhead) Date: DOE No: PROTECT NAME: Water/Sanitary Sewer and Paving/Storm Drain Improvements for: MAPSCO LOCATION: LIMITS OF CONST.: Estimated Duration of Construction on your Street : days THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL < REPLACE WATER AND/OR SEWER LINES - RECONSTRUCT THE STREET> ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT <TELEPHONE NO.> i AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL 871-7970 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL. 10/27/04 SP-31 `� �. COD D 1 CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: . 2004 CIP HITSON DOE NO. : 2736 FUND CODE: 03 HOLE # 1 LAB NO: 9720 LOCATION: 2400 HITSON E/4 9 . 00" HMAC 11. 00" REDDISH BROWN SANDY CLAY ATTERBURG LIMITS: LL: 35 . 8 PL: 18 . 0 PI : 17 . 8 SHRKG.: 7 . 0% MUNSELL COLOR CHART: . 6/6 BROWNISH YELLOW CLAY UNIT WEIGHTI : 146. 0 #/CFT HOLE # 2 LAB NO: 9721 LOCATION: 2308 HITSON W/4 " 4 .50" HMAC 5 . 50" REDDISH BROWN SANDY CLAY W/GRAVEL 8 . 00" REDDISH SAND ATTERBURG LIMITS: LL: 22 . 8 PL: 13. 7 PI: 9 . 1 SHRKG: .4 . 0% MUNSELL COLOR CHART: 4/6 STRONG BROWN SANDY CLAY UNIT WEIGHT: 146. 0 #/CFT APPPROVAL: RY JERI ROUTING DATE TESTED: 12-05--02 JOSEPH GAGLIARDI DATE REPORTED: 12-10-02 ABE CALDERON TESTED BY: SOIL LAB GOPAL SAHU FILE r CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: HITSON LANE r DOE NO. : 2736 FUND CODE: 03 HOLE # 1 LAB NO: 51787 LOCATION: 2316 KITSON LIT. W/4 0. 00' - 1.. 50' BROWN SAND W/GRAVEL 1. 50' - 3. 00' BROWN SANDYCLAYW GRAVEL 3. 00' -- 4 . 50' BROWN SANDY CLAY W/GRAVEL ATTERBURG LIMITS: LL: 25. 4 PL: 14 . 6 PI: 10. 8 SHRKG: 6. 0% MUNSELL COLOR CHART: 4/6 STRONG BROWN SANDY CLAY ' UNIT WEIGHT: N/A #/CFT HOLE #k 2 LAB NO: 51788 LOCATION: 2316 KITSON LN. W/4 6. 00" HMAC 8 . 00" BROWN SANDY CLAY 4 . 00" BROWN SANDY CLAY k ATTERBURG LIMITS: LL: 23. 4 PL: 14 . 0 PI: 9. 4 SHRKG: 6. 0% MUNSELL COLOR CHART: 4/3 REDDSIH BROWN SANDY CLAY UNIT WEIGHT: N/A #/CFT HOLE # 3 LAB NO: 51788 LOCATION: 2324 KITSON LN. E/4 2. 75" HMAC 18 . 00" YELLOWISH BROWN SANDY CLAY ATTERBURG LIMITS: LL: 1.9 . 4 PL: 14 . 6 PI: 4. 8 SHRKG: 4 . 0 MUNSELL COLOR CHART: 4/3 REDDISH BROWN SAND UNIT WEIGHT: N/A #/CFT k HOLE # 4 LAB NO: 51790 LOCATION: 2324 KITSON LN. E/4 0. 00' - 2. 50' BROWN SAND 2.50' - 4. 50' BROWN SANDY CLAY ATTERBURG LIMITS: LL: 23 . 4 PL: 13. 3 PI: 10. 1 SHRKG: 6. 0% t MUNSELL COLOR CHART: 5/6 YELLOWISH RED SANDY CLAY UNIT WEIGHT: N/A #/CFT HOLE # 5 LAB NO: 51791 LOCATION: 2304 HITSON Llq. E/4 6. 00" HMAC 15. 00" BROWN SANDY CLAY ATTERBURG LIMITS: LL: 28 .3 PL: 14 . 0 PI: 14 . 3 SHRKG: 9. 00 MUNSELL COLOR CHART: 5/6 STRONG BROWN SANDY CLAY UNIT WEIGHT: N/A #/CFT i 2 DOE # 2736 HOLE # 6 LAB NO: 51792 LOCATION: 2304 HITSON LN. E/4 0. 00' - 2 . 00' YELLOWISH BROWN SANDY CLAY 2 . 00' - 4 . 50' GRAYISH BROWN SANDY CLAY ATTERBURG LIMITS: LL: 58 . 7 PL: 25. 5 PT: 33. 1 SHRKG: .15. 0% MUNSELL COLOR CHART: 6/4 LIGHT YELLOWISH BROWN CLAY UNIT WEIGHT: N/A #/CFT APPROVAL: RN JERI ROUTING DATE TESTED: 04-14-05 ABE CALDERON DATE REPORTED: 04-19-05 RICHARD ARGOMANIZ TESTED BY: HERNANDEZ FILE 3 1 t C f TECHNICAL SPECIFICATIONS k r I �& v s �� pp- SECTI OW E SPECI FI CATIONS- _ JAIUARY 1 , 1978 X1A WATER DEPARTMENT All materials, construction methods and procedures used in this project shall conform to Sections El , E2, and E2A of the Port Worth-Water Department General ' Contract Documents and General Specifications , together with any additional material specification(s) , construction(s) or later revision(s) . (See revisions listed on this sheet). Sections El , E2 and E2A of the Fort Worth Water Department General Contract Documents and General _ Specifications are hereby made a part of this contract document by reference for all purposes , the same as if copies verbatim herein, and such Sections are filed and kept in the office of the City Secretary of the City of Fort Worth as an official record of the City of .Fort Worth. INDEX El MATERIAL SPECIFICATIONS E2 CONSTRUCTION SPECIFICATIONS E2A GENERAL DESIGN DETAILS Revisions as of April 20, 1981 , follow: E1-2.4 Backfill : (Correct minimum compaction requirement to 95% Procter density and correct P.I . values as follows:) C. Additional backfill requirements when approved for use in streets: 1. Type B Backfill - (c) Maximum plastic index (PI) shall be 8 2. Type C Backfill (a) Material meeting requirements and having a PI of 8 or less shall be considered as suitable for compact- ion by hetting (b) Material meeting requirement and having a PI of 9 or more shall be considered for use only with mechanical compaction E2-2.11Trench Backfill : (Correct minimum compaction requirement wherever it appears in this section to 95% Procter density except for paragraph a.l. where the "95% modified Procter density" shall remain unchanges) . 3 , SECTION E1-18A— REINFORCED PLASTIC WATER METER BOXES { Revised March 27, 2003) E 1.18A.1 SCOPE: This specification covers three types of water meter boxes, Type A and B, and Type C. E 1.18A.1.1 Class A Standard Meter Box: Intended for use with services utilizing 5l8" X3/4", %" and 1" meters. E1.18A.1.2 Class B Standard Meter Box: Intended_ for use with services utilizing'1-1/2".and 2" meters. E E1.18A.1.3 Class C Standard Meter Box: Intended for use with i services utilizing two 5/8"X 3/" or 3/" meters. E1.18A.2 CONSTRUCTION: Reinforced plastic water meter boxes and iron t cover lids under this specification will include three specific sizes of a rectangular . shape. Those three sizes will be referred to us:_ CLASS 'A', 11" x 18 " Box,. 