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Home My WebLink AboutContract 38055 (2)~ ,,. i... ' . :: l,. • r ·,•' .. ~r·)T' f ... · , \ ·· l ...__ r' · • • l, , 1 I I.. I . i ~ .,.• J l \. . ,' ~ \ ... , ~· .... CITY SECR ETAR J1:lIJ5-- CONTRACT NO . --- ORTH SPECIFICATIONS AND CONTRACT DOCUMENTS WATER & SEWER MAIN REPLACEl\ilENTS CONTRACT 2008A MIKE MONCRIEF MAYOR PROJECT NUMBERS: WATER-P253-6011701018 SEWER-P258-7011701018 CITY PROJECT NO. 1018 DOE NO. 6018 JUNE 2008 DALE A. FISSELER, P.E. CITY MANAGER A. DOUGLAS RADEMAKER, P.E. -DIRECTOR --------. DEPARTMENT OF ENGINEERING FF ICIAL REC ORD CITY SECRETARY FT. WO RT H, TX PREPARED BY: DEPARTMENT OF ENGINEERING [)ORIGINAL City of Fort Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 11/11/2008 -Ord. No. 18364-11-2008 DATE: Tuesday, November 11, 2008 LOG NAME: 60MWSR 2008A REFERENCE NO.: C-23185 SUBJECT: Authorize a Contract in the Amount of $2,000,000.00 with Conatser Construction TX, LP, for Water and Sewer Main Replacements Contract 2008A at Various Locations and Adopt Appropriation Ordinance RECOMMENDATION: It is recommended that the City Council: 1. Authorize the transfer of $2 ,609,100 .00 from the Water and Sewer Operating Fund to the Water Capital Projects Fund in the amount of $1,369,300.00 and Sewer Capital Projects Fund in the amount of $1 ,239,800 .00; 2 . Adopt the attached appropriat ion ordinance increasing estimate.d receipts and appropriations in the Water Capital Projects Fund in the amount of $1,369,300 .00 and the Sewer Capital Projects Fund in the amount of $1,239 ,800.00 from available funds; and 3. Authorize the City Manager to execute a contract with Conatser Construction TX , LP, in the amount of $2,000 ,000 .00 for Water and Sewer Main Replacements Contract 2008A. DISCUSSION: The work to be performed under this contract consists of replacing deteriorated water and sewer mains at various locations throughout the City that have exhibited recurring maintenance problems. The bid documents included a stipulation that the total quantities listed may not reflect actual quantities and are based on the budgeted amount of $2,000,000 .0 0 . It was also stipulated that regardless of the dollar amount bid, the contract would be awarded in the amount of $2,000,000 .00 . Final payments will be made based on actual measured quantitie s . The project was advertised on July 10 and 17, 2008 . On August 7, 2008, the following bids were received: Bidders Conatser Construction TX, LP Cleburne Utility Construction, Inc. The Engineer's estimate for this project was $2,142,610 .50 . Bid Amount $2,126,997.00 $2,188,461.50 Time of Contract 365 Calendar Days The low bidder, Conatser Construction TX, LP ., is in compliance with the City's M/WBE Ordinance by committing to 10 percent M/WBE participation and documenting good faith effort. Conatser Construction TX, LP ., identified several subcontracting and supplier opportunities. The City's goal on this project is 18 percent. http://apps.cfwnet.org/council _packet/Reports/me _print.asp 11/11/2008 ra~c;.., u1. In addition to construction cost, $60,000 .0 0 contingency is required for possible change orders , and $549,100.00 is required for design, inspection and survey services . This project is located in ALL COUNCIL DISTRICTS. FISCAL INFORMATION/CERTIFICATION: The Financial Management Services Director certifies that upon approval of the above recommendations and the adoption of the attached appropriation ordinance, funds will be available in the current capital budgets, as appropriated, of the Water Capital Projects Fund and the Sewer Capital Projects Fund . TO Fund/Account/Centers 1&2) $1,369,300 .00 P253 533010 601170101800 1&2) $1,239,800 .00 P258 533010 701170101800 fl $20,000 .00 P253 531350 601170101831 21 $30 ,000 .00 P253 531350 601170101832 fl $50 ,000.00 P253 531350 601170101833 fl $1,000.00 P253 541100 601170101841 fl $5,000.00 P253 531350 601170101842 fl $10 ,000.00 P253 531350 601170101851 fl $10,000.00 P253 531200 601170101851 fl $40,000 .00 P253 531350 6901170101852 fl $20,000 .00 P253 531200 6011701018552 fl $5,000.00 P253 531350 601170101853 fl $1 ,000.00 P253 531350 601170101860 fl $20 ,000.00 P253 531350 601170101880 21 $300 .00 P253 533010 601170101881 21 $1,000 .00 P253 533030 601170101881 21 $1 ,000 .00 P253 533040 601170101881 21 $1 ,000.00 P253 531350 601170101882 21 $1 ,030 ,000.00 P253 541200 601170101883 http://apps.cfwnet.org/council _packet/Reports/me _print.asp FROM Fund/Account/Centers 1)PE45 538070 609020 $1 ,369,300 .00 1 )PE45 538070 709020 ~ P253 541200 601170101883 ~ P258 541200 701170101883 $1 ,239,800 .00 $1,000,000 .00 $1,000,000 .00 11/11/2008 .I. a 5 \,,; J V .l. 21 P253 531350 601170 101884 $15 ,000 .00 21 P253 531200 601170101884 $30 ,000 .00 21 P253 531350 601170101885 $75 ,000.00 21 P253 51 1010 601 17010189 1 $1 ,000.00 21 P253 531350 601170101892 $3 ,000.00 21 P258 531350 701170101831 $20 ,000 .00 21 P258 531350 701170101832 $30 ,000 .00 21 P258 531350 70 1 17010 1833 $50 ,000.00 21 P258 541100 701170101841 $1 ,000 .00 21 P258 531350 70 1 170101842 $5 ,000 .00 21 P258 531350 701170101851 $5 ,000.00 21 P258 531200 701170101851 $5 ,000 .00 21 P258 531350 701170101852 $16 ,000 .00 21 P258 531200 70117010 1852 $10 ,000 .00 21 P258 531350 701170101853 $500 .00 21 P258 531350 701170101860 $1 ,000.00 21 P258 531350 701170101880 $20 ,000 .00 21 P258 533010 701170101881 $300 .00 21 P258 533030 701170 101881 $500 .00 21 P258 533040 701170101881 $500 .00 21 P258 531350 701170101882 $1 ,000 .00 21 P258 541200 701170101883 $1 ,030 ,000 .00 21 P258 531350 701170101884 $5 ,000 .00 21 P258 53 1200 701170101884 $15 ,000.00 21 http ://app s .cfwnet.org/council_packet/Reports/mc _print.a sp 1 1/1 1/2008 P258 531350 701170101885 21 P258 531350 701170101891 g} P258 531350 701170101892 $20 ,000 .00 $1,000.00 $3,000 .00 Submitted for City Manager's Office by: Fernando Costa (8476) Originating Department Head: A. Douglas Rademaker (6157) Additional Information Contact: Adolpho Lopez (7829) rage'+ or http:// apps . cfwnet. org/ council _packet/Reports/me _print.asp l 1/11/2008 SPECIAL CONTRACT DOCUMENTS FOR WATER & SEWER MAIN REPLACEMENTS CONTRACT 2008A PROJECT NUMBER(S): WATER-P253-6011701018 SEWER-P258-7011701018 D.O.E. No. 6018 CITY PROJECT No. 1018 DALE A. FISSELER, P.E. CITY MANAGER S. FRANK CRUMB DIRECTOR WATER DEPARTMENT A. DOUGLAS RADEMAKER, P.E., DIRECTOR DEPARTMENT OF ENGINEERING PREPARED BY DEPARTMENT OF ENGINEERING CITY OF FORT WORTH, TEXAS WATER & SEWER MAIN REPLACEMENTS CONTRACT 2008A PROJECT NUMBERS: WATER-P253-6011701018 SEWER-P258-7011701018 D.O.E. No. 6018 CITY PROJECT No. 1018 S. FRANK CRUMB, P.E. DIRECTOR WATER DEPARTMENT 2008 APllO~D_A-.~~0 =~-A-S-M-D~E-~~K~~~.---.~~D-m~EC_T_OR-,D-E-~-R-rn-1-~-N,-p-~-~~m-E-~-m-G ___ _ APPRO~D ~~ ~ / ~ -=-=-=--==-::-'.'.":'"=::-:-:--=::-::--::-------=-------:----:--c--::---t---=--...,...-:-:--------:--=---------KUO-CHING "PETER " FU, P.E., ENGINEERING MAN,4,G , WATER DEPARTMENT NOTICE TO BIDDERS Sealed proposals for the following: WATER & SEWER MAIN REPLACEMENTS 2008A PROJECT NUMBERS: WATER-P253-6011701018 SEWER-P258-7011701018 DOE NO. 6018 CITY PROJECT NO. 1018 Addressed to Mr. Dale A. Fisseler, City Manager of the City of Fort Worth , Texas, will be received at the Purchasing Office until 1 :30 P .M., Thursday, August 7, 2008 and then publicly opened and read aloud at 2:00 P.M. 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 , F011 Worth , Texas. Sets of documents may be purchased for a non-refundable price of $20.00. Bid security is required in accordance with the Special Instructions to Bidders. 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 expirat ion 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 specifications book or face rejection of the bid as non-responsive . It is recommended that the bidder make a copy of the forms included in the Minority and Women Business Enterprise section for submittal within the time-line stated below or the bidder may request a copy of said forms from the City Project Manager named in this solicitation. In accord with City of Fort Worth Ordinance No. 15530, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City 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, GOOD FAITH EFFORT FORM wi th 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., fi v e (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 ev idence that the documentation was received by the City. Failure to comply shall render the bid non- respons1ve. As mandated by Fort Worth City Council Resolution 3536, all cement utilized for this project shall be procured from a kiln utilizing a dry kiln process or from any kiln that does not produce an excess of 1.71b of NOx emissions per ton of clinker produced. All related costs for complying with the 'Green' Cement Policy shall be considered subsidiary to the applicable project pay items. This policy shall also apply to all cement products including concrete, and concrete products. The contractor shall complete and submit the 'Green' Cement Policy Compliance Statement (included in the contract documents) at the time of bid opening of the project. Failure to comply with the 'Green' Cement policy shall be grounds for rejecting the bid as non-responsive. During the term of the contract if cement meeting the above requirement is not available, and where cement from a non-compliant source must be utilized, the contractor shall furnish good faith effort documentation in form of letters from two North Texas cement manufacturers of 'Green' Cement stating that no stock of 'green' cement is available for the contractor at that time. These letters shall be considered valid for a maximum of one week after which new letters must be submitted to the Project Inspector if 'green' cement continues to remain unavailable. For additional information, contact Adolfo Lopez@ (817) 392 -7829. DALE A. FISSELER, P .E. CITY MANAGER Advertising Dates: July 10 , 2008 July 17 , 2008 MARTHA A. HENDRIX CITY SECRETARY Department of Engineering A. Douglas R~demaker, Director SPECIAL INSTRUCTIONS TO BIDDERS 1) PREOUALIFICATION REQUIREMENTS: All contractors submitting bids are required to be prequalified by the Fo1t Worth Water Department prior to submitting bids . This prequalification process will establish a bid limit based on a technical evaluation and financial analysis of the contractor. It is the bidder's responsibility to submit the following documentation : a cmTent 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 open ing of bids. a) The financial statement required shall have been prepared by an independent ce1tified public accountant or an independent public accountant holding a valid pe1mit 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 (I) 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 finn 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 Depa1tment shall be the sole judge as to the acceptability for financial qualification to bid on any Fort Worth Water Department project. d) Bids receive d in excess of the bid limit shall be considered non-respons ive and will be rejected as such. e) The City, in its sole discretion , may reject any bid for failure to demonstrate experience and/or expertise . f) Any proposals submitted by a non-prequalified bidder shall be returned unopened, and if inadve1tently opened , shall not be considered . g) The City will attempt to notify prospective bidders whose qualifications (financial or experience) are not deemed to be appropriate to the nature and/or magnitude of the project on which bids are to be received. Failure to notify shall not be a waiver of any necessary prequalification. 2. BID SECURITY : A cashier's check, or an acceptable bidder's bond, payable to the City of Fort Worth, in an amount of not less than five (5%) percent of the largest possible total of the bid submitted must accompany the bid, and is subject to forfeiture in the event the successful bidder fails to execute the Contract Documents within ten (10) days after the contract has been awarded To be an acceptable surety on the bid bond, the surety must be authorized to do business in the state of Texas . In addition, the surety must (I) hold a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law ; or (2) have obtained reinsurance for any liability in excess of $100 ,000 from a reinsurer that is authorized and admitted as a re insurer 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 proofrequired herein . 3. BONDS: A perfo1mance 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 . I 3 of the General Conditions is deleted and replaced with the following : 06/04/03 (a) The contractor shall comply with all requirements of Chapter 2258, Texas Government Code, including the payment of not Jess than the rates dete1mined by the City Council of the City of Fort W01th 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 ofD-3 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 . (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. 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 601g, Texas Revised Civil Statutes, the City of Fort Worth will not award this contract to a nonresident bidder unless the nonresident's bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder to obtain a comparable contract in the state in which the nonresident's principal place of business in located. "Nonresident bidder" means a bidder whose principal place of business is not in this state, but excludes a contractor whose ultimate parent company or majority owner has its principal place of business in this state . This provision does not apply if this contract involves federal funds. The appropriate blanks of the Proposal must be filled out by all nonresident bidders in order for the bid to meet specifications. The failure of a nonresident contractor to do so will automatically disqualify that bidder. 8. PAYMENT: If the bid amount is $25,000 .00 or less, the contract amount shall be paid within forty- five (45) calendar days after completion and acceptance by the City. 9. AGE: In accordance with the policy ("Policy") of the Executive Branch of the Federal Government, Contractor covenants that neither it nor any of its officers, members, agents employees, program participants or subcontractors, while engaged in performing this contract, shall, in connection with the employment, advancement or discharge of employees or in connection with the terms, conditions or privileges of their employment, discriminate against persons because of their age except on the bases of a bona fide occupational qualification, retirement plan or statutory requirement. 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 06/04/03 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 wa1nnts 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 perfonnance of this agreement. 10 . DISABILITY: In accordance with the provisions of the Americans With Disabilities Act of 1990 ("ADA"), Contractor warrants that it and any and all of its subcontractors will not unlawfully discriminate on the basis of disability in the provision of services to the general public, nor in the availability, terms and/or conditions of employment for applicants for employment with, or employees of Contractor or any of its subcontractors. Contractor warrants it will fully comply with AD A'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 asse1ted by third parties or subcontractors against City arising out of Contractor's and/or its subcontractors' alleged failure to comply with the above referenced Jaws concerning disability discrimination in the performance of this agreement. 11 . MINORITY AND WOMEN BUSINESS ENTERPRISES: In accord with City ofFort Wmth Ordinance No. 15530, the City ofF01t 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 depa1tment 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 perfo1med 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 ofnot less 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. 06/04/03 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 . 06/04/03 PART B -PROPOSAL This proposal must not be removed from this book of Contract Documents. TO: Dale A. Fisseler, P .E . F 011 W 01th , Texas City Manager Fort Worth, Texas PROPOSAL FOR: The furnishing of all materials , except materials specified to be furnished by the City, equipment and labor for the installation of four-inch through sixteen-inch water main , and six-inch through fifteen-inch sanitary sewer mains and all necessary appurtenances and incidental work to provide a complete and serviceable project designated as: WATER & SEWER MAIN REPLACEMENTS WATER PROJECT NO: P253-6011701018 SEWER PROJECT NO : P258-701 l 701018 DOE NO : 6018 CITY PROJECT NO: 1018 Pursuant to the foregoing 'Notice to Bidders', the undersigned Bidder, having thoroughly examined the Contract Documents , including plans, special contract documents , and the General Contract Documents and General Specifications for Water Department Projects , the site of the project and understanding the amount of work to be done, and the prevailing conditions, hereby proposes to do all the work , furnish all labor, equipment and material except as specified to be furnished by the City, which is necessary to fully complete the work as provided in the Plans and Contract Documents and subject to the inspection and approval of the Director of the City Engineering Department of the City of Fort Worth, Texas ; and binds himself upon acceptance of this Proposal to execute a contract and furnish an approved Performance Bond, Payment Bond, Maintenance Bond, and such other bonds, if any, as may be required by the Contract Documents for the performing and completing of the said work. Contractor proposes to do the work within the time stated and for the following sums: ITEM APPROX. DESCRIPTION OF ITEMS WITH NO. QUANTITY BID PRICES WRITTEN IN WORDS UNIT PRICE TOTAL AMOUNT (Furnish and install, including all appurtenant work, complete in place , the following items) B-1 UNIT I: WATER ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT Wl. 50 L.F. 4-Inch PVC Pipe (DR-14); Per Linear Foot: 'wen±~ f §'n+ Dollars and l'lO Cents $ c:28'. rt> $ I, L/00. oO W2. 1000 L.F. 6-Inch PVC Pipe (DR-14); Per Linear Foot: --(h\ ( h ~ }°\J.t, Dollars 35_00 $ 3'5,coo. oo andN Q Cents $ W3 . 2000 L.F. 8-Inch PVC Pipe (DR-14); Per Linear Foot: i==; v't::, :::\ ~I J-t_ Dollars and NO Cents $ 45_Db $ °1 o,ow.00 W4. 500 L.F . IO-Inch PVC Pipe (DR-14); Per Linear Foot: ~<'b'{ E.,~b-r Dollars 4g_ob andN l) Cents $ $ ;;)'j__ ooo. 00 ) W5. 1000 L.F . 12-Inch PVC Pipe (DR-14); Per Linear Foot: r. ~+~ Dollars $ 501 ow. 00 and t-JO Cents $ ~.Ob W6 . 50 L.F. 4-Inch Ductile Iron Pipe; Per Linear Foot: -(h\( b ~ f~Jt. Dollars t>t::J .bO $ I t'SO. 00 and l\,)Q Cents $ I B-2 ' ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO . QUAN TITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT W7. 100 L.F. 6-Inch Ductile Iron Pipe; Per Linear Foot: ~O:(~ Dollars $ ;..j 000.00 and '\JD Cents $ ~0.06 W8. 500 L.F . 8-Inch Ductile Iron Pipe ; Per Linear Foot: l=DY-e-::::t ~~ J-L Dollars and -..JO Cents $ 1:± '5 . {)b $ ~) c{(){). DO ) W9. 100 L.F. 10-Inch Ductile Iron Pipe ; Per Linear Foot: f=": :ft 'I t; J~ Dollars and r:JO Cents $ f{::,.V6 $ 5,500.00 WlO . 100 L.F. 12-Inch Ductile Iron Pipe ; Per Linear Foot: s ; 6-± ?l t:-~ ~ -€._ Dollars and \'\.)0 Cents $ t.os .oo $ (p,'500. 00 Wll. 250 L.F . 16-Inch Ductile Iron Pipe; Per Linear Foot: S eJ e v\+ ~ ~;JL Dollars and NO Cents $ 15.60 $ IS 750 OD I Wl2. 50 L.F. 4-Inch Ductile Iron Carrier Pipe , with Casing Spacers ; Per Linear Foot: ~{b.'-4 -rv0v Dollars ( Cents $ ~,l 06 $;) I oo. 00 and rv"Q B-3 ( ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT Wl3. 50 L.F . 6-Inch Ductile Iron Carrier Pipe , with Casing Spacers; Per Linear Foot: J-o Y-b~ f 1gh+-Dollars and NO Cents $ 4g_0D $ ~.4 0D· ~D Wl4. 50 L.F. 8-Inch Ductile Iron Carrier Pipe , with Casing Spacers ; Per Linear Foot: r=-: f ] '-I I V\..) D Dollars and ND Cents $ 5-:?. oo $ =A feOO. DO Wl5. 50 L.F . 10-Inch Ductile Iron Canier Pipe , with Casing Spacers ; Per Linear Foot: S; x+ '-l Dollars j (c, o. 00 $ 3 000.0 0 and No Cents $ W16. 50 L.F. 12-Inch Ductile Iron Carrier Pipe , with Casing Spacers; Per Linear Foot: s~ \)£ 0± '-l \ L0 D Dollars and /\) O Cents $ tJ.00 $ 3 ta CO· DD I Wl7. 50 L.F. 16-Inch Ductile Iron Carrier Pipe, with Casing Spacers ; Per Linear Foot: &'~hi:, ---J Dollars 80.oo Cents $ $ ~loo ()O an ND Wl8 . 50 L.F. 16-Inch Casing Pipe by Boring, and Jacking with Pressure Grout ; Per Linear Foot: -rwo LluNd (\~c\ Dollars and N O Cents $ JOO.Db $ /0 Cr:x) ()0 I B-4 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICE S WRITTEN IN WORDS PRICE AMOUNT Wl9. 50 L.F. 18-Inch Casing Pipe by Boring, and Jacking with Pressure Grout; Per Linear Foot: -fwo ~UNQ N clTo\(k} Dollars and 1.J O Cents $ d21J.OD $ l), 500. 00 W20 . 50 L.F . 24 -Inch Casing Pipe by Boring, and Jacking with Pressure Grout ; Per Linear Foot: /LQO W Y/\.\d r-Dcl Si x+,j t:-;\t€D ollars $ ~loS. DD and N O Cents $ )~ ~~o.°o I W21. 50 L.F. 30-Inch Casing Pipe by Boring, and Jacking with Pressure Grout ; Per Linear Foot: 1W Q lJ.Ll Nclt-0~ f ~\11 tt'W.Dollars and ND Cents $ c:2,gs.00 $ JL/,~.co W22 . 50 L.F . 16-Inch Casing Pipe by Direct Bury ; Per Linear Foot: ,=-~ f-+ --, Doilars J, Soo.oD and NO Cents $ So.Do $ W23. 50 L.F. 18-Inch Casing Pipe by Direct Bury ; Per Linear Foot: S; 25,±~ Dollars and .No Cents $ coo.oo $ ~ooo.0° W24. 50 L.F . 24-Inch Casing Pipe by Direct Bury; Per Linear Foot: sQ~~rd~ Dollars and l~D Cents $ ,o_oo $ 3 ,5QO ·oo B-5 I ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRI TTEN IN WORDS PRICE AMOUNT W25. 50 L.F. 30-Inch Casing Pipe by Direct Bury; Per Linear Foot: .~L Ne~:::i Dollars CJoD6 $ l/. 5 0 D.o0 and t::J D Cents $ j W26. 5 E.A. 4 -Inch Gate Valve w/Cast Iron Bo x and Lid ; Per Each : F: Je_ tJ ~i~d Nt::l Dollars and NO Cents $ 5ro-00 $ ;;; 2:D().00 W27. 10 E.A. 6-I nch Gate Valve w/Cast Iron Box and Lid; Per Each: S-even Wui ~Of\.Oci t'.f ±~Dollars and NO Cents $ 7~.00 $J,soo P 0 W28. 10 E.A. 8-Inch Gate Valve w/Cast Iron Box and Lid ; Per Each : 0 tY. L lhDu S-a y\ d Dollars and NO Cents $ l {2[2Q· OD $ 1 o, oao. Do I W29 . 2E.A . IO -I nch Gate Val ve w/Cast Iron Box and Lid; Per Each : ~)9,,J~~"" Uu~~ \"-!k~ Dollars $ l. ~Db OD $ J, L} DO. D 0 and ND Cents I W30 . 2 E.A. 12-Inch Gate Valve w/Cast Iron Box and Lid ; Per Each : f' I --'-j :f;_e f'-.J ~u J"-JG.Ncl Dollar s 3, C{)O 66 and N(J Cents $ !,5coD6 $ W31. 2E.A . 16-Inch Resilient-Seated Gate Valve and Vault ; Per Each : C: ~ Y\+::j ~\ ~ U ~,.~Mel Dollars an NO Cents $ ~'5wDb $ 17 000 t)b I B-6 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT W32 . 2 E.A. 16-Inch Double Disk Gate Valve and Vault; Per Each: /h' nh 8 ¥I' J\)cl ~ , < l..ee}l cx&l ~ 1J-O. ollars $ \31 '::IJJ_co $ d-], wooo and )\JO Cents i W33. 1 E .A. Cut-In 4" Gate Valve w/ Cast Iron Box and Lid ; Per Each: r:-; 1 :i e e-"-.l b! u 1--J cl. C\Od Dollars $ l1Soooo $ I 1 500.00 and "-.) o Cents ' W34. 2 E .A. Cut-In 6" Gate Valve w/ Cast Iron Box and Lid ; Per Each: cph+ee N ~l/J'.'.Ci~ Dollars $ 3 (oCQ.DO $ ) ) <;<CO.OD an l~l Q Cents 1 I W35 . 5 E.A. Cut-In 8" Gate Valve w/ Cast Iron Box and Lid; Per Each: ~o !hl)u s.Cl nd Dollars and J\JO Cents $ ;:; ocofP $ JD ooa. 00 l W36. 2 E .A. Cut-In 1 O" Gate Valve w/ Cast Iron Box and Lid ; Per Each: J ~1: ~ lw O n\J ~c\ {'Qd Dollars $ J.,)d-Do.0°$ 4,Y oo.00 and NO Cents W37. 2E.A. Cut-In 12 " Gate Valve w/ Cast Iron Box and Lid ; Per Each: -(wevV,··:::\ Ci§b 3 ~ul'Jd ~ollars and NlJ Cents $ d/8;.DO.OD $ 5,&co~0 W38 . 2 E .A. Remove and Salvage 16 " Gate Valve and Vault; Per Each: o~Uou8lncl Dollars I I ()oo.00 $ cQ ,ooa.00 and N~ Cents $ B-7 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT W39. 5 E.A. Remo ve Gate Valve and Box , Plug 12" or Smaller Mains in Separate Trench; Per Each : 01\\-Q _:jbQu z::Q rci Dollars and NO Cents $ )\ ()QO_DV $ 6.wo.oD ' W40. 10 Tons Cast Iron/Ductile Iron Fittings, Less than 16-Inch Diameter; Per Ton : +-ou ,1housa. nd Dollars and NlJ Cents $ LjJWD-00 $ Lj D,OOlJ. oD W41. 10 E.A. Standard Fire Hydrant , 3 '-6 " Bury Depth; Per Each: I tDQnt'-/ ~ v-e Wu,~~!\Q cl.. Dollars $ cJ,SoO.tP $d:5.0DD. Db and NO Cents W42. 10 V.F . Fire Hydrant Bbl. Extension; Per Vertical Foot: ....-.---· Wu Ntl l'-Q d I t>.)Q Dollars and Cents $ :)tf).DO $ d 1 tDD. oo W43 . SE.A. Remove Existing Fire Hydrant ; Per Each : 1h (~ ~ ~c\ t-Qr\ Dollars and ND Cents $ 3-,oo.Db $1,sco.06 W44. 1 E.A. Install I-Inch Air and Vacuum Release Valve w/Vault; Per Each: --r:;~ll!lo Uv<Nd~ Dollars $ ;;),dw.ob $ a,dCO . co Cents B-8 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANT ITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT W45. 1 E.A. Install 2-Inch Air and Vacuum Release Valve w/Vault ; Per Each: twe n+-~ \:'i ~\4~N_\ ~ Dollars and ):\,)O Cents $ ~, ':i::O CO $ d $CO. CO I W46. 1 E.A. Install 4-Inch Blow Off w/ 4" Gate Valve & Sump Manhole , Per Each : 1h <IQ.Q__ !hou-8l vU Dollars and '.Jl) Cents $ 3, 000, lb $ ~ CU), CD W47 . 1 E.A. 16 " x 12" Tapping Sleev e and 12-Inch Valve w/Box ; For C.I., D.I., or Concrete Main ; Per Each: +o<-t;, :I ~: v-Q. !tu 10& Nd Dollars and ND Cents $ 4,500.co $ l.J, SOD, fl:) W48. 1 E.A. 16 " x 10 " Tapping Sleeve and IO-Inch Valve w/Box ; For C.I., D.I ., or Concrete Main ; Per Each: /h\(-b:,~1E,·gbt ~U1~NdDollars $3 ,gQJ,06 $ :) gl)06D and )'.\ J rJ Cents } W49. 1 E.A. 16" x 8" Tapping Sleeve and 8-Inch Valve w/Box ; For C.I., D.I., or Concrete Main ; Per Each : 'it~ \-b-.1-ft'\ ,dur,.)0,~Dollars $ :3 2:Qo co $ 5 300. on and Nl2 Cents ) W50 . 1 E.A. 16 " x 6" Tapping Sleeve and 6-Inch Valve w/Box; For C.I., D.I., or Concrete Main ; Per Each : ID { QQ_:1bovSa ill Dollars $ 3 CCo oo $ S Cf.X) 7JD and NO Cents I I B-9 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT W51. 1 E .A. 16 " x 4" Tapping Sleeve and 4-Inch Valve w/Box ; For C.I., D.I ., or Concrete Main ; Per Each: --fueo-+ ~ i:;· ve.. U u t>1d~c\ Dollars and ND Cents $ o< ,'500.CfJ $ ;;;. f:pO. cf) I W52 . 1 E.A. 12 " x 12 " Tapping Sleeve and 12-Inch Valve w/Box; For C.I., D.I., PVC or Concrete Main; Per Each: ~O ·<J •• , ~ Q tJ-t. Wu N ~ t-.Q_ cl Dollars and NO Cents $ L/,Joo .oo $ 4 100.oD W53. 1 E .A. 12 " x 1 O" Tapping Sleeve and 10-Inch Valve w/Box; For C.I ., D.I ., PVC or Concrete Main; Per Each: --:[b' ~. ~ Dollars \ {b -1 t: I J-Q. WQ Mi cl. $ ~5oow $ ;>.CSoo. oo and NO Cents I W54. 1 E.A. 12" x 8" Tapping Sleeve and 8-Inch Valve w/Box; For C.I ., D.I., PVC or Concrete Main; Per Each: lh~~QV~Yld Dollars and N\J Cents $ 3 ,(X)v.oo $ ~ ceo.oo I W55. 1 E.A. 12 " x 6" Tapping Sleeve and 6-Inch Valve w/Box ; For C.I., D.I., PVC or Concrete Main; Per Each: -f"vJ?n± ~ ~: ~ W.u ~Q N).rl Dollars and NO Cents $ ;:), Soo.W $ d , Si)l),O 0 W56. 1 E .A. 12 " x 4 " Tapping Sleeve and 4-Inch Valve w/Box ; For C.I., D.I., PVC or Concrete Main ; Per Each: ~WDlh'Dl.!~ 0d Dollars $ ~1 t:DD,oo $ -:J{XJJ.oo and bJ_O Cents B-10 ITEM APPROX. DESCRIPTION OF ITEMS WITH NO. QUANTITY BID PRICES WRITTEN IN WORDS W57. 1 E.A. 1 O" x 10 " Tapping Sleeve and 10-Inch Valve w/Box; For C.I., D.I ., PVC or Concrete Main; Per Each: -rweo+.iS;x Uur-0~ Dollars and J-00 Cents W58. 1 E.A. 1 O" x 8" Tapping Sleeve and 8-Inch Valve w/Box; For C.I., D.I., PVC or Concrete Main; Per Each: JWPm{fwo Ll-uNd r:Qo Dollars and ]',)b Cents W59. 1 E .A. 10" x 6" Tapping Sleeve and 6-Inch Valve w/Box; For C.I., D.I ., PVC or Concrete Main; Per Each: -.--- \ UJDl~101J~nd Dollars and~O Cents ~-------- W60. 1 E.A. 1 O" x 4" Tapping Sleeve and 4-Inch Valve w/Box ; For C.I., D.I., PVC or Concrete Main; Per Each: Se\l{) ni-ee .N Y. kl~O Nlc::k Dollars and NO Cents W61. 1 E.A. 8" x 8" Tapping Sleeve and 8-Inch Valve w/Box; For C.I., D.I., PVC or Concrete Main; Per Each : -rUJE>yy}----l~o Uu AG-~ Dollars and (N O Cents W62. 1 E.A. 8" x 6" Tapping Sleeve and 6-Inch Valve w/Box; For C.I., D.I., PVC or Concrete Main; Per Each: lwo:th Ou~ ca Dollars and +i\.,...lt).,__ _______ Cents B-11 UNIT PRICE TOTAL AMOUNT $~ too .oo $ Q cno oo I ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT W63 . 1 E.A. 8" x 4 " Tapping Sleeve and 4-Inch Valve w/Box; For C.I., D.I ., PVC or Concrete Main; Per Each: s·1 )(+~e)-..J u ~/...)c1~-. Dollars and NO Cents $ J /,QDO.oo $ IJ [oDD,D6 I W64 . 1 E.A. 6" x 6" Tapping Sleeve and 6-Inch Valve w/Box; For C.I ., D.I., PVC or Concrete Main; Per Each: f: i'~l::l t ee J-J bd Id 10 ~ i'lri Dollars and 1--0 o Cents $ I goo.oo $/ ,goo oo I W65. 1 E.A. 6" x 4 " Tapping Sleeve and 4-Inch Valve w/Box; For C.I., D.I., PVC or Concrete Main; Per Each: r:, f + ee ;.J U y1-::i (l ~" Dollars and NIJ Cents $ l 500.00 $ l I Soo 00 I W66. IOE.A. 2-Inch Service Taps to Main ; Per Each : n ~}-L---rhQuS(J n d Dollars iocro.00 and h.l 0 Cents $ lt bOO.c:o $ . ) W67. 10 E.A. 1-1/2-Inch Service Taps to Main; Per Each: ~L ~ w U)'J(j, l'Q.,cl. Dollars andN\J Cents $ 9DD .CP $ 5,coo.00 ' W68. 10 E.A. I-Inch Service Taps to Main; Per Each: E \pY) t \l 11 Ncl rvc Dollars $ 8w.ro $ i l{)X). OD Cents an ~l(J B-12 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT W69. 10 E .A. 3/4-Inch Service Taps to Main ; Per Each: +:;· v-e_Jl w Nd r-QcJ Dollars $ 500CJCD and NO Cents $ $:QCO W70. 100 L.F. Install 2-Inch Copper Service ; Per Linear Foot: -:[bi {"t-'-l Dollars ,::/).()0 I Cents $ $ -3 , 000.00 and d0 W71 . 100 L.F . Install 1-1/2-Inch Copper Service ; Per Linear Foot : -----i-we n-i-~ € '§ h +--Dollars Cents and NO $ d[.Cb $,;) 800,00 W72. 1000 L.F . Install 1-Inch Copper Service ; Per Linear Foot: ~ea:±~ S, x. Dollars Cb $ ll_fo!JJD OD and 1'ln Cents $ dCa-., W73 . 100 L.F . Install 3/4-Inch Copper Service ; Per Linear Foot: ~en+~ 1=otAY Dollars $ d)y.w $'91tfOO-oo and NO Cents W74. 5 E .A. Relocate 2-Inch Service Meters , and Meter Boxes; Per Each: 8 ~1-Q_ J-l u NO 'i\rl Dollars $ c') ,soo.oD and NO Cents $ 5:X).tD I W75. 5 E.A. Relocate 1-1/2-Inch Service Meters , and Meter Boxes; Per Each: l=ou(\~~wd ~+~~ Dollars and t::::.lD Cents $ l{5D.tf:) $ di , d 50. 00 . B-13 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT W76. 5 E.A. Relocate I-Inch Service Meters , and Meter Boxes; Per Each: toy, uu)~~~ Dollars and NO Cents $ 4 ['[)(f:) $c;;:J1 cooc0 W77. 5 E.A. Relocate 3/4-Inch Service Meters , and Meter Boxes ; Per Each: -rh <«> ~U~t{8 'f:{+~ Dollars and ND Cents $ 35;?6° $ },150-00 W78 . 5 E.A. Install Multiple Service Branches For 2-Inch Copper Service ; Per Each /h,~ LL.u~d re.d Dollars $ ,?f;;o .tP $ f1 '500.DO and N (] Cents J W79. 5 E.A. Install Multiple Service Branches For I-1/2-Inch Copper Service; Per Each: -fuo Wu~~ ~~ f 1,1 Dollars and 1\,)0 Cents $ c950.oo $ /l ;:J5DDO W80. 5 E.A. Install Multiple Service Branches For I -Inch Copper Service; Per Each: --,W o Ll LA NQ t--0-<:l Dollars and NLJ Cents $ ;)[JO. bO $ 1/W ·OD W81. SOE.A. Furnish and Set Class 'C', Plastic Meter Boxes; Per Each: C)~ i! .. [u b({~od ~.C--t~ Dollars t~.DD $ l1~co.OD and NO Cents $ B-14 ITEM APPROX. DESCRIPTION OF ITE MS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT W82. 50 E.A. Furnish and Set Class 'B ', Plastic Meter Boxes ; Per Each: ---ri:Jn g LI.Nd 1\Qd Dollars $ l D, COO. co and NQ Cents $ :::rt:/b W83. 50 E.A. Furnish and Set Class 'A ', Plastic Meter Boxes ; Per Each: --riw :bl 1.1 ~cl 1~ o J 'F'r f ::! ~ Dollars and r,.J o . Cents $ ;)5o.6() $ JJSOOOO \ W84. 4000 L.F. Furnish and Lay 2-Inch Pipe and Fittings for Temporary Service ; Per Linear Foot: ~JQ_ Dollars and ,l\)Q Cents $ 5_DO $ ~c) (Xj:), Do W85. SE.A. Water Sample Station Installation, Fig. 33 or 34 ; Per Each: '°Th '0QL Ll Ll NC\ Nk-\ Dollars $ &x:/)6 (j:) and NO Cents $ Ii5c0- W86. SE.A. Relocate Sprinkler System Backflow Preventor or Control Valve & Box ; Per Each: P.v~ UurJQ t&d Dollars $ ~.soo.00 and 1:vo Cents $ 5ooCO W87. 