12" high CLASS 'B', 15.25" x 27".Box, 12" high CLASS 'C', 18" x 16'-Box, 12" high a E1.18A.3_ REINFORCED PLASTIC METER BOX SPECIFICATION The meter box shall be constructed of 'Linear Medium Density Polyethylene (LMDPE) as -defined in ASTM D-883-95A and have a minimum wall thickness of ..500". The exterior shall be black to provide UV protection_ Boxes shall be able - to-' withstand a minimum 15;000 pounds vertical load ,and shall-withstand a minimum 400 pounds sidewali load. f The meter box-exterior.shall be free from seams or parting lines and all edges and corners are to be smooth -and free from sharp edges so the unit can be handled safely without gloves. E1.18A_4. IRON METER BOX LID SPECIFICATION The meter box lids are to be made of cast iron according to ASTM A48-84, Class 35B or ductile Iron according to ASTM A-536. The lids shall withstand a minimum vertical load of 15,000 pounds. Castings are coated with a bituminous emulsified asphalt unless otherwise specified, ground smooth, and cleaned with I` shot blasting, to get a.uniform quality free from strength defects and distortions. Dimensions shall be within industry standards of plus or minus (+1-) pne-sixteenth of an inch per foot. All castings'will bear the Manufacturer's iS (name or logo) and Country of Origin. Casting weights may vary plus or minus (fl-) five percent from drawing weight per industry standards. SECTION E-100 -MATERIAL SPECIFICATIONS MATERIAL STANDARD E100-4 JANUARY 1, 1978 (ADDED 5113/90) E100-4 WATERTIGHT MANHOLE INSERTS E100-4.1 GENERAL: This standard covers the furnishing and installation of watertight gasketed manhole inserts in the Fort Worth sanitary sewer collection system. E100-4.2 MATERIALS AND DESIGN_ a. The manhole insert shall be of corrosion-proof high density polyethelene that meets or exceeds the requirements of ASTM D 1248, Category 5,Type III. b. The minimum thickness of the manhole insert shall be 118". C. The manhole insert shall have a gasket that provides positive seal in wet or dry conditions. The gasket shall be made of closed cell neoprene rubber and meet the requirement of ASTM D 1056, or equal. d. The manhole insert shall have a strap for removing the insert. The strap shall be made of minimum I"wide woven polypropalene or nylon webbing, with the ends treated to prevent unraveling. Stainless steel hardware shall be used to securely attach strap to the insert. C. The manhole insert shall have one or more vent holes or valves to release gasses and allow water inflow at a rate no greater that 10 gallons per 24 hours. D100-4.3 INSTALLATION: a. The manhole frame shall be cleaned of all dirt and debris before placing the manhole insert on the rim. b. The manhole insert shall be fully seated around the manhole frame rim to retard water from seeping between the cover and the manhole frame rim. E100 (1) P r' GENERAL CONSTRUCTION NOTES 1. Applicable design and details shall conform to "General Contract Documents and Specifications for Water Department Projects" (GCD) effective July 1, 1978,with the latest revisions. t 2. All horizontal blocking, cradle blocking, and vertical tie-down blocking to be in accordance with Fig.(s) 9, 10, and l Iof the GCD, 3. Fire hydrants shall be located a minimum of 3'-0"behind the face of curb per Fig. 5 GCD. 4. All gate valve installations for sizes up to 12" are to be per Fig. 3 GCD and sizes 16" and larger Fig. 4 GCD. ! 5. The proposed water and/or sewer mains at times will be laid close to other existing utilities and structures both above and below the ground. The contractor shall make necessary provisions for the support and protection of all utility poles, fences, trees, shrubs, gas mains, telephone cables, TU cables, drainage pipes, utility services, and all other utilities and structures both above and below the ground during construction. It is the contractor's responsibility to notify all utility owners prior to any construction in the area and verify the actual location of all buried utilities that may or may not be shown on the plans. The.contractor shall preserve and protect all underground and overhead facilities and be responsible .for any damage he may cause to them. The Contractor shall contact the following @ least 48 hours prior to excavating at each location: Fort Worth Water Department Field Operations 871-8296 Fort Worth Transportation &Public Works Light and Signal Division 871-8100 Lone Star Gas Company Metro (214) 263-3444 Texas Utility Service Company 336-2328 Southwestern Bell Telephone Company Enterprise 9800 Texas One Call-Fiber Optics Location (MCI, AT&T, Sprint, etc.) 1-800-245-4545 Marcus Cable T.V. 737-4731 6. Contractor shall verify the elevation, configuration, and angulation of existing line prior to construction of tie-in materials. Such verification shall be considered as subsidiary cost of project and no additional compensation will be allowed. Elevation adjustments at connections maybe made with bends, offsets, or joint deflections. All nonstandard bends shall be made using the closest standard M.J. fittings with the required joint deflections.(deflections not to exceed manufacturer's deflection per joint) 7. Contractor shall keep at least one lane of traffic open at all times during construction and access to all places of business and residence at all times.(reference C6-6.5 GCD) 4 8. No excavated materials, backfill materials, equipment, or supplies shall be stored within floodways or drainage easements.(reference C6-6.6 GCD) 9. Trenches which lay outside existing or future pavements shall be backfilled above the top of the embedment with Type "C"backfill material. When Type "C" backfill material is not suitable, at the direction of the Engineer,Type "B"material shall be used. All backfill material shall be compacted to a minimum of 90%proctor density by means of tamping only. Trenches which cross under existing or future pavement shall be backfilled per Fig. "A" with 95%proctor density by jetting, tamping, or a combination of such methods. 10.Rim elevations of the proposed sanitary sewer manholes in repaved streets are shown as final finished grades in these plans. They shall be constructed to 15" below final finished grade by utility contractor and adjusted by paving contractor in accordance with Fig. M of the special contract documents. Concrete collars shall be installed where indicated on the plans per Fig. 121 of the special contract documents. Manhole in shall be installed in all standard four foot and standard four foot drop access manholes per E-100-4 of the special contract documents. Standard four foot diameter manholes shall be in accordance with section E2A, Fig. 103 and Fig. 104 GCD, standard four foot drop access manholes per Fig. 107 GCD, and shallow manholes per Fig. 106 GCD. 11.The top of the water lines shall be a minimum of T-6" below the top of the curb for 12" and smaller mains except where otherwise shown on these plans. 12.All water meters shall be placed or relocated 3'-0" behind the face of the proposed curb or as directed by the Engineer. 13.All existing water services shall be replaced with 1" minimum copper tubing unless a larger size is indicated on the plans. Corporation stops shall be fully opened prior to trench backfill. Curb stops with lock wings shall be tested for full flow when the system is pressure tested. Extend 1" water services to those lots where no water services have been extended to. Locate these services at normal locations or as directed by the Engineer. a.The normal location of water service lines shall be 5' east or north of the center of the property frontage. b.For 40' or less lot frontage, all water services shall be placed 18" from the east or south property line. 14.Ai1 sanitary sewer services encountered shall be replaced to the property line as directed by the Engineer. i I SANITARY SEWER GENERAL NOTES 1. The contractor shall furnish a traffic control plan, for all working areas, to the City Traffic Engineer for approval prior to the pre-construction meeting. Two-way traffic must be maintained at all times. One lane of travel around construction operations in progress with adequate safeguards will be acceptable on minor streets only. All barricades, warning signs, light devices, and etc., for the guidance and protection of traffic and pedestrians, must conform to the installation shown in the 1980 Texas Manual on Uniform Traffic Control Devices, as currently amended, Texas Department of Transportation. The cost for traffic control shall be subsidiary to the unit prices for this project. 2. Contractor is responsible for all trench safety. The contractor shall construct the proposed work utilizing a trench safety plan, prepared by a professional engineer for this project. A trench safety plan shall be submitted at the pre-construction meeting. 3. All work shall be performed in accordance with City of Fort Worth Water Department standard specifications and details, except where modified in these plans or in the ' special conditions of the contract documents. 4. The contractor shall distribute letters to all affected property owners prior to beginning work on each property. The letter shall include names and telephone numbers of contractor contacts, a description of the work to be done, and the time frame for doing I the work. Copies of the letter shall be forwarded to the city inspector. The contractor shall notify residents 48 hours in advance of performing any work on private property. Distribution of letters shall be considered as subsidiary to the cost of project and no additional compensation will be allowed. 5. Contractor shall be responsible for maintaining general safety at and adjacent to the project area, including the personal safety of the construction crew and general public and the safety of public and private property. Contractor shall provide temporary sanitary sewer facilities to affected property owners, if necessary. Not a separate pay item. 6. When it is required that a Contractor work in private property, the Contractor shall contact the property owner 48 hours prior to construction. Once the pipe has been installed or rehabilitated, the Contractor shall immediately commence surface restoration. Surface restoration must be completed to the owner's satisfaction within ten (10) working days. Failure to maintain site restoration, as noted above, may result in deferment of further pipe installation activities. 7. The contractor may elect to video all potentially impacted private property areas prior to work. Videos shall include date notation and audio identification of property address and main/lateral name. This pre-construction video taping of impacted properties shall be considered subsidiary work. 8. Contractor's personnel shall have identifying clothing or hats at all times. The contractor .r shall also have identification on all vehicles. 09/01/04 1 City `6 MY 4 a D�V Ih:To, TEX. 9. Construction activities shall be limited to the hours of 7:00 am to 6:00 p.m. unless approved or directed by the engineer. 10. The location of all sanitary sewer, water, storm sewer, telephone, gas, electric, cable television utilities, driveways, retaining walls, structures, etc., which may be shown on these plans are approximate. The contractor shall verify the exact size, location, elevation, and configuration of all utilities and structures prior to construction. Contractor shall coordinate with appropriate utility companies and property owners to mark and locate all underground facilities prior to construction. Such verification shall be considered as subsidiary to the cost of project and no additional compensation will be allowed. 11. Existing vertical deflections and pipe slopes shown on the plans were obtained from record drawings and have not been field verified. Some pipe slopes were adjusted to match surveyed manhole flow lines. Rim elevations, flow lines and horizontal locations of existing manholes were determined from field survey. 12. The proposed sanitary sewer lines at times will be laid close to other existing utilities and structures both above and below ground. The contractor shall make necessary provisions for the support and protection of all utility poles, gas mains, telephone cables, sanitary sewer lines, water lines, TU cables, drainage pipes, utility services, and all other utilities and structures both above and below ground during construction. The contractor is liable for all damages done to such existing facilities as a result of the contractor's operations. 13. Contractor shall conduct a Pre-Construction Television Inspection of all existing sanitary sewer lines, which are to be abandoned or rehabilitated via trenchless methods, to verify locations of all sewer service connections prior to construction of entire project. 14. Contractor shall ensure that all active services can be reconnected and/or rerouted to new sewer main/lateral. Contractor shall notify the City of any potential conflicts prior to construction so modifications to the plans can be made if necessary. Not a separate pay item, this work shall be subsidiary to Pre-Construction Television Inspection of Sanitary Sewer Lines. 15. Contractor shall verify that all connections to the sanitary sewer system are for sanitary sewer only. Contractor shall notify City of all known illicit connections. 