10 E .A. Cut and Plug Existing Mains in Separate Trenches , All sizes , Day Or Night; Per Each: E ~bt w YNcl (~d Dollars g[;o_tP $ s 000-00 Cents $ an )'Jn B-15 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT W88 . 1000 L.F. Trench Safety System; Per Linear Foot: ()~ Dollars 1.00 $ LCC0 00 and :NO Cents $ • W89. 100 L.F. Extra Depth of Water Mains; Per Linear Foot: JY\'{~ Dollars 3coob and ND Cents $ 3.00 $ W90. 18L.F. 12-Inch DIP , for Sanitary Sewer Replacement at Variable Depth ; Per Linear Foot: h t:J ~ W-LA NG ('Qcl Dollars 1 oo.CXJ $ 1,ioo/D and l"JO Cents $ W91. 18 L.F . 10-Inch DIP , for Sanitary Sewer Replacement at Variable Depth; Per Linear Foot: SQ ~w-n ±~ t=',J.L Dollars ']'5.DO $ 11 3,5).DO and NO Cents $ W92. 18 L.F. 8-Inch DIP , for Sanitary Sewer Replacement at Variable Depth ; Per Linear Foot: s:~+~ ~ J ~ Dollars and f\.\D Cents $ Cos.Ob $ I 1,0 .00 W93. 18 L.F . 6-Inch DIP , for Sanitary Sewer Replacement at Variable Depth; Per Linear Foot: s·,x:+~ Dollars (dJ. cf) $ 1.0~0. oo and NO-Cents $ I B-16 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT W94 . 2 E .A. Dehole , 0 ft. -5 ft. in Depth ; Per Each: 0 hJQ '"ThouSa v1cl Dollars and NO Cents $ 1,000.00 $ d., ooo.0° W95 . 2 E.A. Dehole , 5 ft. -10 ft. in Depth ; Per Each: ,;.A).Q I Vt w u Nd l'Qc-4 Dollars and No Cents $ I , d-00· Cf:) $.) u 00 .oo I W96. 2 E.A. Dehole , 10 ft. -20 ft. in Depth ; Per Each: --rc;;o I h CM S:.a n c:-l Dollars $ L//)OD. oO and NO Cents $ ~. too, (1:) W97. 20E.A. Job Move In ; Per Each: -n ~ 'j\,DuSo Vld Dollars and NO Cents $ .. ~ (YJ),bb $ t,a Jfe 00 ~ J W98. lOE.A. Emergency Situation Job Move In ; Per Each: '---lh\ ·( b ~\ wo 4u .Nd Nlcl Dollars $ ~.trJo. 00 and NO Cents $ ~ J DD . (:J) l W99. 100 L.F. Hydro Mulch Seeding; Per Linear Foot: r--J~t Dollars and .ND Cents $$. ()0 $ =>CQ.tD WlOO. 100 L.F. Sodding ; Per Linear Foot: ~b+ Dollars an -~JQ Cents $ o-CQ $ oco.CP B-17 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT WlOI. 25 L.F. Concrete Encasement, Per Fig . 20; Per Linear Foot: --re l'-1 Dollars and J--JO Cents $ / D oo $ c?:5().60 W102. 5 C.Y. Concrete Riprap ; Per Cubic Yard: ~ o W l,/ 1'I O 6'G::J, Dollars and NO Cents $a20J.DO $ l tx;oOO I W103. 100 C.Y. Flowable Fill in Lieu of Backfill; Per Cubic Yard: ~vQni~ Dollars $ 71cco.OO and NO Cents $ 70.t:P • . W104. 10 C.Y. Crushed Limestone; Per Cubic Yard: F°;JL Dollars 500D and --.j 0 Cents $ 5 .00 $ W105. 10 C.Y. Class 'B' Concrete (2500#); Per Cubic Yard: ~~ Dollars /D6o and t>JD Cents $ $ /Do .OD W106. 10 C.Y. Class 'E' Concrete (1500#); Per Cubic Yard: -r[))Q('I{ .. ~ Dollars ;)O()O and NO Cents $ $ r2uooo B-18 ITEM APPROX . DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT W107. 100 L.F . Concrete Curb and Gutter Replacement; Per Linear Foot : ~id::-~ Dollars $ ~Ooo -00 and 1--JO Cents $ 30.00 Wl08. 100 L.F. Concrete Curb Attached to Concrete Pavement Replacement ; Per Linear Foot: -ri:>en±4 Dollars and b.\O -Cents $ o)(J.bO $ ~ 00'(). 00 ~ l W109 . 200 S.F. Concrete Sidewalk or Driveway Replacement ; Per Square Foot: ~J§h+-Dollars Cents $ 15.00 $ h loOO. OD an /'JO J WllO. 750 S.F . Replace Paving in Parking Areas ; Per Square Foot: S;2{ Dollars and /Y 0 Cents $ (0 .0o $ !l:_.500, 00 ' Wl 11. 500 L.F. Concrete Pavement on 2:27 Concrete Base ; Per Linear Foot: f;~x+-:f-Dollars $ 3 0 /X:O.ro and N D Cents $ (d).txJ J Wl12. 2500 S .F. Concrete Pavement Replacement, over Existing Base ; Per Square Foot : SQJ-0\ll Dollars J .t:O $ I ] "S' O(). co and N D Cents $ I B -19 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT WI13 . 100 L.F . Brick on Reinforced Concrete Base; Per Linear Foot: ~C?\J-f> n+~ t--'· Dollars ,_, J L and NO Cents $ 150D $ 7,500. cP WI14. 500 L.F. Min 2-Inch HMAC on 2:27 Concrete Base ; Per Linear Foot: hf f---1 Dollars and ND Cents $ 50.00 $ ;25 ooo .0 b I WI15. 2500 S .F. Min 2-Inch HMAC Pavement Replacement over Existing Base ; Per Square Foot: lb ('Q{2__ Dollars 3 .bt> $ 7, '5{)(). O'D and N D Cents $ WI16. 500 L.F . 2-Inch HMAC on 2:27 Concrete Base ; Per Linear Foot: ~; f+.-1 Dollars ~ODD and tJ o' Cents $ $d:'.5.tc000 ' WI17. 100 L.F. Min 1-1/2 -Inch HMAC on Reinforced Concrete Base ; Per Linear Foot: -f-o< t:. ~ E\§ h+-Dollars $ y.g6D $ L/ xw.oo Cents and N I WI18 . 100 L.F. 2-Inch HMAC on 8-Inches Crushed Stone Base (Temp . Pvmt.); Per Linear Foot: J h°i("t ~ Dollars $ ~[)CD.DO and /\..It) Cents $ 3n .oo B-20 ITEM NO. WI19. WI20. Wl21. Wl22. APPROX . DESCRIPTION OF ITEMS WITH QUANTITY BID PRICES WRITTEN IN WORDS 1000 L.F. 2-Inch Hot Mix Rolled Temporary Pavement , Fig. A ; Per Linear Foot: / t-ce\ \){) -Dollars and I\JO Cents • I 000 L.F. Flex Base Material , Temporary Paving Repair, Fig. A ; Per Linear Foot : IEN Dollars and NO Cents 50 E .A. Traffic Permit for Utility Street Cuts; Per Each: Fifty Dollars and No Cents 20E.A. Traffic Control Plan Design and Installation as Required; Per Each: ~ (Qe_ ~ U Nd 1\.Qd Dollars and [\)0 * Type of Pipe Used PVC DR-14: DIP Class 51 : __ _ Cents TOTAL AMOUNT BID B -21 UNIT TOTAL PRICE AMOUNT $ J,J..ob $ JJ. C15(). co , $ J 0. 00 $ 10,000. cI:> • $ 50 .00 $ 2.500 .00 $ 30000 $ lo.Cbo 60 • $ 9 ~Lo, Lj so. 00 UNIT II: SEWER ITEM APPROX . DESCRIPTION OF ITEMS WITH UNIT TOTAL NO . QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT Sl. 50 L.F. 6-Inch PVC Pipe , 0 Ft. - 6 Ft. Trench Depth ; Per Linear Foot: i="t;1.fb---1 ~~ Dollars LJ '.5 . oO and Nb Cents $ $ o< ,~"S O. C:o S2. 50 L.F. 6-Inch PVC Pipe , 6 Ft. - 8 Ft. Trench Depth; Per Linear Foot: r=-iti~ Dollars and 1,10 Cents $ 5o.oO $ ;)..,soo.°.b S3 . 50 L.F. 6-Inch PVC Pipe , 8 Ft. -10 Ft. Trench Depth; Per Linear Foot: ~~ i1~ t:-') -}L Dollars and NO Cents $ 55.00 $ d r-iso .o.b ' S4 . 50 L.F . 6-Inch PVC Pipe , 10 Ft. -12 Ft. Trench Depth; Per Linear Foot: s i l i=-:f-Dollars ~o.Ob $3pro.0 ~ and NQ Cents $ S5 . 750 L.F . 8-Inch PVC Pipe, 0 Ft. - 6 Ft. Trench Degth; Per Linear Foot: r ·1 ~t:f. Dollars 3]. t(f:n ~o and L--JQ Cents $ 6.o.DO $ B-22 ITEM APPROX . DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT S6. 750 L.F. 8-Inch PVC Pipe, 6 Ft. - 8 Ft. Trench Depth ; Per Linear Foot: F ;:f+:::t ~)~ Dollars S5.oo $ L/l1 ~5D~ and NO Cents $ S7. 200 L.F. 8-Inch PVC Pipe , 8 Ft. -IO Ft. Trench Depth ; Per Linear Foot: S, ~+;4 Dollars (po.CP and J"\\ 0 Cents $ $ JcJ.,(X)0 ,0? S8. 100 L.F . 8-Inch PVC Pipe , IO Ft. -12 Ft. Trench Depth ; Per Linear Foot: s;'l(+:::! r~~ Dollars $ ~5 .00 and [\JO Cents $ 4J5)0,C:O _ S9 . 100 L.F. 8-Inch PVC Pipe, 12 Ft. -14 Ft. Trench Depth ; Per Linear Foot: 2:)Q0Qn±~ ~~ Dollars 7':5. 00 $ 7,500.0? and "-10 Cents $ S10 . 100 L.F. 8-Inch PVC Pipe , 14 Ft. -16 Ft. Trench Depth; . Per Linear Foot: E~Y,b~ \:::-'~~ Dollars 85 .00 $ o,SOD O? and N O Cents $ SI I. 100 L.F. 8-Inch PVC Pipe, 16 -Ft. -18 Ft. Trench Depth ; Per Linear Foot: 0 N"L Lbu Nd Md Dollars $ [Dooo $ ) 0 {)()D . o~ and ND Cents B-23 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO . QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT Sl2. 200 L.F. 10-Inch PVC Pipe , 0 Ft. - 6 Ft. Trench Depth; Per Linear Foot: l-i .f -J ?I Dollars soob $ tO ooo.0 ? and NO Cents $ Sl3. 200 L.F. 10-Inch PVC Pipe, 6 Ft. -8 Ft. Trench Depth ; Per Linear Foot: ~. t ~~ ~JJJL. Dollars 55ob $ 11 ,000. 0 .0 and NO Cents $ Sl4. 200 L.F. 10-Inch PVC Pipe, 8 Ft. -10 Ft. Trench Depth ; Per Linear Foot: S;x±~ Dollars 00.00 $ 1 ;;.,, CXX> o_o and NO Cents $ Sl5 . 100 L.F . 10-Inch PVC Pipe, 10 Ft. -12 Ft. Trench Depth ; Per Linear Foot: ~1 ~6 i=-: J{, Dollars $ (0500 $ (p 1 '5CO, ~t) Cents SI6. 100 L.F. 10-Inch PVC Pipe , 12 Ft. -14 Ft. Trench Depth; Per Linear Foot: SQ~ .Q n-t ~ }:::'; \J ~ Dollars $7'5.00 $ ---z.soo.?0 and NO Cents Sl7. 100 L.F . 10-Inch PVC Pipe, 14 Ft. -16 Ft. Trench Depth; Per Linear Foot: £.;§h :±'4 ~:vL Dollars 85 6 'D X' 00 and ND Cents $ $ _, '5JJD .. B-24 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO . QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT Sl8. 100 L.F. 10-Inch PVC Pipe, 16-Ft. -18 Ft. Trench Depth ; Per Linear Foot: 0 vL.LJ U tv cl C~ c-l Dollars 100 06 OC) and Al0 Cents $ $ /0/XJD ' Sl9. 100 L.F . 12-Inch PVC Pipe , 0 Ft. - 6 Ft. Trench Depth; Per Linear Foot: .t:=","£_-1~ t:-i J t ~ Dollars 5 5 60 $~500-~ Cents $ and I\) ( S20 . 100 L.F . 12-Inch PVC Pipe , 6 Ft. - 8 Ft. Trench Depth; Per Linear Foot: s, (± .... , Dollars $ (oQCP $ V!i ()00,~ and l\.)O ( Cents ' S21. 100 L.F. 12-Inch PVC Pipe , 8 Ft. -10 Ft. Trench Depth ; Per Linear Foot: :J~j ~;vc Dollars $ &?5.()b {)O Cents $ (t;,5oo . S22 . 100 L.F. 12-Inch PVC Pipe , 10 Ft. -12 Ft. Trench Depth ; Per Linear Foot: ~\lf'~i~ Dollars $]1000.0° and J'.'l D Cents $:J QOb I S23. 100 L.F . 15-Inch PVC Pipe, 0 Ft. - 6 Ft. Trench Depth ; Per Linear Foot: s· Dollars $,cw~ anJ~ Cents $ (po. 0 0 B-25 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT S24. 100 L.F. 15-Inch PVC Pipe, 6 Ft. - 8 Ft. Trench Depth; Per Linear Foot : Sec.,e V J:! ~ Dollars $ z C(J(J .o o. and N 0 Cents $ ]0. DO S25. 100 L.F . 15-Inch PVC Pipe , 8 Ft. -10 Ft. Trench Depth; Per Linear Foot: Ei·~ r\_"1~ Dollars $~tr;o.oo. and NO Cents $ &J .00 S26. 100 L.F . 15-Inch PVC Pipe , 1 0 Ft. -12 Ft. Trench Depth ; Per Linear Foot: ~ l Ne,{;,~ Dollars $ i(XXJ.O? and NO Cents $ 9o.o0 S27. 100 L.F. 6-Inch Ductile Iron Pipe , 0 Ft. - 6 Ft. Trench Depth ; Per Linear Foot: -r; i }-.... , Dollars and N O Cents $ El).oo $ 5,oco.o~ S28. 100 L.F. 6-Inch Ductile Iron Pipe , 6 Ft. - 8 Ft. Trench Depth; Per Linear Foot: hf±~ ~;J-L Dollars $ 55D0 $ 5, '5000.0 and NO Cents S29 . 50 L.F. 6-Inch Ductile Iron Pipe , 8 Ft. -10 Ft. Trench Depth; Per Linear Foot: S"i tS:1:~ Dollars [pO .ob $ ~cOOJ -~o and /'J {'") Cents $ B-26 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT S30 . 50 L.F . 6-Inch Ductile Iron Pipe , 10 Ft. -12 Ft. Trench Depth ; Per Linear Foot: 5 i x+:::i f'; ""-L Dollars $ 6f5. oO cP and Cents $ 3,J..50 .. S31. 200 L.F. 8-Inch Ductile Iron Pipe , 0 Ft. - 6 Ft. Trench Depth ; Per Linear Foot: ~i~t:?S Dollars $ l!)O.C() $ /J.. coo.O? and N Cents S32 . 200 L.F. 8-Inch Ductile Iron Pipe , 6 Ft. - 8 Ft. Trench Depth ; Per Linear Foot: S1JS-t~ Pi~ Dollars $ Cp500 Cents $\3 CXX:t 0 ? and 1'-J ) S33. 200 L.F . 8-Inch Ductile Iron Pipe , 8 Ft. -10 Ft. Trench Depth; Per Linear Foot: Sevon:±~ Dollars $10.00 ~ oo Cents and [\\O $} ,ooo .. S34 . 100 L.F . 8-Inch Ductile Iron Pipe , 10 Ft. -12 Ft. Trench Depth ; Per Linear Foot: SR0-0n1~ ~~ Dollars $ j 5.oo $ 7 1 SoD.?0 and NO Cents S35. 100 L.F. 8-Inch Ductile Iron Pipe , 12 Ft. -14 Ft. Trench Depth; Per Linear Foot: ~i ~u't~ Dollars so.oo $e i[J.JO . O_O Cents $ B-27 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT S36 . 100 L.F. 8-Inch Ductile Iron Pipe , 14 Ft. -16 Ft. Trench Depth ; Per Linear Foot: Ni Ne. -l:.----1 Dollars and tyO Cents $ CJo .oo $ 2coooo_ S37. 100 L.F. 8-Inch Ductile Iron Pipe , 16 Ft. -18 Ft. Trench Depth; Per Linear Foot : DJJe_ LI u1'.lci Nd Dollars I DO. oo and NO Cents $ $ !D1otD. 0.0 S38. 100 L.F. 8-Inch Ductile Iron Pipe , 18 Ft. -20 Ft. Trench Depth ; Per Linear Foot: (') >J--L u. Ll N (\ ~ d-T~ N Dollars I IQ.DD $ JI, ow. 0 ~ and /\JO Cents $ ) S39 . 200 L.F. 10-Inch Ductile Iron Pipe , 0 Ft. - 6 Ft. Trench Depth ; Per Linear Foot : .S; 6±:=('w o Dollars UJ d-. ()b $ /;) 40D ?D and J\JO Cents $ S40. 200 L.F. 10-Inch Ductile Iron Pipe , 6 Ft. -8 Ft. Trench Depth; Per Linear Foot: s;~3 &J-en Dollars Cents and l $ t_; 7_00 $ /~ L/C(). ~ D S41. 200 L.F. 10-Inch Ductile Iron Pipe, 8 Ft. -10 Ft. Trench Depth; Per Linear Foot : _.,.- 59,veYli~ l v)o Dollars $ 1 d-_.60 t) t) and ND Cents $ J Lf I L/-CD .. I B-28 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT S42. 100 L.F. 10-Inch Ductile Iron Pipe , 10 Ft. -12 Ft. Trench Depth ; Per Linear Foot: E~h-+'4 Dollars $ go.oo $ g ODO. or: an-1'.)() Cents ,~ S43. 100 L.F. 10-Inch Ductile Iron Pipe , 12 Ft. -14 Ft. Trench Depth ; Per Linear Foot: £ f§hj'-J t:v'L Dollars ~stP $ 8)5co.C? and /\JD Cents $ S44. 100 L.F . IO-Inch Ductile Iron Pipe , 14 Ft. -16 Ft. Trench Depth ; Per Linear Foot: JJ 1 tJe{,,4 Dollars $90. oo $ J10D0/>.D and 'b }() Cents J S45. 100 L.F. I 0-Inch Ductile Iron Pipe, 16 Ft. -18 Ft. Trench Depth; Per Linear Foot: 0v--Q.. JJ 14 N Q ~d Dollars $ /D 1Doa ~o and 1\)0 Cents $ /00,CD S46 . 100 L.F. I 0-Inch Ductile Iron Pipe, 18 Ft. -20 Ft. Trench Depth; Per Linear Foot: 0 11 2.. \Ju ~GtJJ~ \QN Dollars Jl0-00 $ II I ODD . ~ 1) and )\)0 Cents $ S47. 50 L.F. 12-Inch Ductile Iron Pipe , 0 Ft. - 6 Ft. Trench Depth ; Per Linear Foot: S 'n( ~ ~ i=:', J-L Dollars eos .0 o $ 3 )d5o . C? Cents $ and ~L B-29 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO . QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT S48. 50 L.F. 12-Inch Ductile Iron Pipe , 6 Ft. - 8 Ft. Trench Depth; Per Linear Foot: SP 1W n~ '-'( Dollars 10.00 and NO Cents $ $ 3,5co.o_o S49. 50 L.F . 12-Inch Ductile Iron Pipe, 8 Ft. -10 Ft. Trench Depth ; Per Linear Foot: .S ~ 1.1 e n 1 '"I t~ v-L Dollars 1500 $ 3,1SD.o _o and NO Cents $ S50 . 50 L.F . 12-Inch Ductile Iron Pipe , 10 Ft. -12 Ft. Trench Depth; Per Linear Foot : E;pb, "'' t:: J~ Dollars 't5 . oD $ ~l)SD. o.o Cents $ an Nl) S51. 50 L.F. 16-Inch Ductile Iron Pipe , 0 Ft. - 6 Ft. Trench Depth; Per Linear Foot: I,~~.{ V)-+ ~ ~: J-L Dollars $ 15.00 ' $ 3;15D.°.0 and j\)O Cents S52. 50 L.F . 16-Inch Ductile Iron Pipe, 6 Ft. - 8 Ft. Trench Depth; Per Linear Foot : £ ,~b--\-"I t'~ ~ Dollars 5?5. Db $ ~ ;;J.50 -~ o and NO Cents $ ' S53. 50 L.F. 16-Inch Ductile Iron Pipe, 8 Ft. -10 Ft. Trench Depth; Per Linear Foot: ~·,~~ ~~ Dollars $ gsoo $ '-I 7s o. ?0 and ,-.Jo Cents B-30 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT S54. 50 L.F . 16-Inch Ductile Iron Pipe , 10 Ft. -12 Ft. Trench Depth ; Per Linear Foot: O~fl uJJ d ~ cl ~; Je.... Dollars $ /05.oo $~50.07? and h, )0 Cents 0 ) S55. 25 L.F. Bore & Jack 4" DIP w/Pressure Grout ; Per Linear Foot : O~-t ~ u Na~ ~ :t-\ N J-J Dollars ))S_oO ~~500 andN O Cents $ $ ) . S56. 25 L.F. Bore & Jack 6" DIP w/Pressure Grout ; Per Linear Foot : Q>J.Q._«fJU N d~ Jt\\{4::,1 Dollars and sJ O Cents $ 130 .. 00 oo $ ~)J::50.. S57. 25 L.F. Bore & Jack 8" DIP w/Pressure Grout ; Per Linear Foot: 0 J\}Q_J~ U~Q f\Od ~: t,-~ Dollars $ JCSO. oo $ 3>750.?D and NO Cents S58. 25 L.F. Bore & Jack 1 O" DIP w/Pressure Grout; Per Linear Foot: o~JuN CNd S)1--+~ Dollars $ J(oQ .DO t5D and N D Cents $ :t \000~ . S59 . 25 L.F . Bore & Jack 12 " DIP w/Pressure Grout; Per Linear Foot: D >J Q.., \-kt.N Ci wd fi~n :,.)Dollars and N Q Cents $ ,w.60 $ LL ,Sov.o_o B-31 ITEM APPROX. DESCRIPTION OF ITEMS WITH NO. QUANTITY BID PRICES WRITTEN IN WORDS S60 . 25 L.F . Bore & Jack 16 " DIP w/Pressure Grout ; Per Linear Foot: --r LDO il U Nd r-Od Dollars and .NO Cents S61. 20 E.A. Standard 4-Foot Diameter Manhole to 6 Feet Depth; UNIT TOTAL PRICE AMOUNT $ dC0oD $ ~cco .0 ? Per Each: ~ '\hru.,, ,rhou-se,J\J.. ·,Dollars ~ G;::o and_ NO Cents $_3,0oo -~ $~ l..t>O, ooo. S62. 20V.F. Additional Depth Over 6 Foot of Standard 4-Foot D iameter Manhole ; Per Vertical Foot: ~UJO ULA N () Md Dollars ;;;too. oo and NO Cents $ $ 4 ,ooo.0 C? S63. SE.A. Standard 4-Foot Diameter Drop Manhole to 6 Feet Depth ; Per Each: 1nlf :\-0 ~ i Ve., ~d.f~ Q-~o and ND Cents $_ 3,soo. ·$. 11 1 5DD·-__ e_ S64. 5V.F. Additional Depth Over 6 Foot of 4-Foot Diameter Drop Manhole ; Per Vertical Foot: -:-n { uj,\;wJ<l OOc\ ~lars ~ e__ and NU Cents $~.oo_ $_ \_;sco.oo S65. SE.A. External Drop into an Existing Manhole to 6 Feet Depth; Per Each: ~U1~1\QJ ~rs ~.<ZJ \J~ ~ -. .e__.... and_ )\)0 Cents $_ /~.oo .00 s ~;coo .oo B-32 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT S66. 5 V.F. Additional Depth Over 6 Foot of External Drop into an Existing Manhole ; Per Vertical Foot: ,h f<?.Q__ bl u r-JJ r e..d Dollars $ ?:;:Jo.OD and )'\)0 Cents $1 ,sco.ao . S67. 5 E.A. Shallow Cone Section Manhole, Per Fig. 105; Per Each: e -rhv-ee. "'lhot,':,:1 VO Dollars 4 ~cco u6 $~(JG ano.D)O Cents S68. 20E.A. Concrete Collar for Manhole, Per Fig. 121 , Per Each: m~ Hu.,,'1 dl"ecl Dollars $ 50000 $ lD, ()Ct). D? and NO Cents ' S69. 20 E.A. Watertight Manhole Inserts, Per Each: ~,f:!~ Dollars 5 0 00 ] oO <1nd ,/'\)Q Cents $ $ I (JOO .. I S70. 10 E.A . Stainless Steel Locking Manhole Inserts , Per Each: ~ .Wu t>J d Md Dollars $d OOQ. OD and J\JO Cents $ :JCXJ. 00 I S71. 20 E.A. Vacuum Test for Sanitary Sewer Manhole; Per Each: 1) ]J Q_Jj_ u N d1'D-d Dollars and jAJ 0 Cents $ J DO.oo $ ~ {)O(). 06 I B-33 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT S72. 5 E.A. Adjust & Seal Existing Manhole , Per Each: <SeJf> n -W-u1~dl\Qd Dollars and ,1vO Cents $ 100.00 $3,SXJoO _ S73. SV.F. Interior Protective Manhole Coating; Per Vertical Foot: il,(b +J u NO f'Qd Dollars $ ~o.co $ /l {J)O.D(). and r JO Cents S74. SE.A. Remove Existing Sewer Manhole ; Per Each: m y-e_ e J-! u )~ cl v\Qd.. Dollars $ 3co.oo and ND Cents $ f 1 '5WJ>D _ S75 . 5 E.A. Abandon Existing Sewer Manhole ; Per Each: Fd Q_ kL1 N cl ~ Dollars $ d-, $CO.()~ and f\lO Cents $ 5)o.ll0 S76 . 100 E.A. 4-Inch Sanitary Sewer Service Tap ; Per Each: h v~ I-] U Ncl <\tcl-ti ~4 :;{ Dollars $ $50.oO $ 55 [)DD. o_a and N l) Cents S77 . 25E.A. 6-Inch Sanitary Sewer Service Tap ; Per Each: s ; X /~ u Nd r\.Q.dlUJ?mtb'@ollars and N O Cents $ u;J5DO $ I 51 (o£5. ?6 S78. 25 E.A. 8-Inch Sanitary Sewer Service Tap; Per Each: S)J< DU 1\tlMc:l r:'1 +-'+ ~ Dollars $ I tp_,;J.'50. D_D and !>JO Cents $ l;50,0CJ B-34 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT S79 . 500 L.F. 4-Inch Sanitary Sewer Service Line Replacement or Installation; Per Linear Foot: roo;; i ~~ J e__ Dollars ~soo $ .)d . 5c0. o.o and vO Cents $ S80. 100 L.F . 6-Inch Sanitary Sewer Serv ice Line Replacement or Installation ; Per Linear Foot: I-~ f j_--l Dollars SD.oo $ 5 J)oo 0 ~ I and }J D Cents $ S81. 100 L.F . 8-Inch Sanitary Sewer Service Line Replacement or Installation ; Per Linear Foot: F;J:~ J::-:i~ Dollars $ 55.oO $5.soo.°? and tJO Cents S82 . 100 E .A. 4-Inch PVC Sanitary Sewer Service Two-Way Cleanout ; Per Each: 0 NQ.. Liu NGMcl h t1 ~ Dollars iso.00 00 and NO Cents $ $ )_5,(X)O . S83 . 100 E .A. 6-Inch PVC Sanitary Sewer Service Two-Way Cleanout; Per Each: o~ uu ~clf\Q tl ):':i~ 4 Dollars 1so.60 $ i:;/X>Q ~ and Nb Cents $ S84. 100 E .A. 8-Inch PVC Sanitary Sewer Service Two -Way Cleanout; Per Each: Q,,JQ_J Jy ;,J() "-0 cl ~ ti ~ Dollars tt,O. oD 00 and ~}Q Cents $ $ J'\ooo. . B-35 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT S85. 100 E.A. 4-Inch Cast Iron Sanitary Sewer Service Two-Way Cleanout ; Per Each : -r;:O ~ u N cl f-W Dollars ;)oo.tP and NO Cents $ $~qC>aJ.~ S86. 100 E.A . 6-Inch Cast Iron Sanitary Sewer Service Two-Way Cleanout; Per Each: lwo ll u,J~~--(\VPm---/ ~f L Dollars $ J.,a..5_00 $dd 5tl). 0.0 and tvD Cents I S87 . 100 E.A.. 8-Inch Cast Iron Sanitary Sewer Service Two-Way Cleanout ; Per Each: ~V ~l-/NdMcl ~i f -t ~ Dollars and rJD Cents $ ;2,5().Db $~CCQ . c_o S88. SE.A. Cut and Plug Existing Mains All Sizes Any Depth, Day or Night; Per Each : s;"' Ll u/Jd<~ Dollars wco .tP 3 tf:XJ.o _a and ND Cents $ $ S89. 1500 L.F. Trench Safety System; Per Linear Foot: __;----j wo Dollars a . oo 3 1CX:O· 0 <: and ('J O Cents $ $ S90 . 20 E.A. Job Move-In; Per Each: \\t\<ee--rhou~m Dollars $ 3~mo.cP D. Db and ~)Q Cents $ ((2_ I Q')). B-36 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT S91. 10 E .A . Emergency Situation Job Mo ve -In ; Per Each : --rh'1(~jwo ~UNQN?cl Dollars $ ~ fX>D _Dt>. and N D Cents $~ J...oo.Oo I S92 . 25 L.F. Hydro Mulch Seeding ; Per Linear Foot: 5)x Dollars ~.oo 1::0.c:o and t--.\ O Cents $ $ , S93 . 25 L.F . Sodding ; Per Linear Foot: JeN Dollars 10 .oo and NO Cents $ $ d50.0D _ . S94. 25 L.F. Concrete Encasement , Fig. 113 ; Per Linear Foot: r:7 J + ef>AJ Dollars 15.60 3 75. ()~ and "l J.:2 Cents $ $ " S95. IOC .Y. Concrete Riprap; Per Cubic Yard: /wo -Wu lJd I\Qd Dollars $ Joo.Do $o<1 [ODD~ and NO Cents S96 . 20 S .Y. 12" Rock Riprap ; Per Square Yard : CI§h i '-J ~:Ve_ Dollars i5.0D $ 1170000 and N O Cents $ S97. 20 S.Y. 18 " Rock Riprap; Per Square Yard: VNQ_ LJ u~YQJ Dollars $ too (JO $ ~. Q[D. {){) and ND Cents ; B-37 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT S98 . 20 S.Y. 24" Rock Riprap ; Per Square Yard: 0 A>Q_,~ l/ rJd ~ I uW f\ i --l Dollars and Jv O Cents $ l:).Q.00 $ d, t./Cb· oo S99. 100 C.Y. Flowable Fill in Lieu of Backfill ; Per Cubic Yard: ~i>evrt ~l Dollars Jo.DO $ ]/JXJ.oo and /\JO I Cents $ SlOO . 5C.Y . Crushed Limestone; Per Cubic Yard : JeN Dollars 10 .oo g:J.66 and 1-.J 0 Cents $ $ S 101. 5 C.Y. Class 'B' Concrete (#2500); Per Cubic Yard: -f l,l)e n+'--1 Dollars c:QQ. DD $1 oo. 00. and 1'.\l 0 Cents $ S102. 5 C.Y. Class 'E ' Concrete (#1500); Per Cubic Yard : -iwe n+-'--l Dollars :J o.DO I oo. oo . and NO i Cents $ $ . Sl03. 200 S.F . Concrete Sidewalk or Driveway Replacement ; Per Square Foot: I Luej v"L Dollars 1~_oo $ ~/fCfJ. ~o and fv0 Cents $ 8-38 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUAN TITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT S104 . 100 L.F . Concrete Curb and Gutter Replacement; Per Linear Foot: 1hi {-b-~ Dollars ,30 .00 $ 3 OO cJ ~CJ ~ and 100 Cents $ S105. 100 L.F. Concrete Curb Attached to Concrete Pavement Replacement ; Per Linear Foot: LW:9 n+ :i Dollars $ Qf[), oo $Q, [00, cl> and N 0 Cents S106. lOOL.F. Concrete Pavement on 2:27 Concrete Base , Per Fig. 1; Per Linear Foot: -,t Dollars cC> $~ <X>Q..C? :Ud ij Cents $ SD. S107. 500 S.F. Concrete Pavement Replacement, Over Existing Base; Per Square Foot: Ci9}-i-Dollars 5$. 0 () :!1 000, oc, Cents $ $ and 0 S108. 50 L.F. Brick on Reinforced Concrete Base , Per Fig . 3 ; Per Linear Foot: .S-eue n-+ ~ +:'; J£_ Dollars $ ,5.00 $3 ;$0_6~ ( and t.JO Cents S109 . 250 L.F . Min 2-Inch HMAC on 2 :27 Concrete Base , Per Fig. 4 ; Per Linear Foot: +7, -\--+ '-I Dollars So.oo $ I<:} 5"00.?0 and ,Na Cents $ B-39 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO . QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT Sl 10. 500 S.F. Min 2 Inch HMAC Pavement Replacement, over Existing Base ; Per Square Foot l\).)f)h~ '-( Dollars ()O_oo and NO Cents $ $ /OJ:;{),:>. oO I Sll l. 500 L.F. 2-Inch HMAC on 2:27 Concrete Base, Fig. 5; Per Linear Foot: ~; f-}t Dollars 50.DD 5 oO Cents $ $d ,oco,. and N Sl 12. lOOL.F . Min 1-1/2-Inch HMAC on Reinforced Concrete Base , Per Fig . 2; Per Linear Foot: ~y t:-'-/ E \·~h-t-. Dollars $ 4 ~,00 $ 4eao. C? and NO Cents Sl 13. 1500 L.F. 2-Inch HMAC on 8" Crushed Stone Base (Temp. Pvmt.), Per Fig. SR; Per Linear Foot: [UJQ(')1 ~ t; -.1'-t Dollars c:2:5 _60 $37E'C0-~ 0 and 1:-JO Cents $ Sl 14. 1500 L.F. 2-Inch Hot Mix Rolled Temporary Pavement Fig. A; Per Linear Foot: --.--l~\0-Q_..e Dollars 1)..00 $ l K'1 CCO, ~o and N O Cents $ Sl 15. 1500 L.F. Flex Base Material for Temporary Pavement Repair, Fig. A; Per Linear Foot: -fer-J Dollars bO L :S 10t0..oO and NO Cents $ LO. $ B-40 ITEM APPROX . DESCRIPTION OF ITEMS WITH UNIT TOTAL NO . QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT Sl 16 . 750 S.F. Replace Paving in Parking Areas; Per Square Foot: Soe~ n Dollars J. oO $ 5.~50.~ and 1'\JO Cents $ ' S 117. 500 L.F. Pre-Construction Cleaning and Television Inspection of Sanitary Sewer Line; Per Liner Foot: h>u v Dollars l/. (:/:) ~ [X)& cJO and NO Cents $ $ . Sl 18 . 1000 L.F . Post-Construction Television Inspection of Sanitary Sewer Lines ; Per Linear Foot: ---ri-1<-0-L Dollars 3.00 $ 3 ooo.c/'! and NO Cents $ J Sl19. 50 E.A. Traffic Permit for Utility Street Cuts; Per Each : Fifty Dollars and no Cents $ 50.00 $ 2.500 .00 S120 . 20 E .A. Traffic Control Plan Design and Installation as Required; Per Each : -Jb ''° Q_j.+UNC\ ~ Dollars 3,cD oo 00 and NO Cents $ $ (O J Ooo. . S12I. 100 L.F. 4" P.V .C. (Schedule 40) San. Sewer Private Plumbing Line Installation or Replacement, Including Cleanouts as Required, by Licensed Plumber; Per Linear Foot : £,f i Dollars so .66 $ 5 00(). 00 and PJO~ Cents $ B-41 ITEM NO . S122. APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT 1 E .A. Plumbing Permit for San . Sewer Service Inspection ; Per Each: Twenty-Two Dollars and No Cents $ 22.00 $ 22.00 Q _ * Type of Pipe Used PVC Pipe (SDR-35 , Per El-25 , 6 -15 inch): PVC Pipe (PS-46 , Per El-27, 6 -15 inch): PVC Pipe (Composite Pipe , Per El-29 , 8 -15 inch): PVC Pipe (Corrugated Pipe , Per El-31 , 6 -15 inch): ____ _ TOTALAMOUNTBIDWATER $ 98(o ,L/:Q,60 . TOTAL AMOUNT BID SEWER G-3-I 1 1 Y:O 1 5 L\ 1 , ()'D GRAND TOTAL AMOUNT BID ~ 1 [ Ql ~ 1 Of q-1_ OO B-42 PART B -PROPOSAL (Cont.) Within ten (10) days after acceptance of this Proposal, the undersigned will execute the formal contract and will deliver an approved Surety Bond and such other bonds as required by the Contract Documents , for the faithful performance of the Contract. The attached bid security in the amount of 5% is to become the property of the City of Fort Worth , Texas, in the event the contract and bond or bonds are not executed and delivered within the time above set forth , as liquidated damages for the delay and additional work caused thereby. The undersigned bidder certified that he has been furnished at least one set of the General Contract Documents and General Specifications for Water Department Projects dated January 1, 1978 , and that he has read and thoroughly understands all the requirements and conditions of those General Documents and the specific Contract Documents and appurtenant plans. The undersigned assures that its employees and applicants for employment and those of any labor organization, subcontractors, or employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278 as amended by City Ordinance No. 7400. The Bidder agrees to begin construction within 10 calendar days after issue of the work order, and to complete the contract within 365 calendar days after beginning construction as set forth in the written work order to be furnished by the Owner. (Complete A or B below, as applicable:) __ A. The principal place of business of our company is in the State of ___ _ Nonresident bidders in the State of , our principal place of business, are required to be __ percent lower than resident bidders by state law. A copy of the statue 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. B-43 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) __ _ Addendum No . 3 (Initials) ___ _ Addendum No. 2 (Initials) __ _ Addendum No . 4 (Initials) ___ _ Respectfully submitted, Telephone: 0 o)l -53Y --J7l{3 (Seal) Date:_O_~--+-, _O]----'-+--j _0 _~_ B-44 GREEN CEMENT POLICY COMPLIANCE STATEMENT (To be furnished by the Contractor to the City at the time of bid opening) (Submit separate forms for each supplier I product supplier) C,0Y\--\-va t-~008" A Name of Project: WO.:·t t'Y ~ $._wf ( 0J:J ·, '(\ ~)Cf CQVT].Pr1+~ City Proj. No.: ___ ......:;l_O__;:;l<z?'--------------- This is to certify that the cement to be utilized for the above project will meet the following criteria: The cement was manufactured in a kiln utilizing the dry process (list source below) or in a kiln that meets the emission standard of 1. 71b or less of NOx / ton of clinker released into the atmosphere . Name of Manufacturer -rx I Address of Manufacturer: d '-15 uJo rd Rd) Mid \oc h fan JX 1 (_p()(d:J CONTRACTOR SUPPLIER ,J ea y C OYJCl. ±s-{l ,---/\A<A;( (ll { 1"e,h Name Sq. l ~s YYJa VJIJ< ~ <{) C ~-town ~ i VY1 ·1 X Company ~l]-5?>4 -17 L/3 Phone Number Phone Number — FORT WORTH City of Fort Worth Minority and Women Business Enterprise pep.fficat�q s. ,. SPECIAL INSTRUCTIONS FOR BIDDER APPLICATION D.EPOLICY If the total doltar value of the contract Is $2S,000 or smor*T the MANSE goal is applicable.. If the total dnlaar vahre of the contract is IPss than $25,000, the WA —ME goal is nor appliCabtF POLICY STATEMENT It is the policy of the City of Fort Worth tc e.,sure the full and equitable part6patign by Minoruy and Wom err Business t-nterpfises (WWBE) in the procurar.ent -of all goods and services In the City on a o"trar tuaI basis, All requirements and requtatioris stated in the City-s curfent Minority and Women Business Enterprise Ordinance apply to this hid. WWRF PROJU CT 0 OALS Tha Ciiy's LW2E gDaI on tfus project is f _% of Ifie total {yid COMPLIANCE TO BID SPECIFICATIONS On City contracts of $25,DDD or mure, bidder's are requirW to comply with the Intent of the City-s MNVBE Oroirlance by al -her of the following, I. Meet or exceed the above stated MIWBE goal, or 2. Good Faith Effort docurnerjUUon, or: 3. Waive-r documentation, or; 4, JointVenture. SUBMITTAL OF RI=QURFED DOQUMENTA'nON Ilse applicable documents must bn re0,ived by the Managing Deparimerl, withirl the 1!0ol&ingfirefes ell abed ire:order for the entire b:a to be -can siu+ered i e s ponsive to the specifcatians- The �f persbri io 1tte ppropriate emrlfjyea of the m�in90fng �faparfinent and obtain 2 daf" e trf' Bi�itl,�rceffiat tFie-City received tie 4Akume n r,j..) n :6 {he Time allocated- A i- xod copy viritl not 1. Svbuontra cAo r Utilization Farm, if goo: i Y.Met or excaedad: .r� . Good Faith Effort and Su bcontra eta r Utilization Fora, if participation is less than s! ed 3- Good Faith Effort and Subcontractor Utilization Form, if no,M E participations: 4. Prime C0n&2Ct0r.W8iver Form, if you W"] perform all sub^prktrai kiriglsy lierwork: 6. Joint Venture Form, -if utilize a joint venture to met or exceed goal. mceived by 5:00 p.m-, five (5) days after tht- bid opening date, exclusive of the $id opf, n i9a date. received by 5:00 p.m-, five (5) City Wsim�ss days after the bid openino d ate... excl usi ve of;he bid opening date. received by 5:00 p.m., live (5) City business days after the bid opening hate_ exclusive of the bid opening date- rereivud by 5:00 p,rn„ five (5) City business days aftef the bid opeLninq date, exGluSiye of the bid opening date - received by 5,00 p-m-, five (5) City business clays after th9 bid opening date, exclusive oftne bill opening ftw. FAILURE TO COMPLY WITH THE CITY'311 fWI3E ORDJNANCE, W1LL RESULT Inc THE I31D SEING CONSIDERED NION-RESPONSIVE TO SPECIFICATIO24S Any questions, Please contact the M=113E Office ai (317) 392-6104, Rev. 1111l05 AT7,8,G.HMENT to PagGr 1 u! 4 FORT WORTH City of Fort forth Subcontractors/Sup pliers, Utilization Form PRIME OOMPANY NAME- PROJECTNAME- - — — -1)(1 L f iwlty'swwB rot¢ctGoal; i Prime'slyfMfBE�ro�ectLktl:llmtian: . - % j C hack a#piicablo black to discflb2 prime ��oaE ��- i�aN•r�r4v�or}E BiD DATE PROJEgMER C =')0t. & 01 Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Managing Department oa or before 5:00 p. m. rive (5) C iVj business days after bid opening_ exclusive of bid opening date, will result in the bid being considered non -responsive to bid specifications. The undersigned Offeror agMeS to enter in#o a farmal agreement with the MIVVBE firm($) listed in W5 utilization Schedule, conditioned uport Lxecution of a cantract with the City of Fort Werth. The intentional and/or i[riowirlg misrepresentation of facts is grounds for consideration of disquelifcabi)n and will result in the bid Going considered non -responsive to bid specificatiuns MIWBEs listed toward meeting the project goal trust he located in the nine (9) county marketplace or currently doing busir ess in, the rnarketpiace at the time of bid. Marketplace is 'the geographic area of Tarrant, Parker, Johnson, Carlin, Dallas, Denton, Ellis, Kaufman and Rockwall countias, Identify each Per level. Tier is the ievei of aubmntrocting below -the prime contractor, i.e.: a direct payment from the prime contractor to a subcontractor is considered I" tier, .a payment by a subcontractor to its supplier is considered 2nl tier At_L MIWSEs MUST BE CERTIFIED BEFORE C ONT RAC T AWA RD. ert.ificatlon means #hose arras, IoYat�d a doing business at the time of bid opening within tyre MaTketulace, that have been determined to be bonafide minority or wornen businesses by the North Central Texas Regional Certification Agency (N TR A), or the Texas Department of Trar.spor anion (TX DOT), highway division. Disadvantaged Business Enterprise (DSE) is sponymous with fli:norAyMomen Business Fmerpi ise (MPVVBE). If hauling' services are utilized, the prima will be given credit as loazg as the MfWBE listed owns and operates at least one fully licensed and operational 'truck to be used on tfie contract, The M[VV3E may lease trucks from nno#her MANBE firm, including MNUI3E owner -operators, and receive fall MI BB credit, The MANBE may ieese trucks from non-lANVBEs, including owner -operators, but will only receive credit for the fees and commissions earned by the M WBE as outlined in the lease agreement, Rey EePAWW Roa<lrunn~Trafik Supply, Inc. 3200 Marquita Drive FortWorth, Teus 7611() pllone: 8,17-244452.1 fax:817·244-4819 qF kii'AC:HMEKT 'A FORT WORTH Page 3 of 4 Primes are required to identify ALL- subcontractorslsuppliers, regardless of status; i.e., hinerity- Women and non-M1 BEs. Please list M(VVBE firms first, Lrse additional sheets if necessary - (check ore) ° SUBCONTRACTON UPPLIER T �' I � i � T Detail Detail Company Name Address a M r I T R m Subcontracting Work Supplies Purchased r�oilarAmount VV Telephoneirax r E E I C T E (A RINKEP. NJATE RIALS po 13ox ;3010 Doi Gas, Trkds 75373 --019i (t171491-4321 . REYNOLDS ASPHAIIT & CL)NSTRS.l(-TJ0,N COMPANY PO box 371) twIns,'Texas 76039 (8 t7) 267-3131 k d.or.