16. Contractor is responsible for maintaining water and sewer connections to all homes and businesses in working order at all times, except for brief interruptions in service for sewer services to be reinstalled. In no case shall services be allowed to remain out of service overnight. 17. The contractor shall be liable for all damages to properties, homes, and basements from backup, which may result during the installation of the new pipe and/or abandonment of 09/01/04 2 i existing pipe. The contractor will be allowed to open clean outs where available. The contractor will be responsible for all clean up associated with opening clean outs. 18. The contractor shall preserve and protect or remove and replace (with prior approval of City Parks and Community Services and/or affected property owners) all trees, shrubs, hedges, retaining walls, landscaping, buildings, walks, etc., in or near proposed construction area. This work shall be considered incidental and not a separate pay item. 19. The contractor shall remove all fences, located within easements, interfering with construction operation and provide temporary fencing during construction. Removed fences, wooden or chain link, shall be replaced with a new fence or undamaged original fencing. All affected property owners shall be notified prior to construction. Removal and replacement of existing and temporary fences shall be considered subsidiary to the project cost and reflected in the unit bid prices for various items listed in the proposal. 20. Contractor shall sawcut existing curb and gutter, pavement, driveways, and sidewalks at areas where pavement or concrete is to be removed. Sawcuts will be considered subsidiary to the price bid for linear feet of sanitary sewer. 4 21. Contractor shall protect concrete curb and gutter, driveways, and sidewalks that are not designated for removal. Removal and replacement of these items shall be as designated. At locations where the curb and gutter are to be replaced, the contractor i shall assume all responsibility for the re-establishment of existing street and gutter grades. Establishment of grades shall be performed prior to construction and is not a separate pay item, but shall be considered incidental to the project price. 22. All embedment shall be in accordance with City of Fort Worth Water Department Specification E2-2, and E2-3. All pavement repair shall be per City of Fort Worth Transportation and Public Works Pavement Repair Figures 2000--1 to 2000-3. Pavement areas shall receive backfill per Figure A. Nonpaved areas shall receive type "B" or "C" backfllll per City of Fort Worth Water Department Specifications E1-2 and E2-2. 23. All driveways, which are open cut, shall have at least a temporary riding surface at the end of each day. The temporary surface will be considered a non-pay item. 24. Contractor shall bypass pump sewage around sections of pipe prior to being replaced or rehabilitated. Not a separate pay item. Payment shall be incidental to replacement of sewer. 25. New manholes shall be constructed such that the manhole cover is at finished surface grade, or as noted on the plans. Concrete collars and watertight manhole inserts shall be provided with all new manholes, as required for this project. 26. The contractor is responsible for keeping streets and sidewalks adjacent to project free of mud and debris from the construction. I 09/01/04 3 27. The contractor shall cleanup and restore the area of operations to a condition as good as or better than that which existed prior to replacement or rehabilitation of the pipe. 28.The contractor shall remove from the project area all surplus material. This shall be incidental and not a separate pay item. Surplus materials from excavation including dirt, trash, etc. shall be properly disposed of at a site acceptable to the City's Flood Plain Administrator if within the City limits. If the location is not within the City limits, the .Contractor shall provide a letter stating so. No excess excavated material shall be deposited in low areas or along natural drainage way without written permission from the affected property owner and the City's Flood Plain Administrator. If the contractor places excess material in the areas without written permission, he will be responsible for all damage resulting from such fill and he shall remove the material at his own cost. 09/01/04 4 07/13/2006 17:16 8172956796 MCCLENBON CONST PAGE 02 ACORD. CERTIFICATE OF LIABILITY INSURANCE 7i3 Qom' Pwpug ft Phone: 917-299-3848 Fax. 817-299-3090 THIS CERTIFICATE 1S ISSUED AS A MATTER OFINFORMA77OR Services Hurst ONLY AND CONFERS NO RIGHTS UPON THE CERTIF,A E IHTX Risk 8701 Bedford ves Rd. , #450 HOLDER. THIS CERTIFICATE DOE& NOT AIYIMD EXMND OR ALTER THE COV9RAOE AFFORDED By THE PO 1159 BELOW, Hurst TX 76053 INSURERS AFFORDING COVERAAE MIC 9 ReSURFo IalSu1 MAI Amerisure Mutue CO 23396 McClendon Construction CO, Inc. INSURERs: PO Boat .996 INSUR C: Burleson TX 76097 1NSURl:RP: SURERE GOVERAGES THE POLICIES OF INSURANCE LISVED BELOW HAV$ RRW I&LvED TO THE INSURED NAMED ABOVE FOR THE EOLlOX PERIOD INDICATED. NOWITHSTANDING ANY JE=REM13NT, Thea OR CONDITION OF ANY CONTRACT OA OTHSR POL_UME'NT WITH R991PHOT TO WHICH THIS czETIVICATE MX n r8SMM OR MAY PERTAIN, THE INSUFANCs AFFORDED BY THE POLICIES DESCRIFEEP HERRIN TS —h-PCT TO ALL THE TEStM9, USION3 AND CONDITIONS OF SUCH POLXCIE20- ..MN 20ATE LIMIT$ SKOW )NTAY HAVE BERN REDUCED BY PAXV CLAIMS- PnLFCT %C"=RWAM ON uKrrS p, (MERALUA01LIR CFp2W4918 1/31/2006 1/31/2007 eACHGrCUFJM a 1,06-0,ODA AMP , 00 COTAMBRCIALGEh°!_RALLIA6ILITY AREMISE5 .! cs 6 CLAIMSMAD& El OCCUR NWbF-:XP, anepaaon) S10,000 PERSONPi ADV 1KJURY S 11 000,0 010 OENBRALAGME'OATL 8 2,000,000 ppa'L AGGREGATE LIMETAPPLLES PER: PELO UG"-CDMPIOP AG8 9 2,000,000 POLIOY LOC A AUTOMOOLRUMU" CA2034917 1/31/2006 1/31/2007 GommNE45ENGLEuw $ 1,000,000 X ANY AUTO s'�a ALLUWNEDAUTOS 130DkINJURY $ $0"couLEDAUTOS VN IX HIREDAUT09 1WDI YMURY $ X NON-OWNADAUTOS PROPERTYDAMAQE 5 (PrpreaitlenE} *ARAGrUWLETV AVM0p V-KAACC10ENT a ANYAUTO OTWGRTEIAN EA AM i AUTO ONLY.* AGG S A gX0gSSW ftRLiALIAMTV CU2034920 1/31/2006 1/31/2007 FACH*00[JRR5E10E 2,000,000 TI OCCUR CLAWS MADE RE3@ElEC3AfE $2,000,000 6 DEDUCTIRLS 8 FK]RETENTION $ a A ElP8IEK0K%OQA1PMA"MA" WC2034921 1/31/2006 1/31/2007 X Y TEY FN9"yewL1ABww E.L.DoH ACCOOff $ 1,000,000 ANYPRORRIEfORMAEYi"k$AMNECUTNE 1!00 1,O00 OFFICERIMEMVERBXCLUDOW E.LAISME.EAE:MPLMr E s dasatovnW MDISEASE-POLIDY IMPt 8 1,000,000 EC IAL PROVISIO?W E1a1cw OTHER ONCRWrON OFQFWATI&dgI LOCATWHS IVEMECL6SIERCUM4w9A00W my WOMSEIYENTj VVCMAL EROVIElOM Blanket Additional Insured is included on the Genera. Lidkvility and Autombile polici®s per policy form. Blanket Waiver of Subrogation is included on the General Liability, Automobile and WOVkere' Compensation p6l,i.Gies. *10 Day notice Of Cancellation for non-g&y&wt of premium Hitson Lane, DOE # 2736. City of Font Worth, Its Officers, ]oyeea, a Servants are included as Additions? Insured on tbt General Liability and Auto*(Obllo policies' per Policy to=- CERTIFICATE HO o=-CERTIFICATEHOI,p CANQgUATION30 SHOULD AM OF TBE ABOVE PESCRIB9D POLICIES BE CANCELLED '&SPORE THE E"IPATXON DATE THEREOF, TEES ISSUING INSURER City of Fort Worth WILL &NDEAVOR TO MAIL 30 DAYS WRITTEN NOTICIX TO THE 1000 Throckmorton CERTIFICATE HOLDER NAMED To THE LZFT, BUT PAILURE TO DO SO Port Worth TX 76107 GR&LL IMPOSE No OSLIG&TION oA LIABILITY OF ANY KM UPON TM INSURER, ITS AGENT$ OR REPRESENTRTIV98. AU?k0PJZfiDRffnfTAT" ACORD 25(2001104) � �,L V V 1 8 CITY 521PRAUY FT. w'ONTH, TES . IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endomement(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. AICORD 2►poollo;) 7 a CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW J 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.2736 and City of Fort Worth Project No. P264n 6051700061831P274m705170006183. i I CONTRACTOR McClendon Construction Company, Inc. By: ` Name: ono 21*&21600, NIBIDENT i Title: OAS f ` Date: STATE OF TEXAS § COUNTY OF TARRANT § Before me the undersigned authority, on this day personally appeared ' known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act and deed of McClendon Construction Company, Inc. for the purposes and consideration therein expressed and in the capacity therein stated. i Given Under My Hand and Seal of Office this day of , 20�LV . Notary Public in a for the State of Texas I i i :e,*RYApo,4� TAMMY WILSON e Notary Public,State of Texas y F My Commission Expires March 07,2009 F EXPERIENCE RECORD t List of projects your organization has successful) completed: Amount Of Contract Type of Work Date Accepted Name and Address of Owner Award k List of projects your organization is now engaged in completing: Amount Of Contract Type of Anticipated Name and Address of Owner f Award Work Date of Completion f ' List Surety Bonds in force on above incomplete work: Date of Contract Award Type of Work Amount of Name and Address of Bond Bond Sure f 3 EQUIPMENT SCHEDULE List of Equipment owned by Bidder that is in serviceable condition and available for use: Portions of work Bidder proposes to sublet in case of Award of Contracts including amount and type: f i l Bond No. 8203-51-00 PERFORMANCE BOND THE STATE OF TEXAS § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we (1) McClendon Constructions Company,-In as Principal herein, and (2) Vigilant Insurance Coinyanv, a corporation organized under the laws of the State of(3) New York , and who is authorized to issue surety bonds in the State of Texas, Surety herein, are held and firmly bound unto the City of Fort Worth, a municipal corporation located in Tarrant and Denton Counties,Texas,Obligee herein,in the sum of Two Hundred Ei ht -nine Thousand Nine Hundred Twenty-one and 201100............................... ($289,921.201 Dollars for the payment of which sum we bind ourselves, our heirs,executors,administrators, successors and assigns,jointly and severally, firmly by these presents. 3 _a 20 • I�VVV WHEREAS, Principal has entered into a certain contract with the Obligee dated the of ,2006 a copy of which is attached hereto and made a part hereof,for the construction of: Pavement Reconstruction,Water Replacement and Sanitary Sewer Extension on Hitson Lane,from Acapulco Road to Meadowbrook Drive NOW THEREFORE, the condition of this obligation is such, if the said Principle shall faithfully perform the work in accordance with the plans, specifications, and contract documents and shall fully indemnify and hold harmless the Obligee from all costs and damages which 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. i I i 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. ATTEAI(Principa ! McClendon Construction Company,Inc. Sec PRIPainiMcClendon, 6, BY. &0 TitlePresident { (SEAL) PO Box 999 Burleson,TX 76097 i 1 (Address) �f Vigilanj Insurance any Witness as t'd Principal urety Address BY: V 0 �X ATTEST: SA o ey-in-fa KreW. Slve n (Surety)Secretary 2001 Byran Street, Suite 3400 Dallas,Texas 75201 ' T (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. f The date of bond shall not be prior to date of Contract. i Witness as Surety Jennifer R. Borock P. .Box 872 . ort Worth. Texas 76124 (Address) t I Y IMPORTANT NOTICE i To obtain information or make a complaint: You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: t 1-800-252-3439 You may write the Texas Department of Insurance at: P.O. Box 149104 Austin, Texas 78714-9104 Fax # (512) 475-1771 PREMIUM OR CLAIM DISPUTES The address of the surety company making this bond to which any notice of claim should be sent may be obtained by calling the Texas Department of Insurance at the above number. Should you have a dispute concerning your premium or about a claim, you should contact the agent or the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. j ATTACH THIS NOTICE TO YOUR BOND This notice is for information only and does not become a part or condition of the attached document. This notice is given to comply with Section 2253.048, Texas Government Code and Section 53.202, Texas Property Code effective September 1, 2001. Bond No. 8203-51-00 I i PAYMENT BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we,(1)McClendon Construction Company,Inc.,as Principal herein,and(2) Vigilant Insurance Company ,a corporation organized and existing under the laws of the State of(3) New York as surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation located in Tarrant and Denton Counties, Texas, Obligee herein, in the amount of Two Hundred Eighty-nine Thousand Nine Hundred Twenty-one and 20/100......................... . Dollars $289020)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: o s