-Jlua FORT WORTH AtTACHMENT,A Page 4 of 4 Total Dollar Amount of MIVIIBE S ub contracto rsIS uppliers Total Dollar Amount of NonMfWBE S ubcontraciorsISupplier's TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORSISUPPLIERSj The Contractor will not make additions, 'deletions, or Substilutions to this certlfiE cd list without the prior approval of the Minority and Women Business Enterprise Office Manager or designee through the submittal of a Request for Approval of ChangefAddirr!orr_ Any unjustified change or deIPAion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance_ The contractor shall submit a detailed explanation of how the requested Chang addition or deletion wilt.affect the cornmItted MlUVBE goai. If the detail explanation i not submitted, it will affect the finalm compliance determination. By affixing a signature to this form. the Offeror further agrees to provide, directly to the City uporf retluest, crarnplete and accurate information regarding actual work performed by ail subcontractors, including MIW/DBE(s) arrangements submitted with the bid. The Offeror also agrees to allow an -audit and/or examination Qf any books, records anCf files held by their company- The bidder agrees to allow the transmission of interviews with u ners, principails, officers, employees and applicable subcuntractorslsupplierslcorltractors participating on the contract that will substantiate the actual work performed by the MIMOBE(s) on this contraci, by an atithorized officer or employ;_ -a of the City_ Any intentional andlor knowing rnisrepresentation of tacts wilt he grounds for terminating the contract cr debarment from City work ?or a period of not less than three (3) years and for initiating action under Federal. State or Local laws concerning false stateme5is_ Any failure to comply with this crcfinance and create a material breach of contract may result in a determination of an irrespon8ible Offeror and barred from participating in City work for a period of time riot less than one (1) year. Ruth �$igM�tu.. PrintedSigrotur#1 Title 1 (At �X,I-P Company blamo &< If Address L L1 --� tk-)� �1tyJ;3tatofZip Gonta"am off itle Of different) � 7alapfrona andlor Fax E- i Address' - Date key. 5124fo3 FORTW"ORTH '-,-.• ~ PRIME COMPANY NAME : C.onCtts-e PROJECT NAME : City's M/WBE Project Goal: I g % City of Fort Worth ATTACHMENT 1C Page 1 of 3 Good Faith Effort Ford.8 -0 7 -o 8 PO 1 : 5 3 0 u T Check applicable block to describe M/W/DBE PROJECT NUMBER bo£ /Jo. If you have failed to secureM/WBE participation and you have subcontractin'g and/or supplier opportunities or ifyour DBE participation is less than the City's project goal, you ·!!!!!fil complete thisforrn: · ·· · · · · · ··· · ·. If the bidder's method of compliance with the M/WBE goal is based upon demonstration of a "good faith effort", the bidder will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 6 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation the facts or intentional discrimination by the bidder. Failure to complete this form, inits entiret}/Y.,ith 'supporting documentation, and <received hy >the Managing Department 011 .or . before S:O.O . ~ .. m. fiv~J 5). City bu:siness days after.bid opening; exclusive .. of bid opening date, willresulfin the bid being considered: non-responsive to bid specifications/. . .... 1.) Please list each and every subcontracting and/or supplier opportunityl for the completion of this project, regardless of whether it is to be provided by a M/WBE or non-M/WBE. (DO NOT LIST NAMES OF FIRMS) On Combined Projects, list each subcontracting and or supplier opportunity through the 2"a tier. (Use additional sheets, if necessary) List of Subcontracting Opportunities List of Supplier Opportunities Rev. 05 /3 0/03 ATTACHMENT 1C . Page 2 of 3 2.) Obtain a current (not more than three (3) months old frdMl~ bl8 gp~R date) list of M/WBE subcontractors and/or suppliers from the City's M/WBE Office. 0es No Date of Listing 65' / D 7 / 0 8 3.) Did you solicit bids from M/WBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? ~es (If yes, attach M/WBE mail listing to i nclude name of firm and address and a dated copy of letter mailed.) __ No 4.) Did you solicit bids from M/WBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? Vves (If yes , attach list to include name of M/WBE firm, person contacted, phone number and date and time of contact.) __ No NOTE: , A fctcsimile may be used ;to comply wittl eithe{3 or 4, but may riot Ile' used for ' lioth. lfa facsimile is used, attach the fax confirmation,· which . is to · provide M/WBE name~ date, time, fax Ji umber and documentation faxed: ' ' ' ' ' ', '' ' ' · ...... ' '' ''' ' ' ''''' ,.,. ' ' ' ' ,·' ,., ,. ' ' NOTE: > If the . list 'of ·M/WBEs f o( a particu.laf sul>cpnfr~cti~g/!;upplie(opportunity'Js ten (19)~fJ~ss,:'the bidder must contact the entire Ust to be in compliance with questions 3 · and ,,4. If the list of fv1NJBEs for. a particular .subcontracting/supplier .oppe>rtunity .isJ~il {tO) ,or more; the ..• bid,d~r .musf .contact''at rleasttwo~ thirds (2/3) of the list within such ar,ea >of opportunity, but not less tl'ian 'ten to be irf 'c omplianceWith questions 3 and 4. ·. . . ,'' . .' , .. '''' . •'. . ., . ·. ., . . 5.) Did you provide plans and specifications to potential M/WBEs or information regarding the location of plans and specifications in order to assist the M/WBEs? ___0es __ No 6.) Submit documentation if M/WBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the M/WBE was rejected and any supporting documentation the bidder wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the bidder will provide for confidential in-camera access to and inspection of any relevant documentation by City personnel. (Please use additional sheets, if necessary, and attach.) Company Name Telephone Contact Person Scope of W..ork Reason for Rejection ~~1 I I u rf/ c<f..p j -;{ tv, U l.AL-t.J .. Rev. 05/30/03 ADDITIONAL INFORMATION: 08 -0 7 -0 8 P0 1 :5 3 OU T ATTACHMENT 1C Page 3 of 3 Please provide additional information you feel will further explain your good and honest efforts to obtain M/WBE participation on this project. The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work for a period of time not less than one (1) year. The undersigned certifies that the information provided and the M/WBE(s) listed was/were contacted in good faith. It is understood that any M/WBE(s) listed in Attachment 1 C will be co acted and the reasons for not using them will be verified by the City' BE s ( s!2. :ex::~ Ca oc. +s -e r Printed Signaii( e Sct vn e__ Title (bf\lAPe<: lao~cli\)yl\XLf Company Name Contact Name and Title (if different) <[;i J-53y -/ 74 2> gJ 7 -5,34-455 ~ Phone Number Fax Number ~D .~ /t$yy& Address .A Wn~/A~d/!: Cooed$~ 0 I C.iXYJ ~.\.lb Ytl] I~ 1(Q/l°J City/State/Zip l g/1 / Q g Date I Rev . 05 /30/0 3 PJ\RT C -GENERAL CONDITIONS •: TABLE OF CONTENTS NOVEMBER, 1, 1987 ~- TABLE OF CONTENTS ...... -- Cl-l DEFINITIONS Cl-1.l Definition of Terms Cl-1 ( l ·) Cl-1.2 Contract Documents Cl-1 ( 1) Cl-l.3 Notice to Bidders Cl-1 ( 2) Cl-l.4 Proposal Cl-1 C 2 > :--·-r .• Cl-1.S Bidder Cl-1 (2) Cl-1.6 General Conditions · Cl-1 (2) Cl-l.7 Special Conditions Cl-1 (2) Cl-1.B Specifications Cl-l (2) ... Cl-l.9 Bond Cl-1 (2) Cl-1.10 Contract Cl-l (3) Cl-1.11 Plans Cl-1 ( 3) Cl-1.12 City Cl-1 ( 3) Cl-l.13 City Council Cl-1 (3) Cl-1.14 Mayor Cl-1 (3) Cl-1.15 City Manager Cl-1 (3) -Cl-1.16 City Attorney Cl-1 (3) Cl-1.17 Director of Public Works Cl-l (4 l Cl-l.18 Director, City Water Department Cl-l (') ,. --Cl-l.19 Engineer Cl-l (4) Cl-1.20 Contractor Cl-1 (4) Cl-1.21 Sureties Cl-1 (') -Cl-1.22 The Work or Project Cl-l (4) Cl-l.23 Working Day Cl-1 (4) Cl-1.24 calendar Day Cl-1 C 4 > Cl-l.25 Legal Holiday Cl-1 (') Cl-l.26 Abbreviations Cl-1 (5) Cl-1.27 Change Order Cl-l (6) Cl-l.28 Paved Streets and Alleys Cl-1 (6) . ~ Cl-l.29 Unpaved Streets and Alley• Cl-1 ( 6) Cl-1.30 City Streets Cl-1 (6) I Cl-1.31 Roadway Cl-1 f6) !. Cl-l.32 Gravel Street Cl-1 (6) c2-2 INTERPRETATION AND PREPARATION OF PROPOSAL c2-2.1 Proposal Form C2-2 (l) c2-2.2 Interpretation of OUantitiea C2-2 Cl> C2-2.3 Examination of contract Document.a and Site c2-2 (2) C2-2.4 Submitting of Proposal C2-2 (3) c2-2.s Rejection of Propoaala C2-2 (3) c2-2.6 Bid Security C2-2 (3) ~ Cl> .... .;. .... ,:. :.-· .... , c2-2. 7 C2-2.8 C2-2.9 c2-2.10 c2-2.11 c2-2.12 C3-3 C3-3.l C3-3.2 C3-3.3 C3-3.4 C3-3.S C3-3.6 C3-3.7 C3-3.8 C3-3.9 C3-3.l0 C3-3.ll C3-3.l2 C3-3.l3 C3-3.l4 C3-3.15 C4-4 C4-4.l C4-4.2 c,-,.3 C4-4.4 C4-4.S C.f-4.6 c,-,.7 cs-s cs-s.1 cs-s.2 CS-5.3 CS-5.4 cs-s.s cs-s.6 cs-s.1 cs-s.e cs-s.9 cs-s.10 CS-5.ll cs-s.12 cs-s.13 cs-s.14 cs-s.1s CS-5.16 cs-s.1, CS-5.18 Delivery of Proposal Withdrawing Proposals Telegraphic Modification of Proposals Public Opening of Proposal Irregular Proposals Disqualification of Bidders AWARD AND EXECOTI.ON OF DOCUMENTS Consideration of Proposals Minority Business Enterpise Women-Owned Business Enterprise compliance Equal Employment Provisions Withdrawal of Proposals Award of Contract Return of Proposal Securities Bonds Execution of Contract Failure to Execute Contract Beginning Work Insurance Contractor's Obligations Weekly Payroll Contractor's Contract Administration Venue SCOPE OF WOll Intent of Contract Documents Special Provisions Increased or Decreased OUantitiea Alteration of Contract Document• Extra Work Schedule of ·Operationa Progress Schedules for Water and Sewer Plant Facilities CONTROL OF WOll AND MATERIALS Authority of Engineer Conformity with Plana Coordination of Contract Documents Cooperation of Contractor Emergency and/or Rectification Work Field Office Construction Stakes Authority and Duties of Inspectors Inspection Removal of Defective and Onauthorized Work Substitute Materials or Equipment Samples and Testa of Materials Storage of Materials Existing Structures and Utilities :nterruption of Service Mutual Responsibility of Contraetora Cleanup Final Inspection (2) c2-2 <4> c2-2 <4> C2-2 (4) c2-2 c 4 > C2-2 (4) c2-2 cs> C3-3 Cl) C3-3 Cl> C3-3 Cl) C3-3 C2) C3-3 (2) C3-3 C2) C3-3 C2) C3-3 <•> C3-3 C.C) C3-3 C4 > C3-3 (4) C3-3 (7) C3-3 (7) C3-3 (7) C3-3 (8) C4-4 (1) C4-4 Cl) C4-4 Cl) C4-4 <2 > c,-, (2 > c,-, Cl> C4-4 (4) cs-s cs-s cs-s cs-s cs-s cs-s cs-s cs-s cs-s cs-s cs-s cs-s cs-s cs-s cs-s cs-s cs-s cs-s Cl>, · Cl> (2) (2) (3) (3) C3) (4) (5) (5) CS> (6) (6) (7) (7) (8) (8) (9) ... - ;( ...... C6-6 C6-6.l C6-6.2 C6-6.3 C6-6.4 C6-6.5 C6-6.6 C6-6.7 C6-6.8 C6-6.9 C6-6.l0 C6-6.ll C6-6.12 C6-6.l3 C6-6.14 C6-6.l5 C6-6.l6 C6-6.l7 C6-6.l8 C6-6.l9 C6-6.20 C6-6.2l C7-7 C7-7.l C7-7.2 C7-7.3 C7-7.4 Ci-i.S C7-7.6 C7-7.7 C7-7.B C7-7.9 Ci-7.10 C7-7.ll C7-7.l2 C7-7.l3 C7-7.l4 Ci-7.15 C7-7.16 C7-7.17 cs-s CS-8.1 cs-s.2 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY Laws to be Observed Permits and Licenses Patented Devices, Materials and Processes Sanitary Provisions Public Safety and Convenience Privileges of Contractor in Streets, Alleys, and Right-of-Way Railway Crossings Barricades, Warnings and Watchmen Use of Explosives, Drop Weight, etc. Work Within Easements Independent Contractor Contractor's Responsibility for Damage Claims Contractor's Claim for Damages Adjustment of Relocation of Public Utilities, etc. Temporary Sewer Drain Connections Arrangement and Charges of Water Furnished by City Use of a Seetion of Portion of the Work . Contractor's Responsibility for Work No Waiver of Legal Rights Personal Liability of Public Officials State Sales Tax PROSECUTION AND PROGRESS Subletting Assignment of Contract Prosecution of the Work Limitations of Operations Character of Workman and. Equipment Work Schedule Time of Commencement and Completion Extension of time of Completion Delays Time of Completion Suspension by Court Order Temporary Suspension Termination of Contract due to Nat1onal Emergency Suspension of Abandonment of the Work and Annulment of Contract Fulfillment of Contract Termination for Convenience of the Onwer Safety Methods and Practices MEASUREMENT ANO PAYMENT Measurement of Ouantities Unit Prices (3) C6-6 Cl> C6-6 Cl) C6-6 Cl) C6-6 C 2} C6-6 C2} C6-6 C3} C6-6 C4} C6-6 < '4} C6-6 CS> C6-6 (6) C6-6 C8) C6-6 CS} C6-6 ClO) C6-6 ClO) C6-6 (10) C6-6 <11) C6-6 Cll> C6-6 Cll) C6-6 Cl2) C6-6 Cl2> C6-6 <12> C7-7 Cl> C7-7 Cl) C7-7 Cl) C7-7 C2> C7-7 (2) C7-7 (3) C7-7 (4) C7-7 C4) C7-7 (4) C7-7 CS) C7-7 (·6) C7-7 (6) C7-7 C7) C7-7 (7) C7-7 C9) C7-7 ClO) C7-7 (13) CB-8 Cl) CB-8 Cl) CB-8.3 Lump Sum CB-8 C 1) CB-8.4 Scope of Payment CB-8 ( 1) ce-e.s Partial Estimates and Retainage ce-e C 2 > CS-8.6 Withholding Payment ce-s (3) CB-8.7 Final Acceptance CB-8 ( 3) ce-e.e Final Payment CS-8 ( 3) CB-8.9 Adguacy of Design cs-e C 4) cs..:e.10 General Guaranty cs-s C 4) CB-8.ll Subsidiary Work ce-e ( 5) ce-e.12 Miscellaneous Placement of Material CB-8 ( 5) CB-8.13 Record Documents ce-e (5) (') i ' r:~ .. .,ii;;... .J . . ·-r. ·. - '. - . f' '-. -. - PART C -GENERAL CONDITIONS Cl-1 DEFINITIONS SECTION Cl-1 DEFINITIONS Cl-1.l DEFINITIONS OF TERMS: Whenever in these Contract Documents the following terms or pronouns in place of them are used, the intent and meaning 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. b. GENERAL CONTRACT DOCUMENTS: The General Contract Documents govern all Water Department Projects and include the following items: PART A -NOTICE TO BIDDERS (Sample) PART B -PROPOSAL (Sample·) PART C GENERAL CONDITIONS (CITY) (Developer) PART D -SPECIAL CONDITIONS PART E -SPECIFICATIONS PERMITS/EASEMENTS PART F -BONDS PART G -CONTRACT (Sample) (Sample) White White canary Yellow Brown Green El-White E2-Golden Rod E2A-White Blue White White 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 PART B -PROPOSAL (Bid) PART C -GENERAL CONDITIONS PART D -SPECIAL CONDITIONS PART E -SPECIFICATIONS PERMITS/EASEMENTS PART F -BONDS PART G -CONTRACT PART B -PLANS (Usually bound separately) Cl-1 (l) Cl-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 work contemplated under the Contract Documents constitutes the notice to bidders. Cl-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. Cl-1.S BIDDER: Any person, pe~sons, firm, partnership, company, association, corporation, acting directly or through a duly authorized representative, submitting a proposal for performing the work contemplated under the Contract Documents, constitutes a bidder. Cl-1.6 GENERAL CONDITIONS: The General Conditions are the usual construction and contract requirement• vbich govern the performance of the work so that it will be carried on in accordance with the customary proced~re, the local statutes, and requirements of the City of Fort Worth'• 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. Cl-1.7 SPECIAL CONDITIONS: Special conditions are the apecific requirements which are necessary for the particular project covered by the Contract Documents and not a.pecifically covered in the General Conditions. When considered with the General Condition• and other elements of the Contract Documents they provide the information which the Contractor and owner 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 set• forth in detail the requirements which must be met by all materials, construction, workmanship, equipment and aervicea in order to render a completed and useful project. Whenever reference is made to atandard specifications, regulations, requirements, statutes, etc., such referred to documents shall become a part of the contract Documents just as though they were emboclied ·therein. cl-1.9 BOND: The bond or bonds are the written guarantee or security furnished by the Contractor for the prompt and Cl-1 (2) ; - faithful performance of the contract and include the following: a. b. c. d. Performance Bond Csee paragraph C3-3.7) Payment Bond Csee paragraph C3-3.7> Maintenance Bond Csee paragraph C3-3.7> Proposal or Bid Security <see Special Instructions to Bidders, Part A and C2-2.6> Cl-1. l O 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. Cl-1.11 PLANS: The pla-ns are the drawings or reproductions therefrom made by 'the OWner's representative showing in detail the location, dimension and position of the various elements of the project, including such profilest typical cross-sections, layout diagrams, working drawings, preliminary drawings and such supplemental drawings as the OWner may issue to clarify other drawings or for the purpose of showing changes in the work hereinafter authorized by the Owner. The plans 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 Port Worth, Texas, a municipal corporation, 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 duties. Responsibility for final enforcement of Contracts involving the City of Fort Worth is by Charter vested in the City Manager. The terms City and ~wner are synonymous. Cl-1.13 CITY COUNCIL: The duly elected and qualified governing body of the City of Port North, Texas. Cl-1.14 MAYOR: The officially elected Mayor, or in his absence, the Mayor Pro tem of the City of Port Worth, Texas. Cl-1.15 CITY MANAGER: The officially appointed and authorized City Manager of the City of Port Worth, Texas, or bis duly authorized representative. Cl-1.16 CITY ATTORNEY: The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. Cl-1 (3) .. I • ~· A Cl-1.17 DIRECTOR OF 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. Cl-1.18 DIRECTOR, CITY WATER DEPARTMENT: The duly appointed Director of the City Water Department of the City of ~ort Worth, Texas, or his duly authorized representative, assistant, or agents. Cl-l.19 ENGINEER: The Director of Public Works, the Director of the Fort Worth City Water Department,. or .. t.nei..r d.u.l y authorized assistants, agents, engineers, inspectors, or superintendents, acting wlthin the scope of the particular duties entrusted to them. Cl-1.20 CONTRACTOR: The person, persons, partne~ship, company, firm, association, or corporation, entering into a contract with the Owner for the execution 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 labor and materials or only labor, for work at tbe site of the project. Cl-1.21 SURETIES: The Corporate bodies which are bound by such bonds are required with and for 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 forth in the Contract Documents and approved changes therein. Cl-1.22 THE WORK OR PROJECT: The completed work contemplated in and covered by the Contract Documents, including but not limited to the furnishing of all labor, materials, tools, equipment, and incidentals necessary to produce a completed and serviceable project. Cl-1. 23 WORKING DAY: A working day ia ·definec! as a calendar · day, not including Saturdays, Sundays ·, anc! 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 aa permitted in paragraph C7-7 .6. Cl-1.24 CALENDAR DAYS: A calendar day is any day of the week or month, no days being excepted. Cl-1.25 LEGAL HOLIDAYS: Legal holidays shall be observed as prescribed by the City Council of the City of Port Worth for observance by City employees as follows: Cl-1 (4) ' ,.,._ :;· l. 2. 3. 4. s. 6. 7. e. 9. New Year' 6 Day M. L. King, Jr. Birthday Memorial Day Independence Day Labor Day Thanksgiving Day Thanksgiving Friday Christmas Day Such other days in lieu of holidays as the City Council may determine .lanuary 1 Third Monday in .lanuary Last Monday in May .luly 4 First Monday in September Fourth Thursday in November Fourth Friday in November · December 25 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. Cl-l.26 ABBREVIATIONS: Wherever the abbreviations defined herein appear in Contract Documents, the intent and meaning shall be as follows: AASHTO - ASCE LAW ASTM - AWWA ASA HI Asph. - Ave. - Blvd. - CI - CL - GI - Lin. - lb. MB - Max. - American Association of MGO State Highway Transportation Officials American Society of Civil Engineers In Accordance With American Society of Testing Materials American Water Works Association American Standards Association Hydraulic Institute Asphalt Avenue Boulevard cast Iron Center Line Galvanized Iron Linear or Lineal Pound Manhole Maximum Cl-1 CS) ' . . ...... . -Million Gallons Per Day CFS -Cubic Foot per Second Min. -Minimum Mone.-Monolithic I -Percentum R -Radius l.D. -Inside Diameter o.D. -Outside Diameter . Elev.-Elevation F -Fahrenheit C -Centigrade In. -Inch Pt. -Poot St. -Street CY -Cubie Yard Yd. -Yard SY -Square Yard L.P. -Linear Poot D.l. -Ductile Iron 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 not 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 251 of the amount of the particular item or items in the original proposal. All •change Orders• shall be prepared by the City from information as necessary furnished by the Contractor. Cl-1.28 PAVED S'l'REETS AND ALLEYS: A paved street or alley shall be defined as a street or alley having one of the following types of wearing surfaces applied over tbe natural unimproved surface: ' .. · l. 2. 3. ,. s. Any type of asphaltic concrete with or without separate base material. Any type of asphalt surface ·treatment, not including an oiled surface, with or without separate base material. Brick, with or without separate base material. Concrete, with or without separate base material. . Any combination of the above. Cl-l.29 UNPAVED STREETS OR ALLEYS: An unpaved street, alley, roadway or other surface is any area except those defined above for •Paved Streets and Alleys.• Cl-l.30 CITY S'l'REE'l'S: A city street is defined as that area between the right-of-way lines as the street is dedicated. Cl-1.31 ROADWAY: parallel lines two <•'> feet back of exists. 'l'be roadway ia defined as the area between t2'> feet back of the curb lines or four tbe average edge of pavement where no curb Cl-1.32 GRAVEL STREE'l': A gravel street is any unpaved street to which has been added one or more applications of gravel or .similar material other than the natural material found on the street surface before any i:nprovement was made. Cl-1 (6) ,· " • - :~ ' SECTION C -GENERTu. CONDITIONS C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL SECTION C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2.l PROPOSAL FORM: The Owner will furnish 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 bid security, 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 prior to the hour for opening of bids. 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 current financial status. This statement must be current and not more than one Cl) 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. Liquid assets in the amount of ten ClOI) 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 projects completed not more than five CS) years prior to the date on which are to be .received. The Director of the Water department shall be ~ole judge as to the acceptability of experience for qualific~tion to bid on any Fort Worth Water Department project. The prospective bidder shall schedule tbe equipment he has available for the project and state that he will rent such additional equipment as may be required to complete the project on which he submits a bid. c2-2.2 INTERPRETATION OF QUANTITIES: The quantities of work and materials to be furnished as. may be listed in the proposal C2-2Cl) forms or other parts of the contract Documents will be considered as apEroximate only and will be used for the purpose of comparing bids on a uniform basis. Payment will be made to the Contractor for onli the actual quantities of work performed or materials furnished in strict accordance with the Contract Documents and Plans. The quantities of work to be performed and materials to be furnished may be increased or decreased as hereinafter provided, without in any way invalidating the unit prices bid or any other requirements of the Contract Documents. C2-2.3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF PROJECT: Bidders are advised that the Contract Documents 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 become part of the Contract 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 with the Contract Documents, to visit the site of the project and examine carefully all local conditions, to inform themselves by their own independent 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 encountered during the construction of the project. They must judge for themselves the difficulties of the work and all attending circumstances affecting the cost of doing the work or the time requi~ed for its completion, and obtain all information required to make an intelligent proposal. No information given by the Owner or any representative of the Owner other than that contained in the Contract Documents and officially promulga~ed addenda ___ :_.·thereto, shall be binding upon the Owner. Bidders shall rely ~xclusively and solely upon their own estimates, investigation, research, tests~ explo~ations, and other data which are necessary for full and complete information upon -which the proposal is to be based. It is mutually agreed that the submission of a proposal is prima-facie evidence that the bidder has made the investigations, examinations and ·tests herein required. Claims for additional compensation due to variations between conditions actually encountered in construction and as indicated in the Contract Documents will not be allowed. The logs of Soil Borings, if any, showing on the plans are for gen~ral information only and may not be correct. Neither the C2-2C2) • .,· -- , ..... Owner nor the Engineer guarantee that the data shown is representative of conditions ~hich 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 form 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 do the work contemplated or furnishe the materials required. All such prices shall be written legibly. In case of discrepancy between the price written in words and the price written in numerals, the price most advantageous to the City shall govern. If a proposal is submitted by an individual, his or her name must be signed by him (her> or his (her> duly authorized agent. lf a proposal is submitted by a firm, association, or partnership, the name 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 name and business address must be given, and the proposal signed by an official or duly authorized agent. The corporate seal. must be affixed. Power of Attorney authorizing agents or others to sign proposal must be properly certified and must be in writing and submitted with the proposal. c2-2.s REJECTION OP PROPOSALS: Proposals may be rejected if they show any alteration of words or figures, additions not called for, conditional or uncalled for alternate bids, incomplete bids, erasures, or irregularities of any kind, or contain unbalance value of any items. Proposal tendered or delivered after the official time designated for receipt of proposal shall be returned to the Bidder unopened. C2-2.6 .BID SECURITY: No proposal will be considered unless it is accompanied by a •proposal Security• of the character and in the amount indicated in the •Notice to Bidders• and the •proposal.• The Bid Security is required by the Owner as evidence of good faith on the part of the Bidder, and by way of a guaranty that if awarded the contract, the Bidder will within the required time execute a _formal contract and furnish the required performance and other bonds. 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. C2-2C3) C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, to the City Manager or his representative in the official place of business as set forth in the -Notice to Bidders.• It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place. The mere 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 City Manager~ City Ball, Fort Worth, Texas. C2-2.8 WITHDRAWING PROPOSALS: Proposals actually filed with the City 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 City Manager prior to the said proposal opening time, and provided further, that the City Manager is satisfie4 that a written and duly authenticated confirmation of such telegraphic communication over the signature of tbe bidder was mailed prior to the proposal opening time. If such confirmation ia not received within forty-eight (48) hours after the proposal opening time, no further consideration will be given to the proposal. c2-2.10 PUBLIC OPENING OF PROPOSAL: Proposals vbicb 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 on file with the owner until the contract has been awarded. 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 show any omissions, alterations of form, additions, or conditions not called for, unauthorized alternate bids, or irregularities of any 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. c2-2.12 DISQUALIFICATION OF BIDDERS: Bidders may be disqualified and their proposals not considered for any of, but not limited to, the following reason: a. b. c. d. e. f. g. h. Reasons for believing that collusion exists among bidders. Reasonable grounds for believing that any bidder is interested in more than one proposal for work contemplated. The bidder being interested in any litigation against the Owner or where the Owner may have a claim against or be engaged in litigation against the bidder. The bidder being in arrears on a.ny .existing c _ontract or having defaulted on a previous contract. The bidder having performed a prior contract in an unsatisfactory manner. Lack of competency as revealed by the financial statement, experience record, equipment schedule, and such inquiries as the OWner may see fit to make. Uncompleted work which, in the judgment of the Owner, will prevent or hinder the prompt completion of additional work if awarded. The bidder not filing with the Owner, one week in advance of the hour of the opening of proposals the following: l. 2. 3. Financial Statement showing the financial condition of the bidder as specified in Part •A• -Special Instructions. A current experience record showing especially the projects of a nature similar to the one under consideration, which have been successfully completed by the Bidder. An equipment schedule showing the equipment the bidder has available for use on the project. The Bid Proposal of a bidder who, in the judgment of the Engineer, is disqualified under the requirements stated herein, shall be set aside and not opened. C2-2(5) - - - ,;;.: .- iw-•. PART C -GENERAL CONDITIONS C3-3 AWARD AND EXECUTION OF DOCUMENTS SECTION C3-3 AW.ARI> AND EXECUTION OF DOCUMENTS: C3-3.l CONSIDERATION OF PROPOSALS: After proposals have been opened and read aloud, the proposals will be tabulated on the basis of the quoted prices, the quantities shown in the proposal, and the application of such formulas or other methods of bringing items to a common basis as may be established in the Contract Documents. The total obtained by taking the sum of the products of unit prices quoted and the estimated quantities plus any lump sum items and such other quoted amounts as may enter into the cost of the completed project will be considered as the amount of the bid. Until the award of the contract is made by the Owner, the right will be reserved to reject any or all proposals and waive technicalities, to re-advertise for new proposals, er 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 prov1 e to Owner, upon request, complete and accurate information regarding actual work performed by a Minority Business Enterprise CMBE> and or a a Woman-owned Business Enterprise (WBE) on the contract and the payment therefor. Contractor further agrees, upon request by Owner, to allow and audit and/or an examination of any books, records, or files in the possession of Contractor that will substantiate the actual work performed by the MBE or WBE. Any material misrepresentation of any nature ·will be grounds for termination of the contract and for initiating any action under appropriate federal, state or local laws and ordinances relating to false statements; further, any such misrepresentation may be grounds for disqualification of Contractor at Owner's discretion for bidding on future Contracts with the Owner for a period of time of not less than six (6) months. C3-3.3 EQUAL EMPLOYMENT PROVISIONS: The Contractor shall comply with current.City Ordinance prohibiting discrimination in employment practices. C3-3 Cl) 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 file in his office to the Contractor. Appropriate notices may be acquired from the Egual Employment Officer. C3-3.4 WITHDRAWAL OF PROPOSALS: After a proposal has been .read by the Owner it cannot be withdrawn by the Bidder within forty-five (45) days after the date on which the proposals were opened. C3-3.S AWARD OF CONTRACT: The Owner reserves the right to withholdfinal 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 an award is made, will be to the lowest and best responsible bidder. The award of the contract shall not become effective until the OWner has notified the Contractor in writing of such award. C3-3.6 RETURN OF PROPOSAL SECURITIES: As SOOD as proposed price totals have been determined for comparison of bids, the Owner may, at its discretion, return tbe proposal security which accompanied the propoaala which, in ita judgment, would not be considered for the award. All other proposal securities, usually those of tbe three lowest bidders, will be retained by the Owner until tbe required contract baa been executed and bond furnished or the Owner has otherwise disposed of the bids, after which they will be returned by the City Secretary. C3-3.7 BONDS: With the execution and delivery of the Contract Documents, the Contractor shall furnish to, and file with the OWner in the amounts herein required, the following bonds: a. PERFORMANCE BOND: A good and sufficient performance bond in an amount not leas than 100 percent of the amount of the contract, aa evidenced by the proposal tabulation or otherwise, guaranteeing the full and faithful execution of the work and performance of the contract, and for the protection of tbe Owner and all other persons against damage by reason of negligence of the contractor, or improper execution of the work or the use of inferior materials. This performance C3-3 (2) ,· - - - b. c. bond shall guarantee the payment for all labor, materials, equipment, supplies, and services used in the construction of the work, and shall remain in full force and effect until provisions as above stipulated are accomplished and final payment is made on the project by the City. MAINTENANCE BOND: A good and sufficient maintenance bond, in the amount of not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, full and faithful performance of the general guaranty which is set forth in paragraph CB-8.10. PAYMENT BOND: 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 Bouse 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 specifications. Payment Bond shall remain in force until all payments as above stipulated are made. d. OTHER BONDS: Such ·· other bonds as may be required by these Contract 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 bonds or which ar~ interested in any litigation against the owner. All bonds shall be made on the forms furnished by the OWner and shall be executed by an approved surety company doing business in the City of Port Worth, Texas, and which is acceptable to the owner. In order to be acceptable, the name of the surety shall be included on the current o.s. Treasury list of acceptable sureties, and the amount of bond written by any one acceptable company shall not exceed the amount shown on the Treasury list for that company. Each bond shall be properly executed by both the Contractor and Surety Company. Should 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) new surety satisfactory 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 any payments be due or paid until approval of the bonds by the Owner. C3-3.B EXECUTION OF CONTRACT: Within ten (10) days after the Owner has by appropriate resolution, 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 shall 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. · CJ-3.9 FAILURE TO EXECUTE CONTRACT: The failure of the Awardee to execute the requ~red bond or bonds or to sign the required contract within ten (10) days after the contract is a warded 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, a nd it being impracticable and difficult to accurately d etermine the amount of damages occuring to the Owner by reason of said awardee'• failure to execute said bonds 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 a• an acceptance of this provision by the Bidder. :3-3.10 BEGINNING WORK: The Contractor shall not commence ;ork until authorized in writing to do ao by the Owner. ·nould the Contractor fail to commence work at the site of the roject within the time stipulated in tbe written uthorization usually termed tbe •work Order• or •proceed .}rder•, it is agreed that tbe Surety Company will, within ten (10> days after the commencement date set forth in such written authorization, commence the physical execution of the :on tract. :3-3.11 INSURANCE: The Contractor aball not commence work 1nder this contract until be bas obtained all the insurance ~equired under the Contract Documents, and aucb insurance bas ,een approved by the Owner. The prime Contractor shall be ~esponsible for delivering to the Owner the sub-contractors• C3-3 (4) , ... ' - !'; . ~ :r·· . • t !" certificate of insura f · shal . . nee. ~r approval. The prime contractor l lnd1cate on the certificate of insurance included in the documents for execution whether or not his 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. b. c. COMPENSATION INSURANCE: The Contractor shall maintain, during the life of this contract, Workers' Compensation lnsuran~e on all of his employees to be engaged in work on the project under this contract, and for all sub-contractors. In case any class of employees engaged in hazardous work on the project under this contract is not protected under the Workers• Compensatio~ Statute, the Contractor shall provide adequate employer's general liability insurance for the protection of such of his employees not so protected. COMPREHENSIVE GENERAL LIABILITY .INSURANCE: The Contractor shall procure and shall maintain ·durin·g the life of this contract Cont~actor•s Comprehensive General Liability Insurance (Public Liability and Property Damage Insurance) in an amount not less than $500,000 ~overing 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. ADDITIONAL LIABILITY: The Contractor shall 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. 2. 3. 4. Contingent Liability (~overs ~eneTal Contractor'• Liability for acts of sub-contractors>. Blasting, prior .to any blasting being ,done. Collapse of buildings or structures adjacent to excavation Cif excavations are to be performed adjacent to same>. Damage to underground utilities for-$500,000. C3-3 CS> d. e. f. 9. s. 6. Builder's risk (where above-ground structures are involved). Contractuai Liability <covers all indemnification requirements of Contract). AUTOMOBILE INSURANCE -BODILY INJURY AND PROPERTY DAMAGE: The Contractor shall procure and maintain, during the life of this Contract, Comprehensive ~utomobile Liability insurance in an amount not less than $250,000 for injuries 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 less than $100,000. SCOPE OF INSURANCE AND SPECIAL BAZARD: The insurance required under the above paragraphs shall provide adequate protection for the Contractor and bis 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 tbe following apecial hazards which may be encountered in the performance of the Contract. PROOF OF CARRIAGE OP INSURANCE: The Contractor shall furnish the OWner with satisfactory proof of coverage by insurance required in these Contract Documents in amounts and by carriers satisfactory to the Owner. <Sample attached.> All insurance requirements made upon the Contractor shall apply to the sub-contractor, should the Prime Contractor's insurance not cover the sub-contractor's work operations. LOCAL AGENT FOR INSURANCE AND BONDING: The insurance and bonding companies wltb whom the Contractor's insurance and performance, 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 C3-3 (6) I ' ·~ .... ,. ~ - City of Fort 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 and/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 been 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 Hetroplex, the Fort Worth-Dallas area. The name of the agent or agents shall be set forth on all of such bonds and certificates of insurance. C3-3.l2 CONTRACTOR'S OBLIGATIONS: Under the Contract, the Contractor shall pay for all materials, labor and services when due. C3-3.l3 WEEKLY PAYROLL: A certified copy of each payroll covering payment of wages to all person engaged in work on the project at the site of the project shall be furnished to the Owner's representative within seven (7) days after the close of each payroll period. ~ 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 times during the course of the Contract. Copies of the wage rates will be furnished the Contractor, by the Owner: however, posting and protection of the wage rates shall be the responsibility of the Contractor. C3-3.l4 CONTRACTOR'S CONTRACT ADMINISTRATION: Any Contractor, whether a person, persons, partnership, company, firm, association, corporation or other who is approved to 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 Fort Worth-Dallas metropolitan area. The Contractor shall charge, delegate, or assign this office <~r he may delegate his Project Superintendent> with full authority to transact all business actions required in the oerformance of the Contract. This local authority shall be made responsible to act for the Contractor in all matters pertaining to the work governed by the Contract whether it be administrative or otherwise and as such shall be empowered, thus delegated and directed, to settle all material, labor or other expenditures, 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 Fort Worth-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 matters 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 on 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 representative be replaced and the Engineer may, at bis sole 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 for this reason. C3-3.1S VENUE: Venue of any action hereinunder shall be exclusively in Tarrant County, Texas. C3-3 (8) ,, \ L , . - ;;::··: - l ·, SECTION C4-4 SCOPE OF WORK PART C -GENERAL CONDITIONS C4-4 SCOPE OF WORK C4-4.l INTENT OF CONTRACT DOCUMENTS: It is the definite intention of these Contract Documents to provide for 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 Documents, shall do all extra or special work as may be considered by the 0111ner 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 labor, tools, materials, machinery, equipment, special services, and incidentals necessary to the prosecution and completion of the project. C4-4.2 SPECIAL PROVISIONS: Should any work or conditions which are not thoroughly and satisfactorily stipulated er covered by General or Special Conditions cf these Contract Documents be anticipated, or should there be any additional proposed work w~ich 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 fer 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 OWner reserves the right to alter the quantities cf 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. ·such increased or decreased quantity shall not be mer~ than 25 percent of the contemplated quantity of auch item or items. When such changes increase or decrease the original quantity of any item or items of work to be done or materials to be furnished by the 25 percent or mere, then either party to the contract shall upon written request to the other party be entitled to a revised consideration upon that portion of the work above or below the 25 percent of the original quantity stated in the proposal: such revised consideration to be determined by special agreement or as hereinafter provided for ~Extra wort.• No allowance will be made for any changes in anticipated profits nor shall such changes be considered as C4-4 Cl) 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 or sanitary sewer pipe in each pipe size, but not to the various depth categories. C4-4.4 ALTERATION OF CONTRACT DOCUMENTS: By Change Order, the Owner reserves the right to make such changes 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 do not materially alter the original Contract Documents or change the general nature of the project as a whole. Such changes shall not be considereo as waiving or invalidating any condition or provision of the Contract Documents. C4-4.S EXTRA WORK: Additional work made necessary by changes and alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents, shall be defined as •Extra Work• and shall be performed by the Contractor in accordance with these Contract Documents or approved additions thereto: provided, however, that before any extra work is begun a •change Order• shall be executed or written order issued by the Owner to do · the work for payments or credits as shall be determined by one or more combination of the following methods: a. Onit bid price previously approved. b. An agreed lump sum. c. The actual reasonable cost of Cl> labor, <2> rental of equipment used on the extra work for the time so used at Associated ·General Contractors of America current equipment rental rates, (3) materials entering permanently into the project, and <4> actual cost of insurance, bonds, and social security as determined by the Owner, plus a fixed fee to be agreed upon but not to e~ceed 101 of the actual cost of such extra wo~k. The fixed fee is not to include any additional profit to the Contractor for rental of equipment owned by him and used for the extra work. The fee shall be full and complete compensation to cover the cost of superintendence, overhead, other profit, general and all other expense not included in Cl>, <2>, (3>, and (4) above. The Contractor shall keep accurate cost records on the form and in the method C4-4 C2) r . ,.· ~ I ~- . r··· --"'- suggested by the Owner and shall give the Owner access to all accounts, ~ills, vouchers, and records relating to the Extra Work. No "Change Order" shall become effective until it has been approved and signed by each of the Contracting parties. No claim for Extra Work of any kind will be allowed unless ordered in writing by the Owner. In case any orders or instructions, either oral 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 authorizing such Extra Work, prior to beginning such work. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the Engineer insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep an accurate account of the actual reasonable cost thereof as provided under method Cltem C>. Claims for extra work will not be· paid unless the Contractor shall file his claim with the Owner within five CS> days before the time for making the first estimat~ after such work is done and unless the claim is supported by satisfactory vouchers and certified payrolls covering all labor and materials expended upon the said Extra Work. The Contractor . shall furnish the Owner such installation records of all deviations from the original Contract Documents as ~ay be necessary to enable the Owner to prepare for permanent record a corrected set of plans showing the actual installation. The compensation agreed upon for 'extra work' whether or not iniitiated by a 'change order• shall be a full, complete and final payment for all costs Contractor incurs as a r~sult or relating to the change or extra work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or .unchanged work as a result or the change or extra work. C4-4.6 SCHEDULE OF OPERATIONS: Before commencing any work under this contract, the Contractor shall submit to the Own~r and receive the owner's approval thereof, a •schedule of operations,• sho~i~g ~ya straight line .method the date of commencing and £1n1sh1n9 each of the maJor elements of the contract. There shall be also shown the estimated monthly cost of work for which estimates ar~ to be expected. Thera C4-4 (3) shall be presented also a composite graph showing the anticipated progress of construction with the time being .:lotted horizontally and the percentage of completion plotted vertically. The progress charts shall be prepared on 8-l/2" x 11" sheets and at .least five 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 first monthly 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 for completing the same. The schedule shall be in the form of a time schedule Critical Path "ethod {CPM) network diagram. ~s the work progresses, the Contractor shall enter on the diaq~am 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 schedule to ~eflect 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. ~rior to the final drafting of the detailed construction schedule, the Contractor shall review the draft schedule with the Engineer to ensure the Contractor'• understanding of the contract requirements. The following guidelines shall be adhered to in preparing the construction schedule: a. Milestone dates and final project completion dates shall be developed to conform to time constraints, sequencing requirements and completion time. b. The construction process shall be divided into activities with time durations of approximately fourteen (14) days and construction values not to exceed $50,000. Fabrication, delivery and submittal activities are exceptions to this guideline. C4-4 (4) I · ... r- I , ,, f., ~. ,. - ....... c. Dur~tions shall be in calendar days and normal holidays and ~eather conditions over the duration of the contract shall be accounted for within the duration of each activity. d. One critical path shall be shown on the ~onstruction schedule. e. f. 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. Thirty days shall be used for submittal review unless otherwise specified. The construction schedule shall as a minimum be divided into general categories as indicated in the Proposal and Technical Specifications and each general category shall be broken down into activities in enough detail to achieve activities of approximately fourteen· Cl4) days duration. For each general 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 subcontracts, the construction schedule shall indicate the following procurements, construction and preacceptance activities and events in their logical sequence for equipment and mat~rials. l. Preparation and transmittal of submittals. 2. Submittal review periods. . 3. Shop fabrication and delivery • 4. Erection or installation. s. Transmittal of manufacturer's operation and maintenance instructions. 6. Installed equipment and mat~rials testing. 7. OWner's operator instruction <if applicable). 8. Final inspection. C4-4 CS) 9. 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 necessary to improve his progress. In addition, the Owner may require the Contractor to submit a revised schedule demonstrating his program and proposed plan to make ~p 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 may require the Contractor to increase the work force, the construction plant and equipment, the number of work shifts or the overtime oper5tions without additional cost 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 with such diligence as will insure its completion within the time specified. C4-4 (6) ,: .. ~ r··. f:. 'i FART C -GENERAL CONDITIONS CS-5 CONTROL OF WORK AND MATERIALS SECTION CS-5 CONTROL OF WORR AND MATERIALS CS-5.l 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 o·r 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 programs incident thereto, and he will not be responsible for Contractor's failure to perform the vork in accordance with the contract documents. Be shall determine the .amount and quality of the work completed and materials furnished, and bis decisions and estimates shall be final. Bis estimates in such event shall be a condition to the right of the Contractor to receive money due him under the Contract. The Owner shall have executive authority to enforce and make effective such necessary decisions and orders as the Contractor fail• to carry out promptly. In the event of any dispute between the Engineer and Contractor over the decision of the Engineer on any such matters, ·the Engineer must, within a reasonable time, upon written request of the Contractor, render and deliver to both the Owner apd Contractor, a written decision on the matter in controversy. cs-s.2 CONFORMITY WITB PLANS: The finiahed project in all cases shall conform with lines, gradea, crosa-sections, finish, and dimensions shown on the plans or any other requirements otherwise described in the Contract Documents. Any dev~ation from. the approved C~ntract Do~uments required by the Eng.ineer during construction will in all cases be determined by the Engineer and authorized by tbe Owner by Change Order. cs-s (l) CS-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 specifications, special conditions shall govern over general ··onditions and standard specifications, and quantities shown on the plans 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 corrections or interpretations as may be deemed necessary for the fulfillment of the intent of the Contract Documents. In the event ~he Contractor discovers an apparent error or discrepancy, be 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 conf·lict. cs-S.4 COOPERATION OF CONTRACTOR: The Contractor will be furnished with three sets of the Contract Documents and shall have available on the site of the project at all times one set of such Contract Documents. The Contract shall give to the work the constant attention necessary to facilitate the progress thereof and shall cooperate witb the Engineer, bis inspector, and other Contractors in every possible way. The Contractor shall at all times have competent personnel available to the project site for proper performance of the work. The Contractor ahall provide and maintain at all times at the site of the project a competent, English-speaking superintendent and an assistant who are fully authorized to act as the Contractor's agent on tbe work. Such superintendent and his assistant shall be capable of reading and understanding the Contract Documents and shall receive and fulfill instructions from the Owner, the Engineer, or his authori:ed representatives. Pursuant to tbia responsibility of the Contractor, the Contractor shall designate in writing to the project superintendent, to act as tbe Contractor's agent on the work. Such assistant project superintendent shall be a resident of Tarrant County, Texas and shall be subject to call, as is the project Superintendent, 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 cs-s (2) r : . " . ~· I :: I fl:.: ·.._ I ,; adequately provide for the safety or convenience of the traveling public or the owners of property across which the project extends or 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. cs-s.s EMERGENCY AND/OR RECTIFICATION WORK: When, in the opinion of the owner or Engineer, a condition of emergency exists related to any part of the work, the Contractor, or the Contractor through his designated representative, shall respond with dispatch to a verbal request made by the OWner or Engineer to alleviate the emergency condition. Such a response shall occur day or night, whether the project is scheduled on a calendar-day or on a working-day basis. Should th·e . Contractor fail to respond to a request from · the Engineer to rectify any discrepanci~~, omissions, or corrections necessary to conform with the requirements of the project specifications or plans, the Engineer shall give the Contractor written notice that such work or changes 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 not show just cause for not taking the proper action, within 24 hours, the City may take 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 251, from any funds due the Contractor on the project. CS-5.6 FIELD OFFICE: The Contractor shall provide, at no extra compensation, an adequate field office for use of the Engineer, if specifically called for. The field office shall be not less than 10 by 14 feet in floor area, substantially constructe~, well heated, air conditioned, lighted, and weather-proof, so that documents will not be damaged by the elements. CS-5.7 CONSTRUCTION STA~ES: The City, through its Engineer, .will furnish the Contractor with all lines, grades, and measurements necessary to the proper prosecution and control of the work contracted for under these Contract Documents, and lines grades and measurements will be established by means of stake; or other customary method of marking as may be found consistent with good practice. cs-s (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 have been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost of .replacing such stakes or marks plus 251 will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. cs-s.e AUTHORITY AND DUTIES OF CITY INSPECTORS: City Inspectors will be au~borized to ·inspect all work done 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 the 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 such failure or other infringements. Such inspection or lack of inspection will not relieve the Contractor from any obligation to perform the work in accordance with the requirements of the Contract Documents. In case of any dispute arising between the Contractor and the City Inspector as to the materials or equipment furnished or the manner of performing the work, the City Inspector will have authority 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 to approve or accept any portion or section of the work, nor to issue any instructions contrary to the requirements of .the Contract Documents. Be will in no case act as superintendent or foreman or .,perform any other duties for the Contractor, or interfere with the management or operation of the work. Be 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 tbe City Inspector or Engineer when the same are consistent with the obligations of the Contract Documents, provided, however, abould the contractor object to any orders or instructions of the City Inspector, the Contractor may within six days make written appeal to the Engineer for bis decision on the matter in controversy. cs-s (4) .-,.: CS-5.9 INSPECTION: The Contractor shall furnish the Engineer with every reasonable facility for ascertaining whether or not the work as performed is in accordance with the requirements of the Contract Documents. If. the Engineer so requests, the Contractor shall, at any time before acceptance of 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 prove 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 vork shall be done or materials used without suitable supervision or inspection. cs-s .10 REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORK: All work, materials, or equipment which has been rejected shall be remedied or removed and replaced in an acceptable manner by the Contractor at his ovn expense. Work done beyond the lines and grades given or as shovn on the plans, except as herein specifically provided, or ·any Extra Work done without vritten authority, will be considered as unauthorized and done at the expense of the Contractor and will not be paid for by the Owner. Work so done may be ordered· removed at the Contractor's expense. Upon 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 or removed and replaced and unauthorized work to be removed, and the cost thereof may be deducted from any money due or to become due to the Contractor. Failure to require the removal of any defective or unauthorized work &ball not constitute acceptance of such vorks. · cs-s.11 SUBSTITUTE MATERIALS ORE UIPMENT: If the Speci ications, law, ordinance, codes or regulations permit contractor to furnish or use a substitute that is equal to any material or equipment specified, and if Contractor wishes to furnish or use a proposed substitute, be shall, prior to the preconstruction conference, make written application to ENGINEER for approval of such substitute 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 specified and be suited to the same use and capable of performing the same function as that specified1 and identifying all variations of the proposed cs-s (5) :3ubstitute from tha~ 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 such 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. cs-s.12 SAMPLES AND 'l'ESTS OR MATERIALS: Where, in the opinion of the Engineer, or as called for in the Contract Documents, 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. rhe failure of theOWner to make any tests of materials shall ~e in no way relieve the Contractor of bis responsibility of furnishing materials and equipment fully conforming to the requirements of the Contract Documents. Testa and sampling of materials, unless otherwise specified, will be made in· accordance with the latest methods prescribed by the American Society for Testing .Materials or specific 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 permiaaion of the Engineer, use the materials represented by the samples until tests have been made and the materials approved for use. 