WHEREAS,the Principal has entered into a certain written contract with the Obligee dated the 96L'� uP 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,Water Replacement and Sanitary Sewer Extension on Hitson Lane,from Acapulco Road to Meadowbrook Drive 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 Iabor 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. i PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statute,to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the duly authorized' representatives of the Principal and the Surety have executed this instrument. SIGNED and SEALED this day of, 2006. i McClendon Construction Coma nc. PRIM A A S By: ! Name: Dan McClendon (P incipal) Secreta Title: President (S E A L) Address: PA Box 999 \Am�M -(X- ) y Burleson, TX 76097 j Witness as to Pflopipal Vigilarit Insurance Company SURE ATTEST: By: Name. .Kyle W. Sweeney Secretary Attorney in Fact (S E A L) Address: 2001 B,yran Street, Suite 3400 Dallas Texas 75201 *tness+asSuretyJennifer R. Borock Telephone Number: 214-754-0777 NOTE: (1) Correct name of Principal (Contractor). (2) Correct name of Surety. J (3) State of incorporation of Surety Telephone number of surety must be stated. In addition, an original copy of f Power of Attorney shall be attached to Bond by the Attorney-in-Fact. The date of bond shall not be prior to date of Contract. I i I Bond No. 8203-51-00 MAINTENANCE BOND THE STATE OF TEXAS § I COUNTY OF TARRANT § I That McClendon Construction Company. Inc. ("Contractor"), as principal, and Vigilant Insurance Company , a corporation organized under the laws of the State of New York , ("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 Two Hundred Elghty-nine Thousand Nine Hundred Twenty-one and 201900. Dollars ($289,929.20), lawful money of the United States, for payment of which sum well and truly be made i 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 Co tT15 tnr has this day entered into a written Contract with the City of Fort Worth, dated the 0V -rX006, a copy of which is hereto attached and made a part hereof, for the performance of the following described public improvements: .� - _Hitson lane, Pavement Reconsfi_r_�cti_on, Water Replacement and Samtary Sewer Extension on from Acapulco Road to Meadowbrook Drive the same being referred to herein and in said contract as the Work and being designated as project I number(s) P264-6061700061831P274-705170006183 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 1 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 i 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, I i WHEREAS, said Contractor binds itself, upon receiving notice of the need therefore to repair or reconstruct said Work as herein provided. NOW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or reconstruct said Work in accordance with all the terms and conditions of said i Contract, these presents shall be null and void, and have no force or effect. Otherwise this Bond shall be and remain in full force and effect, and the City shall have and recover from Contractor and Surety damages in the premises as prescribed by said Contract. This obligation shall be a continuing one and successive recoveries may be had hereon for successive breaches until the full amount hereof is exhausted. IN WETNESS WHEREOF, this instrument is executed in 8 counterparts, each of which shall be deemed an original, this day of , A.D. 2006. l ATTEST: McClendon Construction Company, Inc. i (S A } Contr By: ecretary Name:Dan McClendon Title: President i ATTEST: Vigilant Insurance Company (S E A L) Surety By: Secretary Nam : K e . Sweene i - Title: . Attorney-in-Fact I1 2001 Bryan Street, Suite 3)400 Dallas, Texas 75201 ' Address I I Chubb POWER Federal Insuran'ce Company Attn: Surety Department OF Vigilant insurance Company 15 Mountain View Road Surety ATTORNEY Pacific Indemnity Company Warren, NJ 07059 Know All by These Presents,That FEDERAL INSURANCE COMPANY,an Indiana corporation,VIGILANT INSURANCE COMPANY,a New York corporation, and PACIFIC INDEMNITY COMPANY,a Wisconsin corporation,do each hereby constitute and appoint Kyle W. Sweeney, Charles D. Sweeney, Bobby E. Mayo and Michael A. Sweeney of Fort Worth, Texas------------------------ each as their true and lawful Attomey-in-Fact to execute under such designation in their names and to affix their corporate seals to and deliver for and on their behalf as surety thereon or otherwise, bonds and undertakings and other writings obligatory in the nature thereof(other than bail bonds)given or executed In the course of business,and any instruments amending or altering the same,and consents to the modification or alteration of any instrument referred to in said bonds or obligations. In Witness Whereof,said FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY have each executed and attested these presents and affixed their corporate seals on this 30th day of April, 2003 i Kenneth C.Wendel,Assistant Secretary Fra k E.Robertson, ice President STATE OF NEW JERSEY i ss. County of Somerset T On this 30 th day of April, 2003 ,before me,a Notary Public of New Jersey,personally came Kenneth C.Wendel,to me known to be Assistant Secretary of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY,the companies which executed the foregoing Power of Attorney,and the said Kenneth C.Wendel being by me duly swom,did depose and say that he is Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY and knows the corporate seals thereof;that the seals affixed to the foregoing Power of Attorney are such corporate seals and were thereto affixed by authority of the By-Laws of said Companies;and that he signed said PowerofAttomey as Assistant Secretary of said Companies by like authority;and that he is acquainted with Frank E.Robertson,and knows him to be Vice President of said Companies;and that the signature of Frank E. Robertson, subscribed to said Power of Attorney is in the genuine handwriting of Frank E.Robertson,and was thereto subscribed by authority of said By-Laws and in deponent's presence. Notarial Seal `aPKRUDANA ICEtUMPFER ���OTAgy�9 Notary Public,State of New Jersey No. 2297116 p1JBt tC+ Commission Expires February 25,20 08 yr Notary Public J E V`ro CERTIFICATION Extractfrom the By-Laws of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY, "All