'l'he Contractor will furnish adequate samples without charge to the Owner. In case of concrete, the aggregates, design minimum, and the mixing and transporting equipment ahall be approved by the Engineer before any concrete is placed, and the Contactor shall be responsible for replacing any concrete which does not meet the requirements of the Contract Documents. Tests aball be made at least 9 days prior to the placing of concrete, using samples from the same aggregate, cement, and mortar which are to be used later in the concrete. Should the so~rce of supply change, new tests shall be made prior to tbe use of the new materials. cs-5.13 STORAGE OF MATERIALS: All materials which are to be used in the construction operation shall be stored so aa to insure the preservation of the quality and fitness of the work. When directed by the Engineer, they shall be placed on wooden platforms or other hard, clean durable surfaces and not on the cs-s (6) -, I " ' -· .?. . I . ground, and shall be placed under cover when directed. Stored materials shall be placed and located so as to facilitate 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 best 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 of, existing underground utilities. The location of many gas mains, water mains, conduits, sewer lines and service lines for all utilities, etc., is unknown to the Owner, and the Owner assumes no responsibility for failure to show any or all such structures and utilities on the plans or to show them in their exact location. It is mutually agreed that such failure will not be considered sufficient basis for claims for additional compensation for Extra Work or for increasing the pay quantities in any manner whatsoever, unless an obstruction encountered is such as to necessitate changes in the lines and grades of considerable magnitude or requires the building of special works, provision for which is not made in the Contract Documents, in which case the provision in these Contract Documents for Extra Work shall apply. It shall be the Contractors responsibility to _verify locations of adjacent and/or conflicting utilities sufficiently 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 take all necessary precautions in order to protect all existing utilities, structures and service lines. Verification of existing utilities, structures and service lines shall include notification of all u~ility companies at least forty eight C48) hours in advance of construction including exploratory excavation if necessary. All verification of existing utilities and their adjustment shall be considered as subsidiary work. cs-5.15 INTERRUPTION OF SERVICE: a. Normal Prosecution: In the normal prosectuion of work where the interruption of service is necessary, the Contractor, at least 24 hours in advance, shall be required to: 1. Notify the Water ·Department's Distribution Division as to location, time, and schedule of service interruption. cs-s (7) b. 2. Notify each customer personally through responsible personnel as to time and schedule of the interrup;ion 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 shall say: Due to Utility Improvement in your neighborhood, your <water) <aewer) service will be inter- rupted on between the hours of and • ---- Thia inconvenience will be as short as possible. Thank you, Contractor Address Phone Emergency: In tbe event that an unforeseen aervice interruption occurs, notice shall be aa above,but immediate. CS-5.16 MUTUAL RESPONSIBILITY OP CONTRACTORS: If, through acts or neglect on the part of the Contractor, any -other Contractor or any sub-contractor ahall auffer loss or damage on the work, the Contractor agrees to settle with such other Contractor or sub-contractor by agreement or arbitration. If auch 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 tbe Contractor, who shall indemnify and save harmless the Owner against any such claim. - cs-5.17 CLEAN-OP: Clean-up of surplus and/or waste materials accumulated on the job site during the prosecution of the work under these Contract Docum.ents shall be accomplished in keeping with a daily routine established to the the satisfaction of the Engineer. Twenty-fours fours after written notice is given to the Contractor that tbe clean-up on tbe job site is proceeding in a manner unsatisfactory to the ~ngineer, if the Contractor fails to correct the cs-s (8) unsatisfactory procedure, the City may take such direct action as the Engineer deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice, and the costs of such direct a~tion, plus 25% of such costs, shall be deducted from monies due or to become due to the Contractor. Opon the completion of the project as a whole as covered by ~ these Contract Documents, and before final acceptance and final payment will be made, the Contractor shall clean and remove from the site of the project all surplus and discarded materials, temporary structures, and debris of every kind. Be shall leave the site of all work in a neat and orderly condition equal to that which originally existed. Surplus and waste materials removed from the site of the work shall be •t 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 condition. No extra compensation will be made to the Contractor for any clean-up required on the project. CS-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 be 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 o~ final inspection of the work. cs-s (9) .... ~- PART C -GENERAL CONDITIONS C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY SECTION C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY C6-6.l 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 based on the violation of any such law, ordinance, regulation, or order, whether it be by him.self or bis employees. C6-6.2 PERMITS AND LICENSES: The Contractor shall procure all permits and licenses, pay all 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: If the Contractor is required or desires to use any design, device, material, or process covered by letter, patent, or copyright, he shall provide for such use by suitable legal agreement with the patentee or owner of auch patent, letter, 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 Owner 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 or copy right in connection with the work agreed to be performed under these Contract Documents, and -shall indemnify the Owner for any cost, expense, or damage which it may be obliged to pay by reason of such infringement 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 infringement of any patent claimed to be infringed upon by ·the design, type of construction or material or equipment specified in the Contract Documents furnished the Contractor by the owner, and to bold the Contractor harmless on account of such suits. C6-6 Cl) 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 secluded 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 ao 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 AND CONVENIENCE: Materials or equipment stored about the work shall be so placed and used, and the work shall at all times be ao conducted, aa 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 aa 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 ingreaa and egress for normal vehicular traffic,·except during actual trenching or pipe installation operations, at all driveway crossings. Sucb provisions may include bridging, placement of crushed atone or gravel or aucb other means of providing proper ingress and egreaa for tbe property served by tbe driveway as the Engineer may approve aa 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 make arrangements aatisfactory to the Engineer at any location, the Contractor ahall make arrangements satisfactory to tbe Engineer for the diversion of traffic, and sball, at bis own expense, provide all material• and perform all work necessary for the conatruction and maintenance of roadways and bridges for auch diversion of traffic. Sidewalks must not be obstructed except by special permission of the Engineer. The materials excavated and the construction materials such as pipe used in the construction of the work shall be placed so as not to endanger the work or prevent free access to all fire hydrants, fire alarm boxes, police call boxes, water valves, C6-6 (2) gas valves, or manholes in the vicinity. The 01-1ner 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 C~ntractor, save in cases of emergency when it shall have the right to remedy any neglect without notice, and in either case, the cost of such work done or materials furnished by the Owner or by the City shall be deducted from monies due or to become due to the Contractor. The Contractor, after approval of the Engineer, shall notify the Fire Department Beadquarters, Traffic Engineer, and Police Department, when any street or alley is requested to be closed or obstructed or any fire 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 shall 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 for 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 to or on the site of the work. Wherever any such damage may be done, the Contractor shall immediately satisfy all claims of property owners, and no payment will be made by the Owner in settlement of such claims. Tbe Contractor shall file with the Engineer a written statement ahowing 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 shown in the Contract Documents, or as 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 interfere with the use of spaces that may be designated to be 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 (3) . ,, ' carried on in such manner as not to interfere with the operation of trains, loading or unloading of cars, etc. Other contractors of the 01,,mer 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 cost and expense. C6-6.7 RAILWAY CROSSINGS: When the work encroaches upon any right-of-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 i• related to the railway properties. The Contractor will not be given extra or additional compensation for such railway crossings unless specifically set forth in the Contract Docwnenta. C6-6. 8 BARRICADES, WARNINGS AND WATCHMEN: Where the work is carried on in or adjacent to any street, alley, or public place, the Contractor shall at his own expense furnish, erect, and maintain such barricades, fences, light• 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 color that will be visible at night. Prom sunset to sunrise the Contractor •hall 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 padeatrians 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 asaignmenta in sufficient numbers to protect the work and prevent accident or damage. All installations and procedures shall be consistent with the provisions set forth in the •19so Texas Manual on Uniform Traffic Control Devices for Streets and Highways• issued under the authority of the •state of Texas Uniform Act Regulating Traffic on Highways•, codified as Article 6701d Veron'• Civil statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. C6-6 · (4) ,. :.- l_.·:·. !he Co~tract~r will not remove any regulatory sign, 1nstruct1onal sign, street name sign, or other sign which has been erected by the City. If it is determined that a sign must be removed to permit required construction, the Contractor shall contact the Transportation and Public Works department, Signs and Markings Division (phone number 8780-8075), to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above referenced manual and such temporary sign must be installed prior to the removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When construction .work is completed to the extent that the permanent·sign can be re-installed, the Contractor shall again contact the Signs and Markings Division to re-install the permanent sign and shall 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, fences, lights, or watchmen to protect them. Whenever evidence is found of such damage to the work the Engineer may order the damaged portion immediately removed and replaced by the Contractor at the Contractor's own expense. The Contractor'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 conve.nience of the 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. C6-6.9 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 notify the proper representative of any public service corporation, any company, individual, or utility, and the ovner, not leas than twenty-four hours in C6-6 (5) 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 explosives.· · 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 ClO> days after receipt of written notice of the claim to the Contractor from either the City or the claimant. The City shall proceed to give ~otice 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 shail 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 heavy traffic routes. c,-6.10 WOR~ WITHIN EASEMENTS: Where the vork passes over, through, or into private property, the OWner will provide auch right-of-way or easement privileges as the City may deem necessary for the prosecution of the vork. 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 vork area shall be acquired for the benefit of the City. The City shall be notified in writing 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 tbe property owner has been secured in writing by the Contractor and a copy furnished to the Engineer. Unless specifically provided otherwise, the Contractor aball clear all rights-of-way or ease~ents of obstructions wbicb must be removed to make possible proper prosecution of the work as a part of the project construction operations. The Contractor shall be responsible for the preservation of and shall use C6-6 (6) f .. ; every precaution to prevent damage to all trees, shrubbery, plants, la\llms, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, 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 O\llffiers or occupants of public or private lands or interest in lands which might be affected by the work. Such notice shall be made at least 48 hours in advance of the beginning of the work. Notices shall be applicable to both public and private utility companies or any corporation, company, individual, or other, either as owners or occupants, whose land or interest in 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 execution of the work, or at any time due to defective work, material, or equipment. When and where any direct or indirect or ~njury is done to public or private property on acc·ount 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, be shall restore or have restored at his own cost and expense such property to a condition at least equal to that existing before such damage or injury was done, by .repairing, rebuilding, or otherwise replacing and restoring as may be directed by the Owner, or he shall make good such damages or injury in a manner acceptable to the owner of the property and the Engineer. 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. When wire fencing, either wire mesh or barbed wire is to be crossed, the Contractor shall set cross braced posts on either side of permanent easement before the fence is cut. Should additional fence cuts be necessary, the Contractor shall provide cross braced posts at point of the proposed cut in addition to the cross braced posts provided at the permanent easements limits, before tbe fence is cut. Temporary fencing shall be erected in place of the fencing removed whenever the work is not in progress and when the site is vacated overnight, and/or at all times to prevent livestock from entering the construction area. The cost for fence removal, temporary closures and replacement shall be subsidiary to the various items bid in the project C6-6 C7) proposal~ Therefore, no separate payment shall be allowed for any service associated with 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 any monies due or to become due to the Contractor under this Contract. C6-6.ll INDEPENDENT CONTRACTOR: It is understood and agreed by the parties 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 service& performed hereunder, and all persons performing same, and shall be solely responsible for the acts and omissions of ita officers, agents, servants, employees, contractors, subcontractors, licensees and invitees. The doctrine of respondeat superior shall not apply as between Owner and Contractor, its officers, agenta, employees, contractors and subcontractors, and nothing herein ahall 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, it• officer•, agents, servants, and employees from and against any an all claims or suits for property damage or loss and/or personal injury, including death, to any and all persons, of whatsoever kind or character, whether real or aseerted, arising out of or in · connection with, directly or indirectly, the work and services to be performed hereunder by Contractor, its officers, agents, employees, contractors, subcontractors, licensees or invitees, wh~ther or not caused, in whole or in part, by alleged negligence on the part of officers, agents, servants, employees, contractors, subcontractors, licensees and invitee• of the owner: and said Contractor does hereby covenant and agree to assume all liability and responsibility of OVner, ita officers agents, servants and employees for property damage or loss, and/or personal 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 performed hereunder by contractor, its officers, agents employees, contractors, subcontractors, licensees and invitees, whether or not caused, C6-6 (8) ,• ,r . (.'''•, in whole or in part, by alleged negligence of officers, agents, servants, employees contractors subcontractors, 1icensees or invitees of fhe owner. c~ntractor likewise covenants and agrees to, and does hereby, indemnify and hold harmless Owner from and against any and all injuries,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 whole or in part, any and all alleged acts or omissions of officers, agents, servants, employees, contractors, subcontractors, licenses, or invitees of the Owner. ln the event a written 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 Water 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 been 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-day period, the Contractor may be deemed to be entitled to a semi-final 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 such work, and such semi-final payment may then be recommended by the Director. The Director shall not recommend final payment to a Contractor against whom such a claim for damages is outstanding for a period of six months following the date of the acceptance of the work performed unless the Contractor submits evidence in r . writing satisfactory to the Director that: l. The claim bas been settled and a release baa been obtained from the claimant involved, or 2. Good faith efforts have been made to settle such outstanding claims, and such good faith efforts have failed. If condition Cl) above is met at any time within the six month period, the Director shall recommend that the final payment to the Contractor be made. If condition C2) above is met at any time within the six month period, the Director may recommend that the final payment to the Contractor be made. At the 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.l3 CONTRACTOR'S CLAIM FOR DAMAGES: Should the Contractor claim compensation for any alleged damage by reason of the acts or omissions of the Owner, he shall within three days after the actual sustaining of such alleged damage, make 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 damage 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, bills of lading, and other books or papers containing any evidence as to the amount of such alleged damage. Dnless such statements shall be filed as hereinabove required, the Contractor'• claim for compensation shall be waived, and be shall not be entitled to payment on account of such damages. C6-6.l• ~DJ~STMENT OR RELOCATION OP PUBLIC OTILI'l'IES( ETC.: In case it is necessary to change, move, or alter in any manner the property of a public utility or others, the said property shall not be moved or interfered with until orders thereupon have been issued by the Engineer. The right is reserved to the owners of public utilities to enter the geographical. limits of the Contract for the purpose of making such changes or repairs to their property that may be ~ecessary by the performance of this contract. C6-6.l5 TEMPORARY SEWER AND DRAIN CONNECTIONS: When existing sewer lines have to be taken up or removed, the Contractor shall, at his own expense 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 be •hall provide and maintain, at his own cost and expense, adequate pumping facilities and temporary outlets or diveraions. The contractor, at his own cost and expense, shall construct such troughs, pipes, or other structures necessary, and be prepared at all times to dispose of drainage and sewage C6-6 ClO) I p.:·-:, :·.·. ff"-: f . r-·-·. :r ·. 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 specified 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 City water in connection with any construction work, he shall make complete and satisfactory arrangements with the Port Worth City Water Department for 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 the use of all existing fire hydrant and/or valves is detailed in Section E2-l.2 USE OF FIRE HYDRANTS AND VALVES in these General Contract Documents. When meters are used to measure the water, the charges, if any, 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 &hall be made on estimates and rates established by the Director of tbe Fort Worth Water Department. C6-6 .17 USE OF A SECTION OR PORTION OF 'l'HE WORK: Whenever, in the opinion of the Eng~neer, any section or portion of the work or any structure ia in suitable condition, it may be put into use upon the written order of the Engineer, and such usage shall not be held to be in any way an acceptance of said work or structure or any part thereof or as a waiver of any of the provisions of these Contract Documents. All necessary repairs and removals of any section of the work so put into use, due to defective materials 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 WORX: Until written acceptance by the Owner as provided for in these contract Documents, the work shall be under the charge and care of the Contractor, and be shall take every necessary precaution to prevent injury or damage to the work or any part C6-6 (11) thereof by action of the elements or from any cause whatsoever, whether arising from the execution or nonexecution of the work. The Contractor shall rebuild, repair, restore, and make good at his own expense all injuries or damag~ to any portion of the work occasioned by any of the hereinabove causes. C6-6.l9 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 cf any provision of the Contract Documents. >.ny 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 provisions of these Contract Documents or in exercising any power of authority granted thereunder, there shall be no liability upon the authorized representatives of the Owner, 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 Worth, an organization wbicb .qualifiea for exemption pursuant the provisions of Article 20.04 <B> of the Texas Limited Sales, excise, and Use Tax Act, the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in tbe performance of thia contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any aucb exemption certificate issued by the Contractor in lieu of the tax shall be aubject to ana shall comply witb the provisions of State Comptroller'• Ruling .011, and any other applicable State Comptroller rulings pertaining to the Texas Limited Salee, Excise, and Oae Tax Act. on a contract awarded by a developer for the construction of a publicly-owned improvement in a street right-of-way or other easement which has been dedicated to tbe public and the City cf Fort worth, an organization which qualifies for exemption pursuant to the provisions of Article 20.04 <B> of tbe Texas limited Sales, Excise, and Use Tax Act, the Contractor can probably be exempted in the same manner stated above. C6-6 (12) ! ·. L ?i ." ;, Limited Sale, Excise and Use Tax permits and information can be obtained from: Comptroller of Public Accounts Sale Tax Division Capitol Station Austin, TX C6-6 (13) r.: .•. :~ ..... , . .~\·~ .. iilll •", . f :.. ·:r.; PART C -GENERAL CONDITIONS C7-7 PROSECUTION AND PROGRESS SECTION Ci-7 PROSECUTION AND PROGRESS: Ci-7.l SUBLETTING: The Contractor shall perform with his own . organization, and with the assistance of workman under his immediate superintendance, 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 be done under these Contract Documents, he will not under any circumstances be 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 or workmen of the Contractor and shall be subject to the same requirements as to character and competency. 'l'he Owner will not r~cognize any subcontractor on the work. 'l'he Contractor shall 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 ASSIGNMEN'l' OF CON'l'RAC'l': -'l'he Contractor shall not assign, transfer, sublet, 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, company, firm, or corporation, or does by bankruptcy, voluntary or involuntary, or by assignment under the inaolvency 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 any such revocation or annulment, any monies due or to become due under 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 fix the actual damages • C7-7.3 PROSECO'l'ION OF '1'BE 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 C7-7 <l> prosecuting the work and ordering materials and equipment which he expects to follow in order to complete the project in the scheduled time. There shall also be submitted a table of estimated amounts tobe earned by the Contractor during each monthly estimate period. 'l'be Contractor shall commence 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 equipment, materials, and labor as is necessary to insure its completion within the time limit. 'l'he sequence requested of all construction operations shall be at all times as specified in the Special Contract Documents. Any deviation from scub sequencing shall be submitted to the Engineer for bis 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. 'l'he contract time may be changed only as set forth in Section C7-7.8 •Extension of Time of Completion• of tbia Agreement, and a progress schedule shall not constitute a change in the contract time. C7-7.4 LIMITATIONS OP OPERATIONS: The working operations shall at all times be conducted by the Contractor ao ·ae to create 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 operations in a portion of a street or public way greater than is necessary for 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 ia commenced on any additiona1 s ·ection or street. C7-7. S CHARACTER OP WORKMEN ARD EOUIPMEN'l': Local labor shall be used by the Contractor ia available. The Contractor may bring in from outside the City of Port Worth bi• key men and his superintendent. All other workmen, including equipment operators, may be imported only after the local supply ia exhausted. The Contractor shall employ only such superintendents, foremen, and workmen who are careful, competent, and fully qualified to perform the duties or tasks assigned to them, and the Engineer may demand and secure the summary dismissal of any person or persona employed by the contractor in or about or on the work who, in the opinion of the owner, shall misconduct himself or be found to be incompetent, disrespectful, intemperate, dishonest, or C7-7 (2) I ., . ; ......... ,r ..... t otherwise objectionable or neglectful in the proper performance ~f his or their duties, or who neglects or refuses to comply w~th or carry out the directions of the OWner, and such person or persons shall not be employed again 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 work 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 be subject to the approval of the Engineer and shall be maintained in a satisfactory, safe and efficient working condition. Equipment on any portion of the work shall be such that no injury to the work, workmen or adjacent property will result from its use. C7-7.6 WORK SCHEDULE: Elapsed working days shall be computed starting with the first day of work completed as defined in Cl-l.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. 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 on the project on such a specific Saturday, Sunday or Legal Holiday must be, in the opinion of the Engineer, essential to the timely completion cf the project. The Engineer's decision shall be final in response to sueh a request for approval to work on a specific Saturday, Sunday or Legal Holiday, and no extra compensation shall be allowed to the Contractor for any work performed on •uch 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 C3> C7-7.7 TIME OF COMMENCEMENT AND COMPLETION: The Contractor shall commence the working operations within the time specified in the Contract .Documents and set forth in the Work Order. 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 witnin the time established in such documents and such extension of time as may be properly authorized by the OWner. C7-7.B EXTENSION OF TIME COMPLETION: The Contractor's request for an extension of time of completion shall be considered only when the request for such extension is submitted in writing to the Engineer within seven days from and after the time alleged cause of delay shall have occurred. Should an 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, epidemics, quarantine restrictions, strikes, freight embargoes, or delays of sub-contractors due to such causes. When the date of completion ia based on a calendar day bid, a request for extension of time because of inclement weather will not be considered. A request for extension of time due to inability to obtain supplies and materials will be considered only when a review of the Contractor's purchase order dates and other pertinent data as requested by the Engineer indicates that the Contractor bas made a bonafide attempt to secure delivery on schedule. '!'bis shall include efforts to obtain the supplies and materials from alternate sources in case the first source cannot make delivery. If satisfactory executio~ and completion of the contract should require work and materials in greater amounts or quantities than those set forth in the approved Contract Documents, then the contract time may be increased by Change Order. C'-7.9 DELAYS: The Contractor shall receive no compensation ~-·. delays or hindrances to the work, except when direct and u jvoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if C7-7 (4) ~·_?'. ·% :· ~·:· ~ any, which is to be furnished by the City. ~hen 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 Council shall b~ final and binding. If delay is caused by specific orders given by the Engineers to stop work, or by the performance of extra work, or by the failure of the City to provide material or necessary instructions for carrying on the work, then such delay will entitle the Contractor to an equivalent extension of time, his application for which shall, however, be subject to the approval of the City Council; and no such extension of time shall release the Contractor or the surety on his performance bond from all bis 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 on 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 ~he contract documents. The number of days indicated shall be a realistic estimate of the time required to complete the work covered by the specific contract being bid upon. The amount of time so stated by the successful bidder or the City will become the time of completion specified in the Contract Documents. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, or the increased time granted by the Ovner, or as automatically increased by additional work or materials ordered after the contract is signed, the sum per day given .in the following schedule, unless otherwise specified in other parts of the Contract Documents, will be deducted from monies due the Contractor, not as a penalty, but as liquidated damages suffered by the OWner. AMOUNT OF CONTRACT Less than $ 5,000 inclusive $ 35.00 $ 5,001 to $ 15,000 inclusive $ 45.00 $ 15,001 to $ 25,000 inclusive $ 63.00 $ 25,001 to $ 50,000 inclusive $ 105.00 $ 50,001 to $ 100,000 inclusive $ lS4.00 $ 100,001 to $ 500,000 inclusive $ 210.00 C7-7 CS) $ 500,001 to $1,000,001 to $2,000,001 and over $1,000,000 inclusive$ $2,000,000 inclusive$ s 315.00 420.00 630.00 The parties hereto understand and agree that any harm to the City caused by the Contractor's delay in completing the work hereunder in the time specified by the Contract Documents would be incapable or very difficult of accurate estimation, and that the •Amount of Liquidated Damages Per Day•, as set out above, is a reasonable forecast of just compensation due the City for 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 in the event the work is suspended by a Court order. Neither will the Owner be liable to tbe Contractor by virtue of any Court Order or action for which the OWner is not solely responsible. C7-7.12 TEMPORARY SUSPENSION: The OWner shall have the right to suspend the work operation wholly or in part for such period or periods of time as be 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 become necessary to suspend work for an indefinite period, the Contractor aball store all materials in such manner that they will not obstruct or impede the public unnecessarily nor become da:naged in any way, and be shall take every precaution to prevent damage or deterioration of the work performed: h~ shall provide suitable drainage about the work, and erect temporary structures where necessary. Should the Contractor not~ able to complete a portion of the project due to causes beyond the control of and without the fault or negligence of the Contractor as set forth in Paragraph C7-7.8 EXTENSION OP THE TIME OF COMPLETION, 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, then the contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the Engineer C7-7 (6) -· .f,: that constr~ction may b~ rasumed. Such reimbursement shall be based on act~al cost to the Contractor of moving the eq~ipment and no profit ~ill be allowed. No reimbursement sh~ll be allowed if the equipment is mov~a to another construction project for the City of Fort ~orth. The Contractor shall not suspend work without written notic~ from the Engine~r and shall proceed with the work operations promptly when notified by the Engineer to so resume operations. Ci-7.13 TERMINATION OF CONTRACT DUE TO NATIONAL EMERGENCY: Whenever, because of National Emergency, so declared by the President of the United States or other la~ful authority, it becomes impossible for the Contractor to obtain all of the necessary labor, materials, and equipment for the prose:ution of the work with reasonable continuity for a p~riod of two months, the Contractor shall within seven days notify the City in writing, giving a detalled statement of the efforts whlch ~ave been made and listing all necessary items of labor, materials, and equipment not obtainable. If, after investigations, the Owner finds that such conditions existing and that the inability of the Contractor to proceed is not attributable in whole or in part to the fault or neglect of the Contract, then if the O~er cannot after reasonable effort assist the Contractor in procuring and making available the neces~ary labor, materials and equipment within thirty days, the Contractor may request the OWner to term.inat~ the contract and the O"'Tler may comply with the request, and the termination shall be conditioned and based upon a final settlement mutually acceptable to both the Owner and the Contractor and final payment shall be made in accordane~ with the terms of the agreed settlement, which shall include, but not be limited to, the payment for all work executed but no anticipat~d profits on work ~hich has not been performed. C7-7.14 SUSPENSION OR ABANDONMENT OF THE WORJC AND ANNULMENT OF CONTRACT: T~e work opP-rations on all or any portion or section of the work ~nder Contract shall be suspended immediately on written ~rder of the Engineer or the Contr&ct may b~ declared cancelled by the City Council for any good an3 sufficient cause. The following, ~y way of exampl~, but not of limitation, may be considered grounds for suspension or cancellation: a. Failure of the Contractor to commenc-. work operations within the time specified in the W~rk -Order issued by the OVlner. C7-7 (7) ' ", b. Substantial 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 operations. 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 · g. any requirements of the Contract Documents or to comply with any orders given by the Engineer or OWner provided for in these Contr~ct Documents. Failure of the Contractor ·promptly to make good any defect in materials or workmanship, or any defects of any nature the correction of which has been directed in writing by the Engineer or the OWner. b . Substantial evidence of collusion for the purpose of illegally procuring a contract or perpetrating fraud on the City in the construction o! work under contract. i. A substantial indication that the Contractor baa made an unauthorized assignment of the contract o.r any funds due therefrom for tbe benefit of any creditor or for any other purpose. j. If the Contractor shall for any cause whatsoever not carry on the working operation in an acceptable manner. k. If the Contractor commence• legal action against the Owner. A copy of the suspension order or action of the City Council shall be served on the Contractor's Sureties. When work is suspended for any cause or causes, or wben the contract is cancelled, the Contractor shall discontinue the work or such part ther~of as th~ owne~ shall designate, whereupon the sureties m~y, at their option, assu~e the contract or that portion thereof which the OWner has ordered the Contractor to discontinue, and may perform the sa,oe or may, with the written C7-7 CB) consent of the Owner, sublet the work or that portion of the work as taken ov~r, provided however, that the Sureties shall exercise their option, if at all, within two weeks after the written n~tice to discontinue the work has been served upon the Contractor and upon the sureties or their authorized agents. The Sureties, in such event shall assume 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 the Contract Doc~ments. All monies remaining due the Contractor at the time of this default shall thereupon become due and payable to the Sureties as the work progresses, subject to all of the terms of the Contract Documents. In case the Sureties do not, within the hereinabove specified ti~e,.exer~ise their ri;nt and option to assume the contract responsibi'l,..i ties, or that portion thereof which the Owner has ordered by ~he Contractor to discontinue, then the Owner shall have the power to complete, by contract or .otherwise, as it may determine, the work herein described or such part thereof as it ~ay deem necessary, and the Contractor hereto agrees that the Owner shall have the right to take possession of and use any materials, plants, tools, equipment, supplies, and property of any kind provided by the Contractor for the purpose of carrying on the work and to procure other tools, equipment, materials, labor and property for the completion of the work, and to charge to the account of the Contractor of said contract expense for labor, materials, tools, equipment, and all expenses incidental thereto. The expense so charged shall be deducted by the Owner from such monies as may be due or may become due at any time thereafter to the Contractor under and by virtue of the Contract or any part thereof. The Owner shall not be required to obtain the lowest bid for the ~ork completing the contract, but the expense to be deducted shall be the actual cost of the owner of such work. In case such expenses shall exceed the amount which would have been payable under the Contract if the same had been comple~ed by the Contractor, then the Contractor and his Sureties shall pay the amount of such excess to the City on notic~ from th~ o~ner of the excess due. When any particular part of t~e work is being carried on by the Owner by contract or other~ise under the provisions of this seetion, the Contractor shall continue the remainder of the work in conformity with the terms of the Contract Documents and in sucb a manner as to not hinder or interfere with performance of the work by the Owner. c7-7.15 FULFILLMENT OF CONTRACT: The Contract will be considered as having been fulfilled, save as pr~vided in any bond or ~ends or by law, when all the work and all sections o~ parts of the project covered by the Contract Documents have C7-7 (9) been finished and completed, the final inspection made by the Engineer, and th~ final acceptance and final payment made by the OWner. C7-7.l6 TERMINATION FOR CONVENIENCE OF THE OWNER: A. B. NOTICE OF TERMINATION: The performance of the work under this contract may be terminated by the Owner in whole, or from time to time in part, 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 vhich such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Mail by the Owner. Purther, it shall be deemed conclusively presumed and established that such termination is made with just cause as ther.ein stated: and no proof in any claim, demand or suit shall be required of tbE owner regarding such discretionary action. CONTRACTOR ACTION: After receipt of a notice of termination, and except as otherwise directed by the Engineer, the Contractor aball: 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 aubcontracts for materials, services or facilities except as may be necessary for completion of such portion of the work under the contract as is not terminated: 3. terminate all o~ders and aubcontracts to the extent that they relate to the performance of work terminated by the notice of termination: 4. transfer title to the Owner and deliver in the manner, at the times, and to the extent, if any, dir~cted by the Engineer: C7-7 ClO> c ··:. ~- c. a. b. the fabric3t~d or un!abricnt~d part~, ~erk in process, compl:ted worK, suppli~s and other material produced as a part of, or acqui~ed in connection with the performance of, the work terminated by the notice of termination; and the compl~ted, or partially completed plans, drawings, information and other property which, if the contract had been completed, would have been required to be furnished to the owner. 5. complete performance of such part of the work as shall not have been 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 an~ in which the Owner has or may acquire the rest. ~ta time not later than 30 days ait~r the termination date specifie~ in the notice of termination, the Contractor ~ay submit to the ~ngineer a list, certifie~ as to quantity and guality, of any or all items of termination inventory not previously dispose~ of, exclusive o! items the disposition of which has been directed or authorized by the Engineer. Not later than 15 days theraafter, the Owner shall accept title to such items provided, that the list submitted shall be subject to verification by the Engineer upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. TERMINATION CLAIM: Within 60 days after notice of term1natio~, the Contractor shall submit his termination claim to the Engineer in the form and ~ith the certification prescribed by the Engineer. Unless one or more extensions in writing a~e granted by the Owner upon request of th~ Contractor, made in writing within such 60-day period or authorized extension thereof, any and all such claims shall be conclusively deemed ~aiv~d. C7-7 Cll) D. E. 1". G. AMOUNTS: Subject to the provisions of Item C7-7.l6<C>, 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 work 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 C7-7.16CE> 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 deemed 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. FAILURE TO AGREE: In the event of the failure of the Contractor and the Owner to agree as provided - in C7-7.l6 (D) upon 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 information 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. &o amount ahall be due for lost or anticipated profits. DEDUCTIONS: In arriving at the amount due 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) any claim which the Owner may have against the Contractor in connection vith this contract: and <c> the agreed price for, or the proceeds of sale of, any materials, supplies or other things kept by tbe Contractor or sold, pursuant to the provisions of this clause, and not otherwise recovered by or credited to the OWner. ADJUSTMENT: If the termination hereunder be partial, prior to the settlement of the terminated portion of this contract, the Contractor may file with the Engineer a request in writing for an C7-7 Cl2) r.·,;. ' -B. equitable adjustment of the price or prices specified in the contract relating to the continued portion of the contract (the portion not 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 be 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. NO LIMITATION OF RIGHTS: Nothing contained in this section shall l1m1t or alter the rights which the Owner may have for termination of this contract under C7-7.l4 hereof entitled •suspension of Abandonment of the work and Amendment of Contract• or any other right which OWner may have for default or breach of contract by Contractor. C7-7.17 SAFETY METHODS AND PRACTICES: The Contractor shall be responsible for 1n1t1at1ng, 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 laws, ordinances, and regulations so as to protect person and ~ property from injury, including death, or damage in connection with the work. , i C7-7 Cl3) i , r .. · . ... ~ . - r '~ ,,;,;.,.. . FART C -GENERAL CONDITIONS CB-8 MEASUREMENT AND PAYMENT SECTION CB-B MEASUREMENT AND PAYMENT CB-B.l MEASUREMENT OF QUANTITIES: 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 made according to the United States Standard Measurements used in common practice, and will be the actual length, area, solid contents, numbers, and weights of the materials and items installed. CB-8.2 UNIT PRICES: When in the Proposal a •unit Price• is set forth, the said •unit Price• ~hall includ~ 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 done under these Contract Documents. The •onit Price• shall 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. CB-8.3 LUMP SUM: When in the Proposal a •Lump Sum• is set forth, the said •Lump sum• shall represent the total cost ·for the Contractor to f~rnish all labor, tools, materials, ·machinery, equipment, appurtenances, and all aubsidary work necessary for the construction an4 completion of all the wcrk to provide a complete and functional item as detailed in the Special Contract Documents and/or Plans. CB-8.4 SCOPE OP PAYMENT: The Contractor shall receive and accept tbe compensation, as herein provided, in full payment for furnishing .all labor, tools, materials, and incidentals fer 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 unforeseea defects or obstructions which may arise or be encountered during the prosecution of the work at any time CB-8 Cl) ~efore its final acceptance by the owner, (except as provided in paragraph CS-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 s~c~ prosecuti~n of the working operations as herein specified, or any and all infringements of patents, trademarks, copyrights, or other legal reservations, and for eompleteing the work in an acceptable manner according to the terms of the Contract Documents. The payment of any current or partial estimate prior to 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 vork under contract and its appurtenances, or any damage due or attributed to such defects, which defects, imperfection, or damage aball have been discovered on or before the final inspection and acceptance of work or during the one year guaranty period after 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 same as provided herein. · ca-e.s PARTIAL ESTIMATES AND RETAINAGE: Between the lat and 5th day of each month the Contractor shall submit to the Engineer a statement abowing an estimate of the value of the work done during the previous month, or estimate period under the Contract Documents. Not later than the 10th day of the month the Engineer aball verify auch estimate, and if it is found to be acceptable and the value of vork performed since the last partial payment was made exceeds one hundred dollars ($100.00) in amount, 901 of such estimated sum will be paid to the Contractor if the total contract amount is less than $400,000, or 951 of such estimated sum will be paid to the Contractor if the total contract amount is $400,000 or greater within twenty-five C2S> days after the regular estimate period. The City will have the option of preparing estimates on forms furnished by the City. The partial estimate 1DAY 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 the time of the estimate have not been installed. (such payment will be allowed on a basis of 851 of the net invoice value thereof.) The Contractor shall furnish the Engineer such information as be may request to aid cs-s (2) - ,.. ~- him as a guid~ in the verification or the preparation of partial estimates. lt is understood that the 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 admission 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 Contract Documents. The City reserves the right to withhold the payment of any monthly estimate if the contractor fails to perform the work strictly in accordance with the specifications or provisions of this contract. ce-8.6 WITBBOLD!NG 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. CB-8.7 FINAL ACCEPTANCE: Whenever the improvements provided for by tbe 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 improvements 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 work is satisfactory, in an acceptable condition, and has been completed in accordance with the terms of the Contract Documents and all approved modifications thereof, the Engineer will initiate the processing of tbe final estimate and recommend final acceptance of the project and final payment therefor as outlined in CB-8.8 below. ce-e.s FINAL PAYMENT: Whenever 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 on the part of the contractor, a final estimate showing the value of the work will be prepared by the Engineer as soon as the necessary measurements, computations, and checks can be made. All prior estimates upon which payment has been made are subject to necessary corrections or revisions in the final payment. CB-8 (3) The amount of the final estimate, less previous payments and any sum that have been deducted 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 ~vidence of payment as follows: Prior to submission of the final estimate for payment, the Contractor shall execute an affidavit, as furnished by the City, certifying that a11 ·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 property damages. The acceptance by the Contractor of the last or final payment as aforesaid shall operate as and shall release the Owner from all claims or liabilities under the Contract for anything done or furnished or relating to the work under 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 ·~e Contractor of any guarantees or other requirement• of the ~ntract Documents which specifically continue thereafter. C8-B.9 ADEQUACY OP DESIGN: It ia understood that the OWner believes it bas employed competent ~ngineers 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 requirement• of the said Contract Documents, all approved modification• thereof, and additions and alterations thereto approved in writing by the OWner. The burden of proof of such compliance shall be upon the Contractor to show that he baa complied with the said requirements of the Contract Documents, approved modifications thereof, and all approved additions and alterations thereto. CB-8.10 GENERAL GUARANTY: Neither the final certificate of payment nor any prov1s1on 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 C8-8 C4) pay for any damage to other work resulting therefrom ~hich shall appear within e period of one year from the date of final acceptance of the work unless a longer period is specified andshall 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 outline. The owner will give notice of observed defects with reasonable promptness. C8-8.ll SUBSIDIARY WORK: Any and all work specifically governed by documentary requirements for the project, such as conditions imposed by the Plans, the General Contract Documents or these Special Contract Documents, in which no specific it~m for bid has been provided for in the Proposal, shall be considered as a subsidiary item of work, the cost of which shall be included in the price bid in the Proposal, for each bid item. Surface restoration, rock excavation and cleanup are general items of work which fall in the category of subsidiary work. ce-e .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 shall 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 one-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. ce-8.13 RECORD DOCUMENTS: Contractor shall keep on record 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 ~, proces·s. These shall be delivered to Engineer upon completion · of the work • . ·. ,,__ ce-e <S> A- B- C. !r- D- 4 SECTION Cl- SUPPLEMENTARY CONDITIONS TO PART C - GENERAL CONDITION eras These Supplcmr-,ntat-y Conditions amend or sappleinent thc- Cienffral Conditions of the Contract and other- provisions of the Contract Documents as indicated below. Provisions wlileh ae not so amepdt d or supplemented remain in full force and affect. C'8_8..5 PARTIAL ESTJ MATES AND RET INA9B- Page C8-8 (2), should be deleted in it-,; entirety and replaced with the following: Partial pay estimates shall be submitted by the Contractor or prepared by the City on the 5th dty and 20th day of each monlh.that. the work is in progress. The estimate shall be proceeded by the City [ail the 1Oth clay and 25th day respectively. Estimates will he paid within 25 days follwAng the erld of the estirate period, less the appropriate retainage as set o-ut below. Martial lay estimates may include acceptable nonperishable materials delivered to the work place which are to be incorporated into the work as a permaaent part thereof, but which at the time of the pay estimate have not been so insU lied. If such materials are included vLq-ddn a pay estimate, payinent shall be based upon 5% ofthe net voice value thereof. The Contractor v ill furnisb the Engineer such information as may be reasonably requested to aid in the verification Pr the preparation of the pay estimate. P4rlr :;optracts of less thin $400,000 w the time (if execution, retainage shall be ten per cent (10%). For contracts of $400,000 oz more at the time of execution, retaivage shall be five percent (5%). Contractor shall pay subcontractors in accord with the subcontract agrccxn nt within fve (5) husiness days after receipt by Contractor O't ie payment by City. ontracicor's failure to Make the required payinents to subcontractors will authorize the City to withhold future pay tents from tlxe COntMctor until compliance with this paragraph xs accompl ish�:d- It is understood Ehat the partial pay estimates will be approx mate only, and all paulial pay estimates and payinent of same mill be subject to correction in the estimate rendered following the discovery of -lie mistake in any previous estimate. Pa ftl payment by Owm-,r for the amount of work done or of its duality or suf€wiency or acceptance of the ork done; shall not release the Contractor ur any of its responsibilities under the Contract Documents, The City reserves the right to withhold the payment of any partial estimate if the C;omraetor fails to perfoim the work- in strict accurdauce Mth the speaifcations or other provisions of this contract. Parl C - General Conditions; Paragraph 3-3.11 of the Geaeral Conditions is deleted and replaced with I]-3 of Part D - Special Conditions. C' INS URAI CE: page C; 3-1 (6). Delete subparagraph "g. LOCAL AGENT FOR INSURANCE AND BONDING" Revised l' . 0913 0/02 E. C6- .12 CONTRACTORI S RESPONSIBILITY FOR DAMAGE CLAIMS: Page C - (8), is deleled in its entirety and replaced with the following: ontnactor covenants and agrees to indernni* City°s e�gincer and architect, and their per%onnel at 'the, project site for Contractox's pole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, smvants and employees, from and against any and all claims or suits for pmperty loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work: and services to be performed her under by Contractor, its officers, agents, employees, subcontractors; licensees or invitees, whether ar not anv sacks hiiarv, damaue or death is caused, in whole or in part, by the negf genee or allo-ed aeo!2-enee of Owner. its officers, servants. or ermplavees. Contractor likewise covenants and agrees to vrdemnify and }cold harmless the Owner from and against any and all injuries to Owner's officers, servants and e.mplope ; amd any darnage, loss or destmctiun to property of the Ovmer arising from the perfoTmance of any of the terms and conditions of tk> s Contract, whclfier or not anv such iniary or damage is caused in whole or in Part by Me ne fikence ar zdlegLd net-fteence of Owner. its officers, ser-,:�outs or errrolovees. In the. event Owner receives a written claim for damages against the CAintractor rar its subcontractors prior to finaJ paymr ait, final pa meni shall not be made until Contractor either (a) Nubmits to Owner satisfactory evidence that the claim has been settled aud/or a release from the claimant involved, or h} provides Owrmr with a letter from Contractor's liability insurmce carrier the it zlie clairn has been refetTed to the insurance carrier, The Dircctoa• may, if he deems it appropriate, reface to accept bids on other City of FoA WDf th pubjic 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 DEC REASED OUANTITIE : Part C - General Conditions, Scaicin C4-4 SCOPE OF WORK, Page C 4-4 (1), revise paragraph C4-43 riNCREASED DR DECREASED QUANTITIES to read as follo%Ys; The Ov.mer reserves the right to alter the quantities of the work tea be performed or to extend or shorten the improvements at any time when and 4s found icy be necessary, and the Contractor shall perform the work as altered. increased or decrea d at the unit prices as established is the- contract documents. No allowance will he made for any changes in lost oi: anticipated profits nor shall such uhanges be considered as waiving or invalidating any conditions or provi!sions of the Contract Documents, Variations in quantities of sanitary sewer pipes in depth categories skull be interpreted herein as applying to the overall quantities of sanitary sewer pipe zn each pipe size bUL not to the various depth categories. Revised Pg_ SW G. C 3-3.11 INSURNCE,; Page C3-3 (7). Add subparagraph "h. ADDITIONAL h�]S LJ RANCE RE 0UYRF1v1ENTS" - a_ The City, its offii,�ers, employees and servants shall be endorsed as an additional insured on Conlractoes MsuTance policies excepting cmpioyer's liability insnnmce coverage ruider C'ontractcr's workers' compemsation insurance policy. b. Certificates of insurance shall be deli-vered to the Cite of For. Worth, contract administrator in the respective department as specified kri tlae hid documents, 1000 Throcicmorton Street, Fort Worth., TX 76102, prior to ccmmenceraemt of work on the contracted project. c. Any fail= on part of the City to request required insurancc documentation shall not constitute a'waiver of the insurance requirements specified herein. d, Each insw'mce policy shall he endorsed tot provide the City a minimum thir days notice of cancellation., non -rent aI, and/or material- change in policy terms or coverage. tern days notice shall Iae acceptable in the cvmt riF uon-payment ofpr ,niurn, e. In =rs must be, authorised to do business in the State of Texas and have a cw7,--.t A.M. Best rating of A,. VII or egaivalent measure cif fioan c�ial strength and solvency. f Deductible limits, or wlf-tended retention limits, on each policy must not exceed $1-0,000-DO per occurrence ut,less Otherwise approved by the City. VEM , g, Other than worker's cornpeusation insurance, in Iieu of traditional insurance. City may consider alternative coverage rtr fide treatment rneasuivs through insurance pools or risk retedtion groups_ The City must approve iri writing any alternative coverage_ h. L orken' compensation insurance policy{s) covering ernployees P'Mplo ed on the . proje,�t shall bc-end&sed with a waiver of subrogation providing rights of recovery in Favor of the. City. t. City shall not be rc.sponsibie for the direct payment of irESw-ance premium crisis for conisactui's insurance. ,j. Contractor's insurance policies shall cacti be indorsed to provide, that such insurance is PT1.mary protection and any self funded or com.m.ercial coverage mainmined by City shall not be cared upon to contribute to Ioss recovery. - k, In'tNe course of the project, Contractor 8hatI report, ill a timely m.aruter, to Cit's officially designated contract administrator any known loss occurrence which could give rise to a ] iabilityF claim or Iawsuit or which coWd result in a property loss. Revised Pg. 3 09/3 0/0 1. Contractors liability shall not be limited to the specified amounts of insurance required herei-n_ m. Upon the request of City, Contr'actor shall provide complete copies of all insurance policies required by these coutract docuanents. H. twMA SCOPE OF PAYMENT: Delete C8-8,4, Scope of Payment at pageCS-9(l) is deleted in its entirety and replaced with the follo ping= The Contractor shall receive znd accept the compensation as herein pmvi" in full payment for furnishing all labor, too s, materials; and incidentals far performing all work Contemplated and embraced under these Contract Documents, for all loss and damage arising out of the nature of the work or Frvrn the action of the elements, for any unforeseen defects or obstruotions which may arise or be encountered during the prose,cution wbich may arise or he encountered during the prosecution of tb.e work aL art time before its final act;*tance by the Owner, (except as provided in paragraph C5 -5.14) for all risks of whatever description connected v6th the prosecution of the work, for all expenses incurred by or in consequence of the suspension or discontinuance of such prosecution of the workiug operations as herein specifi,_d, or any and all infringements of paw,nts, lr'adernarks, copyrights, gar halter 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 estirnate prior to the final acceptance of the work by the Ovmcr shall in no way constitute an ackno lcdgment 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, pr replace at his own and proper expense my defects or iniperfections in the construction or in the stTen th or quality of the material used or equipment or machinery fLmiished in or about the construction of the -work under contract and its ppurl nances, or any damage due or attributed to mca dei~eets, which defects, imperfections, or damage shalt have been discovered on or before the final inspection and acceptance of the wo0k or during, the two (2) year guamnty period after the 17inal aGccvptance. The Owner shalt bo the solo J adge of such defects; imperfections, or damage, and the Contractor shall ba liable to the Owner for failure to correct the same as provided hereim I, C87110 GENERAL UARA TY'. Dei�!te C8-8,10, Ceaeral Quaranry at pa&c C&8(4) is deleted in its k ntipveV and replaced with the following; hleitlier the final certificate of payment nor aiPy provision in the Contract Do: urnents, nor partial nr 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 relieYe lhic Contractot of liability in respect to any express warranties or rvspont ibility for faulty materials or workmatiship, The ontrauar shall remedy any defects or darn ages in the work and pay for any damage to other work or property resulting therefrom which shall appear within a period o€M o (2) years from [he date of final acceptance of the work unless a longer period is speciCed and shall furnish -a pod and sr4 icient maintenance bond i n the aynosaw of 100 pmcc nt of tM amount of the 4xntract Revised Pg. 4 095010 - t h1l ,,h shall assure the performance of the general guaraiity as above outlined. Thu 0tivner w 111 give notice of observed defects with reasonable promptness_ Any reference to any shorter peilod of tune of warranty corrtained elsewhere within -the specificat; ons shall be resolved in -favor of this specifications, it being the City, intent Lhat the Crontrader gtiarante-e its work for a period of two 2) }years following the date of acceptance of the project, In The Spmial Insiructions to Bidders, TPW contracts place the f6ilowin_ in lieu of the existing paxa raph 2. J, Part C - Gcrieral Conditions, Section C - . INTERl'I `fATI N AND ] REPAi ATIC1~ F PROPOSAL, Page C'2- (4) exchange paragraphs C -2.7, C2-2,8-and 2-2.9 vwilh the following; C 2-2.7 DELIVERY OF PROPOSAL,. No propo8aI will be considered untess it is delivered, accompanied by its proper Bid Security, to the Purchasing Manager or his rcpresentativP, at the official location and stated time set forffi in the "Notice to Bidders_" It is the Bidder's solo mspoasibility to deliver the propasal at the proper time to the proper place. The mere fact that a proposal u dispatched will nor be considered. The Biidders roust have the, proposal actuially deli vercd. Each proposal shall be ir_ a sealed envelope plainly ma kct d with the word "PROPOSAL." and the nafrke or description of the projcet. as designated in the "Notice to Bidders." The envelope shall be addTesscd to the I'u.