powers of attorney for and on behalf of the.Company may and shall be executed in the name and on behalf of the Company, either by the Chairman or the President or a Vice President or an Assistant Vice President,jointly with the Secretary or an Assistant Secretary, under their respective designations. The signature of such officers may be engraved,printed or lithographed. The signature of each of the following officers: Chairman,President,any Vice President,any Assistant Vice President,any Secretary,any Assistant Secretary and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached." I,Kenneth C.Wendel,Assistant Secretary of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY (the"Companies")do hereby certify that (i) the foregoing extract of the By-Laws of the Companies is true and correct, (ii) the Companies are duly licensed and authorized to transact surety business in all 50 of the United States of America and the District of Columbia and are authorized by the U.S.Treasury Department;further, Federal and Vigilant are licensed in Puerto Rico and the U. S. Virgin Islands,and Federal is licensed in American Samoa,Guam,and each of the Provinces of Canada except Prince Edward Island;and (iii) the foregoing Power of Attorney is true,correct and in full force and effect. Given under my hand and seals of said Companies at Warren, NJ this day of W Y0� Kenneth C.Wendel,AssistAnt Secretary IN THE EVENT YOU WISH TO NOTIFY US OF A CLAIM, VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF ANY OTHER MATTER, PLEASE CONTACT US AT ADDRESS LISTED ABOVE, OR BY Telephone (908) 903-3485 Fax (908) 903-3656 e-mail: surety@chubb.com Form 15.10-0225(Ed.4-99)CONSENT f ' CITY OF FORT WORTH,TEXAS CONTRACT THE STATE OF TEXAS KNOW ALL BY THESE PRESENTS 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 1 Ph day of December, A.D. 1424, under the authority (vested in said voters by the "Home Rule" provision) of the Constitution of Texas, and in accordance with a resolution duly passed at a regular meeting of the City Council of said city , and the City of Fort Worth being hereinafter termed Owner, McClendon Construction Company,Inc.,HEREINAFTER CALLED Contractor. WITNESSETH: That said parties have agreed as follows: 1. That for and in consideration of the payments and agreements hereinafter mentioned to be made and performed by the Owner, and under the conditions expressed in the bond bearing even date herewith, E the said Contractor hereby agrees with the said Owner to commence and complete the construction of certain improvements described as follows: Pavement Reconstruction Water Replacement and Sanitary Sewer Extension on Hitson Lane from Acapulco Road to Meadowbrook Drive 2. That the work herein contemplated shall consist of furnishing as an independent contractor all labor, tools, appliances and materials necessary for the construction and completion of said project in accordance with the 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 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. f 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 OFF1r�-IM RECORD CITY Rig fflly the Department of Engineering of the City of Fort Worth and the City Council of the City of Fort Worth within a period of 80 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 z surn of$210 Per working day, not as a penalty but as liquidated damages, the Contractor and his Surety E shall be liable to the Owner for such deficiency. 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 PIans, Specifications and Contract Documents, then the Owner shall have the right to either demand the surety to take over the work and complete same in accordance with the Contract Documents or to take charge of and complete the work in such a manner as it may deem proper, and if in the completion thereof, the cost to the said City shall exceed the contract price or prices set forth in the said plans and specifications made a part hereof, the Contractor and/or its Surety shall pay said City on demand in writing, setting forth and specifying an itemized statement of the total cost thereof, said excess cost. 6 Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not any such injury, damage or death is caused, in whole or in part, by the negligence or alleged negligence of i 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_damage is caused in whole or in part by the nggligence or allezed ne-likence 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. y 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. F 7. 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 I { 1 and/or materials furnished in the prosecution of the work, such bonds being as provided and required in i Article 5160 of the Revised Civil Statutes of Texas, as amended, in the form included in the Contract Documents, and such bonds shall be for 100 percent of the total contract price, and said surety shall be a surety company duly and legally authorized to do business in the State of Texas, and acceptable to the City Council of the City of Fort Worth. t 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(includinglexcluding) alternates n/a, shall be Two Hundred Eighty-nine Thousand Nine Hundred Twenty-one and 201100...............................Dollars,($289,921.20). 9. i It is further agreed that the performance of this Contract, either in whole or in part, shall not be t sublet or assigned to anyone else by said Contractor without the written consent of the Director of the Department of Engineering. 10. t 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. 4 { 11. It is mutually agreed and understood that this agreement is made and entered into by the parties i hereto with references to the existing Charter and Ordinances of the City of Fort Worth and the laws of the State of Texas with references to and governing all matters affecting this Contract, and the Contractor agrees to fully comply with all the provisions of the same. IN WITNESS THEREOF, the City of Fort Worth has caused this instrument to be signed in 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 ,A.D., 2006 1 RECOMMENDED: CITY OF FORT WORTH BY: DIRECTOR, DEPARTMENT OF CITY MANAGER ENGINEERING APPROVED: ,. �, L 141 arc A. Ott,Assistant City Manager TRANSFORTATION/PUBLIC WORKS DIRECTOR ATTEST: McClendon Construction Company,Inc. PO Box 999 Burleson,TX 76097 CONTRACTOR 's F CITY SECRETARY (S E A L) Cori ract Authorization BY.