�-chasdng Manager. City of Fort Woith Purchasing. Di vislcrn, P.0. 13ox 17027, Fort North, Texas 76 i 02. 2-2.8 WI THDRAWENG PROPO SAI.S. Proposals actually file.d %pith the Purchasing Manager cannot be Withdrawn prior to the time set l of opening proposals_ A request for non- onsider'ation of a propasal must be made in writing, add3-o,sscd to this . pity, Manager, and ivied with him prior to the ti,Txe sot for the (}p-1ltnb of proposals_ After all proposals not requested for non-wnsideration �:re opened and publzcky read alorid. the proposals for which. wa-consideration regtiests have been properly filed may, at -lie option or the Owner, be returned unopened. C:2-2,9 TELEGRAPHIC MODIFICATION OF PROPOSALS. Any bidder may modify his proposal by tcicgrapl is cornmumcation at any time prior to the tiFne set for opening proposals, provided such teiegnaphic communication is received by. ' tic Purchasing Manager prier to the said proposal oveniag time, and provided ffirtlner, that the City Manager is satisfied that a written and duly a�-Lthmticated confirmation of such ttkgmpb1c Comm-mikation over the sagnal.iire of the bidder was -nailed prior to the Pro pasal opening time. If such confirmatinn is not received within forty-eight {48) hours after the proposal opening time, too fiu-ffier consid�,_ration will be given to thf,- proposal K. C 3-3.7 BONDS WITY LET PROIE TS),: Reference Part Ci, Oencral C:otiditiom, dated November 1, 19 87, (City iet projects) make the following revisions, Revised pg• 5 09130102 MW 1 _ Page C:3-3(3); the paragraph after paagm ph C3-3.7d Qthe� 33grids 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 Clnited States secretary of the treasury to quagfy as a surety on obligations permitted or required under federal law, or (2) have obt2irted reinsurance for any i[ability in excess of $100,000 Morn a reinsurer that is authorized and adrnitted as a reinsurer in the state of Texas and is the holder of a certificate of nuthorlty from the Untied States secretary of the treasury tc qualify as a surety on oblidgations 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 hereiri, 2. Pg. C3-3(3) ParaTmph ).3.11 P,�TSLTRANCE delete subparagraph "a. COMPENSATION 1SURANC0- 3. P(T 0-3(6), Paragraph 0-3.11 INSURANCE delete subparagraph "g. LOCAL AGENT FOR IN-SURANCF AND BONDS NG". 0" I,. RIG IT TO AUDIT: Part C - General Conditions, Section 8-8 MEASUREMENT AND PAYMENT, Page CS- 0), add the fbIlowing: �. CS48_ 3 4 RiGHT TO AUDIT, (a) Contractor agrees that the City shall, until the expiration of three (3) years after final .r payment under this contract., have access to and the right to examine and phowk7opy any directly pertinert [gooks', docurm�-r ts, papers and records of e Contractor involving transactions rejating to this contract. Contractor agrees that the City shall have access during tlarmal working liours to all n.eccssmy ctitractai: facilities and sbali he pt'o-filed adequate and appropriate work space in order to conduct audits in eampliance 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 hcrounder a provision to the effect that the subcontractor agrees that the City shall, until 111e expiration of three (3) years after filial payrnenL undeT the subcontract, have, access W and the right to examine and photocopy any directly pertinent books. documents; papers and records of such subvintractor, involving transactions to tine wbcontYact, and further, that City shall have access during normal wonting hours to all subQunttactor facilities, and shall be provided adequate and appropriate work space, in order to conduct audits in compliance with the pTi rvisinns of this ar~ictc, City shall give subcontractor reasonable. advance notate of intended audits. (c) Corntraclot and subcontractor agree to photocopy such documents as may b, requested by the City. The City agrees to reimburse the C.nntractar for the cost of copies as foil o s: Revis d 0913f}r'0 I. 50 copies and under - 10 cents per page ?, More than 50 copies - 8 v dents for file fine page fifteen c�errts for each page thereafter M. SITE PREPARATION: The Contractor shall clear rights -of way or easements of obstruction which must Le removed to make pessib.ie proper prosecution of the work ?.s a part of this project construction operations, The contractor's at"tion is directed to paragraph C6-6.110 work within easements, page C6-6(4), part C - General Conditions of the Water r]cpartinent icrieral Conteact Documeni and General Specifications. Clearing and restoration 8ha1I be considered as irioldental to ccristmaion and all costs incurred will be consid fed to be included in -the Linear Foot price of the pipe. K Reference Part C - General Condidwis; Section C6-6,8 BA. RIUCADES, WARNINGS AND WATCHMEN: l - here, ver the woix d Watchmen appears in this paragraph, it shalI be changed to the word flagmen. 2. In time first paragraph, lilacs dive (5) arm six �6), change the phrase take al such other pre,mutioriary reasures to take all reasonable necessary measures. „ 0. M1NORITI OMEN BUSXESS ENTERPRISE COMPLIANCE: refer ee Part C (General Conditions), Section C3-3.2 Brztitled °'fir rNORiT`R' BUSINESS w., ENT'ERPR1SEMMEN-OWNED BUSINESS F.NTEkPRi F COMPLL/-v"4CI " shall be deleted in its entirety and replaced whii the foIlow ing, [1pon request, Contractor agrees to provide to Owner complee and accurate information regardio,g actual work performed by a Minority Businoss Enterprise ( IBE) amdlor a Woman Business ETW,1-P zse � E) on the contract wid paymenter�: lherfo. Contractor fitin ter agrees to permit = audit and/or examination of any books, records or files in its possession that -will substantiate the actual work performed by Em MBE and/or VVBE, The .� misrepresentation of facts (other than a nogligent misrepresentation) and/or the eornmission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal, state or Iocai laws or ordinances 1 relating to false statements; fbrtlif r, any such inisrepresen,tation (other than negligent misrepresentation) and/or commission of'fraud,�All resulz in the Contractor hein.g - determined to be irresponsible and barren from participating in City work for a period of time of not less than th (3) years- Rcvised pg- 7 0 �; O WAOF, DATES: Section C3-3,13 of the General onditions 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 thy-- City of Fort WoTtb to be the prevailing wage rates in accordance with hapier 225 , Texas Govm=ent Code. Such prevailing wage, rates are included in the so �+ contract docents. (b)'> he contractor shall, -for a period of three years following tht. date of acceptance of the work, maintain records that show (i) the narnc and occupation of each worker employed by the contractor in the construction of the work }provided for in this contract; and (H) the actual per diem wages paid to each worker_ These records shall be open at all reasor,ablc hours for inspection by the City. The provi lions of eclion C- I ; L. Right to Audit (R.ev. 9130I0 ) pertain to this inspection. {c) The contractor shill inelade in its subcontracts ancl, or shall: QlheTwise rewire all of its subcentractor�; to comply with paragraphs (a) and (b) above- ( d) With each partial payment estimate or payroll period. whichever is less, an affidavit Mating #hat the contractor has comphiVd ith the requirements of Chapter 2258, Texas Government Code. The contractor shall post the prevail in- wage rates in a conspicuous place at the site of e" the project at all times. PART D -SPECIAL CONDITIONS D-1 GENERAL ..................................................................................................................... 3 D-2 COORDINATION MEETING ......................................................................................... .4 D-3 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW ................ 5 D-4 COORDINATION WITH FORT WORTH WATER DEPARTMENT ................................ 7 D-5 CROSSING OF EXISTING UTILITIES .......................................................................... 7 D-6. EXISTING UTILITIES AND IMPROVEMENTS .............................................................. 7 D-7 CONSTRUCTION TRAFFIC OVER PIPELINES ............................................................ 8 D;a V'.?'F(TRAFFlef c'dNTRO t.':.:fr:f.;.;';'i :L }.J:t .t}.:)/\//);·1E(/:::(';!:Hi:i{l{i!'}{fr};{;'f(t}_;:jfrfi':;i::{:\fr/::t:·~ D-9 DETOURS ..................................................................................................................... 9 D-10 EXAMINATION OF SITE ................................................................................................ 9 D-11 ZONING COMPLIANCE ................................................................................................. 9 D-12 WATER FOR CONSTRUCTION .................................................................................. 10 D-13 WASTE MATERIAL ..................................................................................................... 10 D-14 PROJECT CLEANUP AND FINAL ACCEPTANCE ...................................................... 10 D-15 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK ................................. 10 D-16 . SAFETY RESTRICTIONS -WORK NEAR HIGH VOLTAGE LINES ............................ fO D-17 BID QUANTITIES ......................................................................................................... 11 D-18 CUTTING OF CONCRETE .......................................................................................... 11 · D-19 PROJECT DESIGNATION SIGN ................................................................................. 11 D-20 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT ...................................... 12 D-21 MISCELLANEOUS PLACEMENT OF MATERIAL. ....................................................... 12 D-22 CRUSHED LIMESTONE BACKFILL ............................................................................ 12 D-23 2:27 CONCRETE ......................................................................................................... 12 D-24 TRENCH EXCAVATION, BACKFILL, AND COMPACTION ......................................... 13 D-25 PAVEMENT REPAIR (E2-19) ...................................................................................... 14 D-26 SITE SPECIFIC TRENCH SAFETY SYSTEM {COVERS ALL PROJECTS) ................ 15 D-27 SANITARY SEWER MANHOLES ................................................................................ 16 D-28 SANITARY SEWER SERVICES .................................................................................. 18 D-29 REMOVAL SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES ................ 20 D-30 DETECTABLE WARNING TAPES ............................................................................... 22 D-31 PIPE CLEANING .......................................................................................................... 22 D-32 DISPOSAL OF SPOIL/FILL MATERIAL ....................................................................... 22 D:. 33 MECHANICS AND MATERIALMEN 'S LIEN ................................................................. 23 D-34 SUBSTITUTIONS ........................................................................................................ 23 D~ 35 PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER. ............ 23 D-36 VACUUM TESTING OF SANITARY SEWER MANHOLES .......................................... 26 . D.:. 37 BYPASS PUMPING .: ................................................................................. · .................. 21 ·· D-38 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER ..... : .... 27 D-39 SAMPLES AND QUALITY CONTROL TESTING ......................................................... 29 D-40 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL. ......... 30 . D-41 INGRESS AND EGRESS/OBSTRUCTION OF ACCESS TO DRIVES ........................ 31 D-42 PROTECTION OF TREES, PLANTS AND SOIL. ......................................................... 31 D-43 SITE RESTORATION .................................................................................................. 32 D-44 CITY OF FORT WORTH STANDARD PRODUCT LIST .............................................. 32 D-45 TOPSOIL, SODDING, SEEDING & HYDROMULCHING ............................................. 32 D-46 CONFINED SPACE ENTRY PROGRAM ..................................................................... 37 D-47 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION ............................ 37 D-48 EXCAVATION NEAR TREES ...................................................................................... 38 D-49 CONCRETE ENCASEMENT OF SEWER PIPE .......................................................... 38 D-50 CLAY DAM ................................................................................................................... 38 D-51 EXPLORATORY EXCAVATION <D-HOLE) .................................................................. 39 D-52 INSTALLATION OF WATER FACILITIES .................................................................... 39 09/01/04 . SC-1 PART D -SPEC IAL CONDITIONS 52 .1 Polyvinyl Chloride (PVC) Water Pipe ............................................................................ 39 52 .2 Blocking ....................................................................................................................... 39 52 .3 Type of Casing Pipe ..................................................................................................... 39 52 .4 Tie-lns .......................................................................................................................... 40 52.5 Connection of Existing Mains ....................................................................................... 40 52 .6 Valve Cut -Ins ............................................................................................................... 40 52 .7 Water Services ............................................................................................................. 41 52.8 2-lnch Temporary Service Line ....................................................................... , ........... .43 52.9 Purging and Sterilization of Water Lines ..................................................................... .44 52.10 Work Near Pressure Plane Boundaries ....................................................................... .44 52.11 Water Sample Station .................................................................................................. 44 52 .12 Ductile Iron and Gray Iron Fittings ................................................................................ 45 D-53 SPRINKLING FOR DUST CONTROL .......................................................................... 45 D-54 DEWATERING ............................................................................................................. 45 D-55 TRENCH EXCAVATION ON DEEP TRENCHES ......................................................... 45 D-56 TREE PRUNING ....................................................................................................... _ ... 45 D-57 TREE REMOVAL ......................................................................................................... 46 D-58 TEST HOLES ............................................................................................................... 47 D-59 PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION AND NOTIFICATION OF TEMPORARY WATER SERVICE INTERRUPTION DURING CONSTRUCTION ........................................................................................................ 47 TRAFFIC BUTTONS .................................................................................................... 48 SANITARY SEWER SERVICE CLEANOUTS ............................................................. .48 TEMPORARY PAVEMENT REPAIR ............................................................................ 48 CONSTRUCTION STAKES ........................................................................................ .48 EASEMENTS AND PERMITS ...................................................................................... 49 PRE-CONSTRUCTION NEIGHBORHOOD MEETING ............................................... .49 WAGE RATES ............................................................................................................. 50 REMOVAL AND DISPOSAL OF ASBESTOS CEMENT PIPE ...................................... 50 STORM WATER POLLUTION PREVENTION ............................................................ 50 COORDINATION WITH THE CITY'S REPRESENTATIVE FOR OPERATIONS OF EXISTING WATER SYSTEMS .................................................................................... 52 D-70 ADDITIONAL SUBMITTALS FOR CONTRACT AWARD ............................................ 53 D-71 EARLY WARNING SYSTEM FOR CONSTRUCTION ................................................. 53 D-72 AIR POLLUTION WATCH DAYS ................................................................................. 53 D-73 · FEE FOR STREET USE PERMITS AND RE-INSPECTIONS ...................................... 54 09/01/04 SC-2 PART D -SPECIAL CONDITIONS D, Part D shall This Part D -Special Conditions is complimentary to Part C -General Conditions and Part C 1 -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 Part C of the Contract are to be read together. Any conflict between Part C -General Conditions and Part C1 -Supplementary Conditions of the Contract and this Part D, Part D shall control. FOR: WATER & SEWER MAIN REPLACEMENTS CONTRACT 2008A FORT WORTH, TEXAS DOE PROJECT NO. 6018 CITY PROJECT NO. 1018 WATER DEPARTMENT PROJECT NO. WATER -P253-6011701018 SEWER -P258-7011701018 D-1 GENERAL The order or precedence in case of conflicts or discrepancies between various parts of the Contract Documents subject to the ruling of the Engineer shall generally, but not necessarily, follow the guidelines listed below: · · · 1. Plans 2. Contract Documents 3. Special Conditions The following Special Conditions shall be applicable to this project under the provisions stated above. The Contractor shall be responsible for defects in this project due to faulty materials and workmanship, or both, for a period of two (2) years from date of final acceptance of this project by the City of Fort Worth and will be required to replace at his expense any part or all of this project which becomes defective due to these causes. Subject . to modifications as herein contained, the Fort Worth Water Department's General Contract Documents and General Specifications, with latest revisions, are made a part of the . General Contract Documents for this project. The Plans, these Special Contract Documents and the rules, regulations, requirements, instructions, drawings or details referred to by manufacturers name, or identification include therein as specifying, referring or implying product control, performance, quality, or other shall be binding 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 Fort Worth water or sanitary sewer facilities must be pre- qualified with the Water Department to perform such work in accordance with procedures described in the current Fort Worth Water Department General Specifications, which general specifications shall govern performance of all such work. This contract and project, where applicable, may also be governed by the two following published specifications, except as modified by these Special Provisions : 1. STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY OF FORT .WORTH · 09/01104 SC-3 . PART D -SPECIAL CONDITIONS 2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION -NORTH CENTRAL TEXAS Any conflict between these contract documents and the above 2 publications shall be resolved in favor of these contract documents . A copy of either of these specifications may be purchased at the office of the Transportation and Public Works Director, 1000 Throckmorton Street, 2nd 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 des igner. If not shown , then applicable published specifications in either of these documents may be followed at the discretion of the Contractor. General Provisions shall be those of the Fort Worth document rather than Division 1 of the North Central Texas document. Bidders shall not separate, detach or remove any portion, segment or sheets from the contract document at any time. Failure to bid or fully execute contract without retaining contract documents intact may be grounds for designating bids as "non-responsive" and rejecting bids or voiding contract as appropriate as determined by the City Engineer. INTERPRETATION AND PREPARATION OF PROPOSAL : A. 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". 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 sealed envelope plainly marked with the word "PROPOSAL", and the name or description of the project as designated in the "Notice to Bidders". The envelope shall be addressed to the Purchasing Manager, City of Fort Worth Purchasing Division , PO Box 17027, Fort Worth , Texas 76102. B. WITHDRAWING PROPOSALS : Proposals actually filed with the Purchasing Manager cannot be withdrawn prior to the till)e 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. ···· C. TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by telegraphic communication at any time pr ior 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 telegraph ic communication over the signature of the bidder was mailed prior to the proposal opening time . If such confirmation is not received within forty-eight (48) hours after the proposal opening time, no further consideration will be given to the proposal. D-2 COORDINATION MEETING For coordination purposes , weekly meetings at the job site may be required to maintain the project on the desired schedule . The contractor shall be present at all meetings. 09101/04 SC-4 PART D -SPECIAL CONDITIONS D-3 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW A. Definitions: 1. Certification of coverage ("certificate"). A copy of a certificate of insurance, a certificate of authority to self-insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. 2. 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. 3. Persons providing services on the project ("subcontractor" in §406.096)-includes all persons or entities performing all or part of the services the contractor 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 employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other services related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets . B. The Contr~ctor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011 (44) or all employees of the Contractor providing services on the project, for the duration of the project. C. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. D. If the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project, the contractor must, prior to the end of the coverage period, file a · new certificate of coverage with the governmental entity showing that coverage has been extended. E. The Contractor shall obtain from each person providing services on a project, and provide the governmental entity : 1. A certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and 2. No later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. F. The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. 09/01104 SC-5 PART D -SPECIAL CONDITIONS G. The contractor shall notify the governmental ent ity 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 prov iding services on the project that they are required to be covered , and stating how a person may verify coverage and report lack of coverage. I. The contractor shall contractually require each person with whom it contracts to provide services on a project , to : 1. Provide coverage, based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements , which meets the statutory requirements of Texas Labor Code, Section 401.011 (44) for all of its emp loyees 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 prov ided 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 cert ificate of coverage ends during the duration of the project ; 4. Obta in 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 durat ion of the project. 5. Retain all requ ired certificates of coverage on file for the duration of the project and for one year thereafter. 6. Notify the governmental entity in writing by cert ified 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 cert ificates 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, the contractor is representing to the governmental entity that all employees of the contractor who will provide services on the project will be cove red by worker's compensation coverage for the duration of the project, that the coverage will be based on proper report ing of classificat ion codes and payroll amounts , and that all coverage agreements will be filed with the appropriate insurance carrier or , in the case of a self-· 09101/04 SC-6 .- PART D -SPECIAL CONDITIONS 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. 9. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor which entitles the governmental entity to declare the contract void if the contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. J. The contractor shall post a notice on each project site informing all persons 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 : · "REQUIRED WORKER'S COMPENSATION COVERAGE The law requires that each person working on this site or providing services related to this . construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or .· · transportation or other service related to the project, regardless of the identity of. their . ~rnp,loyer or status as an employee ." Call the Texas Worker's Compensation Commission at (512)440-3789 to receive information .. on the legal requirement for coverage, to verify whether your employer has provided the re_quired ce>verc1ge, or to report an employer's failure to provide coverag~". · D-4 COORDINATION WITH FORT WORTH WATER DEPARTMENT During the construction of this project; it will be necessary to deacJivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best.times for .deactivating and ~ctivating ,those line!) . . D-5 . , CROSSING OF EXISTING UTILITIES .· Where a proposed water line crosses over a sanitary sewer or sanitary sewer service line and/or proposed sewer line crosses over a water line and the clear vertical distcince is le.ss than .9 feet barrel to barrel, the sanitary sewer or sanitary sewer service line shall be made watertight or be constructed of ductile iron pipe . ·. The Engineer shall determine the reqµired length of replacement. The material for sanitary sewer mains and sanitary sewer laterals shall be Class 51 . Ductile Iron Pipe with polyethylene wrapping. The material for sanitary sewer service lines shall · be extra strength cast iron soil pipe with polyethylene wrapping . Adapter fittings shall be .a urethane or neoprene coupling ASTM C-425 with series 300 stainless steel. compression straps. Backfill, fittings, tie-ins and all other associated appurtenances required are deemed subsidiary . ViOrk, the cost of which shall be included in the price bid in the Proposal for .each bid .it~m . · · · · D~ 6 .. EXISTING UTILITIES ANq)MPROVEMENTS The plans show the locations of a!L known surface and subsurface structures. However, the Owner assumes no responsibility for failure to show any or all of these structures on the Plans, or to show them in their exact location. It is mutually agreed that such failure shall not be 09101104 SC-7 . PART D -SPECIAL CONDITIONS considered sufficient basis for claims for additional compensation for extra work or for increasing the pay quantities in any manner whatsoever. The Contractor shall be responsible for verify ing the locations of and protecting all existing utilities , service lines, or other property exposed by his construction operations. Contractor shall make all necessary provisions for the support , protection or relocation , and/or temporary relocation of all utility poles, gas lines , telephone cables, utility services , water mains , sanitary sewer lines , electrical cables , dra inage pipes , 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 his operations and any and all cost incurred for the protection and/or temporary relocation of such facilities are deemed subsidiary work and the cost of same and shall be included in the cost bid pe r linear foot of pipe installed . NO ADDITIONAL COMPENSATION WILL BE ALLOWED . Where existing utilities or service lines are cut, broken or damaged the Contractor shall replace or repair the utilities or service lines with the same type of original material and construction , or better, unless otherwise shown or noted on the plans, at his own cost and expense. The Contractor shall immediately notify the Owner of the damaged utility or service line . He shall cooperate with the 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 public utility, such property shall not be moved or interfered with until ordered to do so by the Eng ineer. The right is reserved to the owner of public utilities to enter upon the limits of the project for the purpose of making such changes or repa irs of their property that may be made necessary by performance of this . contract. The utility lines 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 are shown on the plans as the best information available at the time of design, from the owners of the utilities invo lved and from evidences found on the ground . · ·· · · D-7, ·. CQNSTRUCTIONTRAFFIC.OVER PIPELINES It is apparent that certain construction vehicles could exceed the load bearing capacity of the pipe under shallow bury conditions. It will be the responsibility of the Contractor to protect both the new line and the existing lines from these possibly excessive loads . The Contractor shall not , at · any time, cross the existing or new pipe with a truck delivering new pipe to the site . Any damage to . the existing . or new pipe will be repaired or replaced by the Contractor, at the Contractor_'s expense, to the satisfaction ofthe City. ·. . .