- jfl�—waw— �—1 F DAADate TITLE Mc radon GonstruWm VN I mc RO,&)X 099 APPROVED AS TO FORM AND 19 .Ye t 76097 i LEGALITY: ADDRESS 5 [ i A . CIT TT EY - November 1960 Revised May 1986 Revised September 1992 OFFICIAL I REC��p�D CIT' SECIE li,! V ouH, nU, r{ PROJECT DESIGNATION SIGN , 4'-0" I 1q PMS-268 4 42" 4„ 6i„ 2 PMS-167 - � 3" ProjectjTitle - .-� 1 4'-0" „ 3„ 2ND LINE _ IF NECESSARY 3 12" Contractor: 22„�Co nt�ractor' N arra 2 i ” 72 12"= Scheduled Completi®n Date 2„ Year 2 5" FORT WORTH LOGO IN CHELTINGHAM BOLD ALL OTHER LETTERING IN ARIAL BOLD LOGO COLORS- FORT WORTH-PMS 288 l LONGHORN LOGO-PMS 1&7 r LETTERING-PMS 286 BACKGROUND-WHITE f BORDER-BLUE _ I �f r C,6. fi E ft - - ,t ft 11 11 _ tl r 11 =rs - uasi-rrrrrxX� . t • �1 t�t� ���d/� �Or •` f�t 6LZLii�Z Zi1 Y COnnacf/O0. =Zi 11/S1.Y�adl4rl11 11 � 11 ' I ;1•` - - 1 _ I 1.1 '. 11 11 - IE �t • - E�ZRRti itZ�` t . -rs L`�rtrrtxstt�l t 11 i; +1 1 F� 01!//Z/ "rr Tema. .Ste .orlai/ At� 2" G'WA- �io2 r, CITY WATER DEPARTMENT ! FORT WORTH, TEXAS ,olcA 44mlv 'B )oe~o0ASS 4AYour ®S 7 _ 4 C�crltr�r�tor` S�// �¢ r-��uir•�d `�'�m Trio irl �'® vtr' �+►°s �'tr vd r�/r WIJ4 �Yif off� �"®1��tivt gu�I`O' Me co")Arac1`Gr: prive fr "Ttry cl s•h&// h¢ r»cPde by Contratcter.' r� ' E•t'ist. Cb�,acr Strvica LirJt I � CITY WATEF DEPARTMENT FORT !NORTH, TEXAS � cz� Rev. 9-12 •90 i I t i - CITY WATER DEPARTMENT FORT WORTH, TEXAS �i cv. 9-"2,-go LL m s +s � o � > -" o ro . r0 -0 -a 4-J m C •L. 3 O 0 m V rn G !n 4-0 y ri-r, ro 0 LL) •�, La IL O .0 O ! r ra 1.! ,V) CIN LI f f p 0 L - � LLf LL! 13.r •� +_ f i f'i 1 Q 10 s+ al •4- w L V1 i i '�'! 1 oC ru O d U 0--Q c N }r° m If f f r.'� r .- U L) •C 43 r: r ° ° gym° ay o 1 "D 'D L U f l r l c c as > M CO W u S•• :3 ID • O to VY V! rn d 1 1 ! f I 1 F— ui -r•�rr f O z to \ ` w C) ol — w W L!J 0 Uj LL 4L j 1� r! t� e - - 133NIS : - . . ® W ©I - . LD cu I Ld w Z � 1 � I W f/J U w C3 F 1 � 1 A � � I� d, t t � ©1 � 1 1 t Paving Or Other iSurface Material i �� �•, �.f•.•;•. ti.:Q:".. •..;•_:;•: -•;.; S: � (y/� s•+- gip::.. S•. ,•. (��-•8Y♦ ,_• (^J�:.�/�L "5r � �•may `i •�� �•�/•�]•••;V,�t• `O�7Q.. z;;Y��.� •'� ;• .�i �0.�0�•.� +'. eb•s. /Z•.'•-y„I. 4!� ` :.•Or "T=� �:3 (�• •Qf'•',•r••••••~." .�s�'••+'"`a �~ ,O�Q" .O•:O D Df� •(•J,' 0�,/� •.�, ,((' '+ �, ,,./jam _ •�••�' •.; '�';'�•� I � �., •�: ..� . '• - -.}� Li Roadway Base i I w I � 1 lif Valve Operating -Nut is More Than 3' Below Pave- J ment Surface - Provide Extension Stem To 1 ' Below McKinley Iron and Steel Co. , Pavement Surface. E No. YB5 three piece valve box ] or equal . I k i Detail Pertains to All Gate Valve aGate Valve Sizes 4" Thru 12" ^_Torque bolts prior FFR F-M�••_ to backfill . i4 h Mai n j L1 TYPICAL GATE VALVE AND BOX, EXTENSION STEM DETAIL - � O 'a FIGURE 3 E l-I Mater l 1-1-78 E 2-10 Construct ion cn O �-z t tf? �lJJ Z co 0 _ U Z otf �QXONO ! o Uy X U7 O N �Q:2 � ( ¢ m Lo OZ '� - v oWoH� ` .5 � C� - Q �Q y LL it= O p-00 U Ca' (n J � z OW F- ¢ 0 o C) 0LL- 0 � o ocn ro LO , 2i3!3 V E E uvt = E � E * E �o. U, Ld Ln L13Lvm `pJE 17-1 (n C14 'o m co � E � , , CLf �u �u a � X> N to O 0 ,Lo Ea 2 � � LL- coE to . 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C-�7B Prrtasrl .','Dr�'• � .:`o � ' • Se C!/on9 0� a r�cruel, ��• I-4g/'•-E-2-/0 c G r• -0• r i � �'YBrlCd' IYlf/f OtB.o1Q�0/^ �ro�rrrs� � '•� � C'lgss F 0000 1 C'onc 61' s"AG URE a Ei -•14 Material r E2-14 Construction 5TPEEET D119 -a f- 4.0 , �r 8--#4 REBARS TYP. USE 3000f CLASS 3" TYP. ! A CONCRETE . A J � � CONC . COLLAR HEIGHT VARIES 3/4" CHAMFER TYP. PVNr. PvNT. GROUND 2.• 27� . ® 4 .s i 1 . • � �_ � GRAD RING '.�- ____. _ CASE ! CASE 2 60 MIN. • RAM NECK 30 MINIMUM CASE 1 - COLLAR SHALL EXTEND TD HEIGHT VARIES TOA OF 027 CONCRETE (REsaR REG.J SECTION A CASE 2 COLLAR SHALL EX TEND 3' BEL OK BOT,WH OF LOWEST GRADE RING (REBAR REG.J FIGURE 121 CONCRETE MANHOLE COLLAR DETAIL EI-20, 2i MATERIAL E2-20, 21 CONSTRUCTION: 4 ] — 5/16/90 , 2 I j TYPE "C" BACKFILL SEE SPEC. E1-2.4 MINIMUM 6" INITIAL I G.C.D. BACKFILL COVER — U. , I SAND MATERIAL EMBEDMENT 0 I & INITIAL BACKFILL V SEE SPEC. E1-2.3 G.C.D_ `I Z MINIMUM EMBEDMENT I Z I s � FOR WATER LINES UP TO 12" v m 43 • �' f i I j I TYPE "C" BACKFILL Z i I I SEE SPEC. E1-2.4 W MINIMUM INITIAL BACKFILL COVER: I G.C.D. CD WATER — 6" _ LTJ SEWER — 12" CRUSHEQ STONE OR SAND m STORM DRAIN — 12" '`- "I MATERIAL INITIAL BACKFILL I e oo C I SEE SPEC. E1-2.4(b) OR W E1-2.3 G.C.D. A o•O°0• Q • O Op�O po I Z MINIMUM 6Fir" EMBEDMENT ° • • • " CRUSHED STONE J SEE SPEC. E1-2.3 = G.C.D. (/} S i i cn SEWER: ALL SIZES J STORM DRAIN: ALL SIZES w ? WATER: SIZES 16" AND LARGER o J J ¢ MATERIAL SPECIFICATIONS c>' w ' SAND GRADATION O V) • LESS THAN 10% J PASSING #200 SIEVE O THE EMBEDMENT AND BACKFILL DETAILS PROVIDED ON THIS • P.I. = 10 OR LESS SHEET SHALL REPLACE APPROPRIATE PROVISIONS OF BOTH THE E1--2.4(b) AND E1-2.3 OF THE G.C.D. AND STD. SPEC. Z ITEM 402 OF THE TPW STANDARD SPECIFICATIONS FOR O i STREET & STORM DRAIN CONSTRUCTION. 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EXPANSION JOINT& F• T RLU SI TION � ( m TRAsI It t=IOM AREA(WIDTH AS REQUIRED) E1VI�gT /WATCHXISTIMOyy JOINTS OUT TER A L. AN 'VIEW Not to Scoff i F A4 mrrrt po aore tAan f'ln drple6 cell'ov teas lhoR .lLW01.1 dip1h erfll#t ree ire4e14 o/I erid, rollor Batters. yA# coatrsctorrill Da fe f"jrad to tost tl►e filler mrilh Toter hirfore fht joh k ecctpled T'COIICNETE EXIST.K.ft.AC. PALLET rVW,T 6 BA3E GUTTER Z*K.KA.C. t40.3 ¢tmm C-C TPLUSITION 140.34 14"CmC • ° - .� �'� t.�•t `..:r�::6f, .tel; f TRJIMSfTi0P4 i ITEM NO.S02 To EXIST.K AP !/2Y Sm >JYT se rvla7 II/i5E tORCAETE BASE Crushed COOICAETE MSE Limestone RESIDEMTIAL STREETS } SECTION 'A -A' Kot vo SCO/0 Tha-T 7er'7farcfd cmcrefe rall®yihallreptace the top7!bf lhepareaytat Irtth lheremviatag porPloa of forewent to be constrveled!aclud1v s0grodi lreotmenl, !lt ®ecordonce avltA the tvptc®lpartng s®elton. Te60 coaertto reller.adtlte fortraed accardtng to clty stand®rds for-carcrs/e cvrb and®utfsij® Tho coacrete shall be of iroshed and acr®snea'aggr®Beta with 9 e ta. of flr#f5Jaacrts of comsat per cubtcyard Ofcanerete - with a minimum compressive strength of 3,000 pounds per square inch in seven days. h CONCRETE VALo L EY DET, /LS April 1993