· .r ... . . . . .. .. In locations where it is not permissible to cross the existing or proposed pipes without additional protection the Contractor may e lect to provide additional protection of the pipes so that more . frequent crossings of the pipes are allowed. It sti ll is, however, the responsibility of the Contractor to repair any damage to the existing or proposed lines , if the damage results from any phase of his con .struction operation . . · · · .· . . . . ' . ' ' . o~~l{:vXi RAFi=H~_,cb~N.tRQ t The contractor will be required to obtain a "Street Use Permit" prior to starting work. As part of the "Street Use Permit" a traffic control plan is required. The Contractor shall be respons ible for providing traffic control during the construction of this project cons istent with the provision~ set forth in the "Latest Edition Texas Manual on Uniform Traffic Control Devices for Streets and 09101/04 · -SC-8 PART D -SPECIAL CONDITIONS Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways," codified as Article 6701 d Vernon's Civil Statutes , pertinent sections being Section Nos. 27 , 29, 30 and 31 . iliillllf If l if If Cf ltl,tlltif lllll!!,t~f 11 r ':'.tflef NoticeJcf the :confracto r. n .................................... , .... . The Contractor will not remove any regulatory sign , instructional sign, street name sign or other sign, which has been erected by the City. If it is determined that a sign must be removed to permit required construction , the Contractor shall contact the Transportation and Public Works Department, Signs and Markings Division , (Phone Number 871-7738) to remove the sign . In the case of regulatory signs , the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above-referenced manual and such temporary sign must be installed prior to the removal of the permanent sign . If the temporary sign is not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent sign can be reinstalled, the Contractor shall again contact the Signs and Markings Division to reinstall the permanent sign and shall leave his temporary sign in place until such reinstallation is completed . Work shall not be performed on certain locations/streets during "peak traffic periods" as determination by the City Traffic Engineer and in accordance with the applicable provision of the · "City of Fort Worth Traffic Control Handbook for Construction and Maintenance Work Areas." · :itt~i1zre~tHt~~:§v ftl e:~9K'Jt~IttJ,isij WJr~filslfc9ntra c;'pJ~:n2t;~6?l:iI #fJv§f:'1:~:~~rg'nJ"£~n~1a'?w16~.t~Ii~tJon9-t~Kc1 mai ri te'n·ancet ot fnei"trafficj :6ntroL···1a ri': · · ....... «., .. , ....... · .. , .. , ....... ,·.· ...... ,, .. ,.,.,., .....•....•... ,,., ......... , ........ , P. ···-.·· . D-9 DETOURS The contractor shall prosecute his work in such a manner as to create a minimum of interruption to traffic and pedestrian facilites and to the flow of.vehicular and pedestrian traffic within the project area . D-10 EXAMINATION OF SITE It shall be the responsibility of the prospective bidder to visit the project site and make such examinations and explorations as may be necessary to determine all conditions, which may affect construction of this project. Particular attention should be given to methods of providing ingress and egress to adjacent private and public properties , procedures for protecting existing improvements and disposition of all materials to be removed . Proper consideration should be given to these details during the preparation of the Proposal and all unusual conditions, which may give, rise to later contingencies should be brought to the attention of the Owner prior to the submission of the Proposal. · · · D-11 ZONING COMPLIANCE During the construction of this project, the Contractor shall comply with present zoning requirements of the City of Fort Worth in the use of vacant property for storage purposes. 09/01104. SC-9 PART D -SPECIAL CONDITIONS D-12 WATER FOR CONSTRUCTION The Contractor at his own expense will furnish water for construction . D-13 WASTE MATERIAL All waste material shall become the property of the Contractor and shall be disposed of by the Contractor at locations approved by the Engineer. All material shall be disposed of in such a manner as to present a neat appearance and to not obstruct proper drainage or to cause injury to street improvements or to abutting property. · D-14 PROJECT CLEANUP AND FINAL ACCEPTANCE The Contractor shall be aware that keeping the project site in a neat and orderly condition is considered an integral part of the contracted work and as such shall be considered subsidiary to the appropriate bid items . Clean up work shall be done as directed by the Engineer as the work progresses or as needed. If, in the opinion of the Engineer it is necessary, clean-up shall be done on a daily basis. Clean up work shall include , but not be limited to : • Sweeping the street clean of dirt or debris • Storing excess material in appropriate and organized manner • Keeping trash of an y kind off of residents ' property If the Engineer does not feel that the jobsite has been kept in an orderly condition, on the next estimate payment (and all subsequent payments until completed) of the appropriate bid item(s) will be reduced by 25 %. · Final cleanup work shall be done for this project as soon as 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 sat isfaction of the Engineer . The Contractor shall make a final cleanup of all parts of the work before acceptance by the City of Fort Worth or its representative . This cleanup shall include removal of all objectionable rocks , pieces of asphalt or concrete and other construction materials , and in general preparing the site of the work in an orderly manner and appearance . The City of Fort Worth Department of Engineering shall give final acceptance of the completed project work . D-15 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK Prior to executing the Contract , it shall be the responsibility of the Contractor to furnish a schedule outlining the anticipated time for each phase of construction with starting and completion dates , including sufficient time being allowed for cleanup. The Contractor shall not commence with water and/or sanitary sewer installation until such time that the survey cut-sheets have been received from the City inspector. D-16 SAFETY RESTRICTIONS -WORK NEAR HIGH VOLTAGE LINES The following procedures will be followed rega rding the subject item on this contract: 1. A warning sign not less than five inches by seven inches, painted yellow with black letters that are legible at twelve feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels , drilling rigs , pile drivers , hoisting equipment or similar apparatus . 09/01104 SC-10 -' - PART D -SPECIAL CONDITIONS The warning sign shall read as follows : "WARNING -UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES ." 2. Equipment that may be operated within ten feet of high voltage lines shall have insulating cage -type of guard about the boom or arm, except back hoes or dippers, and insulator links on the lift hook connections. 3. When necessary to work within six feet of high voltage electric lines, notification shall be given the power company (ONCORE) who will erect temporary mechanical barriers, de- energize the lines , or raise or lower the lines . The work done by the power company shall not be at the expense of the City of Fort Worth. The notifying department shall maintain an accurate log of all such calls to ONCORE, and shall record action taken in each case . 4. The Contractor is required to make arrangements with the ONCORE company for the temporary relocation or raising of high voltage lines at the Contractor's sole cost and expense. 5. No person shall work within six feet of a high voltage line without protection having been taken as outlined in Paragraph (3). D-17 BID QUANTITIES Total quantities given in the bid proposal may not reflect actual quantities ; however, they are given for the purpose of bidd ing and awarding the contract. A contract in the amount of $2 ,000 ,000 ($1,000,000 for water and $1,000 ,000 for sewer -see Options to Renew) shall be awarded with final payment based on actual measu red quantities and the unit price bid in this proposal. Moreover, there is to be no limit on the variation between the estimated quantities shown and actual quantities performed. It is understood and agreed that the scope of work contemp lated in this contract is that which is designated by the City but in no case exceed $2 ,000,000 ($1,000,000 for water and $1,000 ,000 for sewer -see Options to Renew). Contractor shall not be entitled to renegotiation of unit prices regardless of the final measured quantities. To the extent that C4 -4.3 conflicts with this provision, this provision controls . No claim will be considered for lost or anticipated profits based upon differences in estimated quantities versus actual quantities . D-18 · CUTTING OF CONCRETE When existing concrete is cut , such cuts shall be made with a concrete saw. All sawing shall 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 skids or posts. The Engineer shall approve the exact locations and methods of mounting . In addition to the 4' x 8' project signs, project signs shall be attached to barricades used where manhole rehabilitation or replacement is being conducted . Signs suspended from barricading shall be placed in such a way that signs do not interfere with reflective paint or color ing on the barricades . Barricade signs shall be in accordance with Figure 30, except that they shall be 1'-0" by 2'-0 " in size. The information box shall have the following information : . 09/01/04 ·· SC-11 PART D -SPECIAL CONDITIONS For Questions on this Project Call : (817) 871 -8306 M-F 7:30 am to 4 :30 p.m. or (817)871 -8300 Nights and Weekends Any and all cost for the required materials , labor, and equipment necessary for the furnishing of Project Signs shall be considered as a subsidiary cost of the project and no additional compensation will be allowed. 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 and/or driveways shall be completely replaced for the full existing width, between existing construction or expansion joints with 3000 psi concrete with reinforcing steel on a sand cushion in accordance with City of Fort Worth Transportation/Public Works Department Standard Specifications for Construct ion , Item 504 . At locations where mains are required to be placed under existing curb 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 Fort Worth Public Works 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 for concrete sidewalk or dri veway repair. D-21 MISCELLANEOUS PLACEMENT OF MATERIAL Material has been allocated under various bid items in the Proposal to establish unit prices for miscella.neous placement of material. These materials shall be used only when directed by the Eng ineer, depending on field conditions. Payment for miscellaneous placement of material will be made for only that amount of material used , measured to the nearest one-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 BACKFILL Where specified on the plans or directed by the Eng ineer, Crushed Limestone shall be used for trench backfill on th is project. The materia l shall conform to Public Works Standard Specifications for Street and Storm Drain Construct ion Division 2 Item 208.2 -Materials and Division 2 Item 208.3 -Ma terials Sources . Trench backfill and compaction shall meet the requirements of E2 -2 Excavation and Backfill , Construction Specifications , General Contract Documents. Payment for crushed li mestone 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 Measurement of Backfill Materials, Construct ion Specifications , and General Contract Documents. D-23 2:27 CONCRETE Transportation and Publ ic Works Department typical sections for Pavement and Trench Repair for Utility Cuts Figures 1 through 5 refer to using 2:27 Concrete as base repair. Since this call - out includes the word "concrete", the consistent interpretation of the Transportation and Public Works Department is that this ratio specifies two (2) sacks of cement per cubic yard of concrete . 09101104 SC-12 PART D -SPECIAL CONDITIONS 0-24 TRENCH EXCAVATION, BACKFILL, AND COMPACTION Trench excavation and backfill under parking lots, driveways, gravel surfaced roads, within easements, and within existing or future R.O.W. shall be in accordance with Sections E1-2 Backfill and E2-2 Excavation and Backfill of the General Contract Documents and Specifications except as specified herein. 1. TRENCH EXCAVATION: In accordance with Section E2-2 Excavation and Backfill, if the stated maximum trench widths are exceeded, either through accident or otherwise, and if the Engineer determines that the design loadings of the pipe will be exceeded, the Contractor will be required to support the pipe with an improved trench bottom . The expense of such remedial measures shall be entirely the Contractor's own. All trenching operations shall be confined to the width of permanent rights-of-way, permanent easements, and any temporary construction easements. All excavation shall be in strict compliance with the Trench Safety Systems Special Condition of this document. 2. TRENCH BACKFILL: Trenches which lie outside of existing or future pavement shall be backfilled above the top of the embedment material with Type "C" backfill material. Excavated material used for Type "C" backfill must be mechanically compacted unless the Contractor can furnish the Engineer with satisfactory evidence that the P.I. of the excavated material is less than 8. Such evidence shall be a test report from an independent testing laboratory and must include representative samples of soils in all involved areas, with a map showing the location and depth of the various test holes. If excavated material is obviously granular in nature, containing little or no plastic material, the Engineer may waive the test report requirement. See E1-2.3, Type "C" or "D" Backfill, and E2-2.11 Trench Backfill for additional requirements. When Type "C" back-fill material is not suitable, at the direction of the Engineer, Type "B" backfill material shall be used . In general, all backfill material for trenches in existing paved streets shall be in accordance with Figure A. Sand material specified in Figure A shall be obtained from an approved source and shall consist of durable particles free of thin or elongated pieces, lumps of clay, soil, loam or vegetable matter and shall meet the following gradation: • Less than 10% passing the #200 sieve • P.I. = 10 or less Additionally, the crushed limestone embedment gradation specified in Section E1-3 Crushed Limestone for Embedment of the General Contract Documents and Specifications shall be replaced with the following: Sieve Size 1" 1/2" 3/8" #4 #8 % Retained 0-10 40-75 55-90 90-100 95-100 All other provisions of this section shall remain the same. 3. TRENCH COMPACTION: All trench backfill shall be placed in lifts per E2-2.9 Backfill. Trenches which lie outside existing or future pavements shall be compacted to a minimum of 09/01/04 SC-13 PART D -SPECIAL CONDITIONS 90% Standard Proctor Density (A.S .T.M. D698) by mechanical devices specifically designed for compaction or a combination of methods subject to approval by the Engineer. Trenches which lie under existing or future pavement shall be backfilled per Figure A with 95% Standard Proctor Density by mechanical devices specifically designed for compaction or a combination of methods subject to approval by the Engineer. Backfill material to be compacted as described above must be within +-4% of its optimum moisture content. The top two (2) feet of sewer line trenches and the top eighteen (18) inches of water line may be rolled in with heavy equipment tires , 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 own expense, will perform trench compaction tests per A.S.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 be performed at two (2) foot vertical intervals beginning at a level two (2) feet above the top of the installed pipe and continuing to the top of the completed backfill at intervals along the trench not to exceed 300 linear feet. The Contractor will be responsible for providing access and trench safety system to the level of trench backfill to be tested. No extra compensation will be allowed for exposing the backfill layer to be tested or providing trench safety system for tests conducted by the City. 4. MEASUREMENT AND PAYMENT: All material, including any and all Type "B" backfill, and labor costs of excavation and backfill will be included in the contract documents as a pre-bid pay item in cubic yards . D-25 PAVEMENT REPAIR (E2-19) The unit price bid under the appropriate bid item of the proposal shall cover all cost for providing 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 through 2000-3 . The results of the street cores that were conducted on the project streets, to determine HMAC depths on existing streets, are provided in these specifications and contract documents. All required paving cuts shall be made with a concrete saw in a true and straight line on both sides of the trench, a minimum of twelve (12) inches outside the trench walls. The trench shall be backfilled and the top nine (9) inches shall be filled with required materials as shown on paving details, compacted · and level with the finished street 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 Works Department that the strip of existing HMAC pavement between the existing gutter and the edge of the trench pavement repair will not hold up if such strip of existing pavement is two (2) feet or less in width . Therefore, at the locations in the project where the trench wall is three (3) feet or less from the lip of the existing gutter, the Contractor shall be required to remove the existing paving to such gutter. The pavement repair shall then be made from a minimum distance of twelve (12) inches outside the trench wall nearest the center of the street to the gutter line. 09/01/04 SC-14 PART D -SPECIAL CONDITIONS The pavement shall be replaced within a maximum of five (5) working days , providing job placement conditions will permit repaving . If paving conditions are not su itable for repaving , in the opinion of the Owner, the repaving shall be done at the earliest possible date. A permit must be obtained from the Department of Engineering Construction Services Section by the Contractor in conformance with Ordinance No . 3449 and/or Ordinance No. 792 to make utility cuts in the street. The Department of Engineering will inspect the paving repair after construction . This permit requirement may be waived if work is being done under a Performance Bond and inspected by the Department of Engineering . D-26 SITE SPECIFIC TRENCH SAFETY SYSTEM (COVERS ALL PROJECTS) A. GENERAL: This specification covers the trench safety requirements for all trench excavations exceeding depth of five (5) feet in order to protect workers from cave-ins . The requirements of this item govern all trenches for mains, manholes, vaults, service lines , and all other appurtenances . The design for the trench safety shall be signed and sealed by a Registered Professional Engineer licensed in Texas . The trench safety plan shall be specific for each water and/or sanitary sewer line included in the project. B. 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 specification and shall be the minimum governing requirements for trench safety. C. DEFINITIONS : 1. TRENCHES - A trench is referred to as a narrow excavation made below the surface of the ground in which the depth is greater than the width, where the width measured at the bottom is not greater than fifteen ( 15) feet. 2. BENCHING SYSTEM -Benching means excavating the sides of a trench to form one 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 sh ields ". Shield means a structure that is able to withstand the forces imposed on it by a cave-in and protect workers within the structure. Shields can be permanent structures or can be designed to be portable and move along as the work progresses. Shields can be either pre-manufactured or job-built in accordance with OSHA standards . 5. SHORING SYSTEM -Shoring means a structure such as a metal 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 sheeting . 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 quantity of trench safety systems shall be based on the linear foot amount of t rench depth greater than five (5) feet. 09/01/04 SC-15 PART D -SPECIAL CONDITIONS E. PAYMENT -Payment shall be full compensat ion for safety system design , labor, tools , materials , equipment and incidentals necessary for the installation and removal of trench safety systems . 0-27 SANITARY SEWER MANHOLES A. GENERAL: The installat ion, replacement, and/or rehabilitation of sanitary sewer manholes 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 manholes shall be in acco rdance with sections E1-14 Materials for Sanitary Sewer Manholes, Valve Vaults , Etc., and E2-14 Vault and Manhole Construction of the General Contract Documents and Specifications, . unless amended or superseded by requirements of this Special Condition. For new sewer line installations , the Contractor shall temporarily plug all lines at every open manhole under construction in order to keep debris out of the dry sewer lines. The plugs shall not be removed until the applicable manhole complete with cone section has been constructed and the lid installed to keep out debris as a result of add itional construction . 1. CONCRETE COLLARS : Concrete collars will be required on all manholes specified as per Figure 121 . 2. WATERTIGHT MANHOLE INSERTS : Watertight gasket manhole inserts shall be installed in all sanitary sewer manholes . Inserts shall be constructed in accordance with Fort Worth Water Department Standard E100-4 and shall be fitted and installed according to the manufacturer's recommendations . Stainless Steel manhole inserts shall be required for all pipe diameters 18" and greater. 3. LIFT HOLES : All lift holes shall be plugged with a pre-cast concrete plug. The lift hole shall be sealed on 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 ELEVATIONS : Manhole rims in parkways , lawns and other improved lands shall be at an elevation not more than one (1) nor less than one-half (1/2) 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 existing finish grade of the ground . The grade of all surfaces shall be checked for prope r slope and grade by string lining the entire area regarded near the manhole. Manholes in open fie lds, unimproved land, or drainage courses shall be at an elevation shown on 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 N, with indented top design , or equal , with pick slots. Covers shall set flush with the rim of the frame and shall have no larger than 1 /8-inch gap between the frame and cover . Bearing surfaces shall be machine finished. Locking manhole lids and frames will be restricted to locations within the 100-year floodplain and areas specifically designated on the plans. Certain teed Ductile Iron Manhole lids and Frames are acceptable for use where locking lids are spec ified . 6. SHALLOW CONE MANHOLES : Shallow manho le construction will be used when manhole depth is four (4) feet or less . All shallow cone manholes shall be built in 09/01/04 SC-16 PART D -SPECIAL CONDITIONS accordance with Figure 105. All shallow cone manholes shall have a cast iron lid and frame with pick slots. NOTE: MANHOLES PER FIGURE 106 WILL NOT BE ALLOWED . 7. MANHOLE STEPS: No manhole steps are to be installed on any sanitary sewer manhole . 8. EXTERIOR SURFACE COATING : Exterior surfaces of all manholes shall be coated with two mop coats of coal tar epoxy, Koppers "Bitumastic Super Service Black" Tnemec "46- 450 Heavy Tnemecol," or equal to, a minimum or 14 mils dry film thickness. 9. MANHOLE JOINT SEALING: All interior and/or exterior joints on concrete manhole sections constructed for the City of Fort Worth Water Department, excluding only the joints using a trapped type performed 0-ring rubber gasket shall require Bitumastic joint sealants as per Figure M. This sealant shall be pre-formed and trowelable Bitumastic as manufactured by Kent- Seal, Ram-Nek, E-Z Stick, or equal. The joint sealer shall be supplied in either extruded . pipe form or suitable cross-sectional area or flat-tape and shall be sized as recommended by the manufacturer and approved by the Engineer. The joint sealer shall be protected by a suitable removable wrapper and shall not in any way depend on oxidation, evaporation, or any other chemical action for either its adhesive properties or cohesive strength. The · Joint sealer shall remain totally flexible without shrinking, hardening, or oxidizing regardless of the length of time it is exposed to the elements. The manufacturer shall furnish an affidavit attesting to the successful use of the product as a pre-formed flexible .· joint sealant on concrete pipe and manhole sections for a period of at least five years. 8 . EXECUTION: 1. INSTALLATION OF JOINT SEALANT: Each grade adjustment ring and manhole frame shall be sealed with the above-specified materials. All surfaces to be in contact with the joint sealant shall be thoroughly cleaned of dirt, sand, mud, 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 immediately prior to the placement of the pipe in the trench. After removal of the protective wrapper, the joint sealant shall be kept clean . Install frames and cover over manhole opening with the bottom of the rings resting on Bitumastic joint sealer. Frames and . grade rings shan rest on two . (2) rows (inside and outside) of Bitumastic joint sealer. 2. SEALING AND/OR ADJUSTING EXISTING MANHOLES : Excavate (rectangular full depth saw cut if in pavement) adjacent to the manhole to· expose the entire manhole frame and a minimum of 6 inches of the manhole wall keeping the . sides of the. trench · . nearly vertical. · · · ·. 09/01/04 Remove manhole frame from the manhole structure and observe the condition of the frame and grade rings . Any frame or grade ring that is not suitable for use as determined by the Engineer shall be replaced. Grade rings that are constructed of brick, block materials other than pre-cast concrete rings, or where necessary and approved by the Engineer, shall be replaced with a pre-cast flattop section. Pre-cast concrete r\ngs, or a pre-cast concrete flattop section will be the only adjustments allowed. · · In brick or block manholes, replace the upper portion of the manhole to a point 24 inches · below the frame. If the walls or cone section below this level are structurally unsound, SC-17 PART D -SPECIAL CONDITIONS notify the Engineer prior to replacement of the grade rings and manhole frame. Existing brickwork, if damaged 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 with an approved bonding agent followed by an application of quick setting hydraulic cement to provide a smooth working surface. If the inside diameter of the manhole is too large to safely support new adjustment rings or frames, a flat top section shall be installed. Joint surfaces between the frames, adjustment rings, and cone section shall be free of dirt, stones, debris and voids to ensure a watertight seal. Place flexible gasket joint material along the inside and outside edge of each joint, or use trowelable material in lieu of pre-formed gasket material. Position the butt joint of each length of joint material on opposite sides of the manhole. No steel shims, wood, stones,· or any material not specifically accepted by the Engineer may be used to obtain final surface elevation of the manhole frame. In paved areas or future paved areas, castings shall be installed by using a straight edge not less than ten ( 10) feet long so that the top of the casting will conform to the slope and finish elevation of the paved surface. The top of the casting shall be 1 /8 inch below the finished elevation. Allowances for the compression of the joint material shall be made to assure a proper final grade elevation. · 3. EXPOSED EXTERIOR SURFACES: All exposed exterior surfaces shall be coated with two mop coats of coal tar epoxy. Kopper "Bitumastic Super Service Black"; Tnemec "46- 450 Heavy Tnemecol", or equal, to a minimum of 14 mils 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 1 /2-inch thick coat of trowelable bitumastic joint sealant from 6-inches below to 6-inches above the joint. The coated joint shall then be wrapped with 6 .mil plastic to protect the sealant from damage during backfilling. C. MEASUREMENT AND PAYMENT: The price bid for new manhole installations shall include all labor, equipment, and materials necessary for construction of the manhole including, but not limited · to, joint sealing, lift hole sealing and exterior surface coating. Payment shall not include pavement replacement, which if required, shall be paid separately. The price bid for reconstruction of existing manholes shall include all labor equipment and materials necessary for construction of new manhole, including, but not limited to, excavation,· backfill, disposal of materials, joint sealing, lift hole sealing and exterior surface coating. Payme.nt shall not include pavement replacement, which if required, shall be paid separately. The price bid · for adjusting and/or sealing of existing manholes shall include all labor, equipment and materials necessary for adjusting and/or sealing the manhole, including but not limited to, joint sealing, lift hole sealing, and exterior surface coating. Payment for concrete c;ollars will be made per each. Payment for manhole inserts will be made per each. 0-28 SANITARY SEWER SERVICES 09/01/04 SC-18 PART D -SPECIAL CONDITIONS Any reconnection, relocation, re-routes, replacement, or new sanitary sewer service shall be required as shown on the plans,. and/or as described in these Special Contact Documents in addition to those located in the field and identified by the Engineer as active sewer taps. The service connections shall be constructed by the Contractor utilizing standard factory manufactured tees . City approved factory manufactured saddle taps may be used, but only as directed by the Engineer. The decision to use saddle taps as opposed to tees shall be made on a case-by-case basis. The Contractor shall be responsible for coordinating the scheduling of tapping crews with building owners and the Engineer in order that the work be performed in an expeditious manner. A minimum of 24 hours advance notice shall be given when taps will be required. Severed service connections shall be maintained as specified in section C6-6.15. A. SEWER 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 tap. The fittings used for vertical adjustment shall consist of a maximum bend of 45 degrees. The tap shall be located so as to line up with the service line and avoid any horizontal adjustment. For open cut applications,· all sanitary sewer service lines shall be replaced to the property or easement line, or as directed by the Engineer. Sanitary sewer services on 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 installation of any sewer service line including the incidental four (4) feet of service line which is included in the price bid for Sanitary Sewer Taps. Payment for work · such as backfill, saddles, tees, fittings incidental four (4) feet of service line and all other associated appurtenances required shall be included in the price bid for Sanitary Sewer Taps ~ B. SEWER SERVICE REPLACEMENT: All building sewer services encountered during construction shall be adjusted and/or replaced by the Contractor as directed by the Engineer as required for the connection of the sewer service line. If the sewer service line is in such condition or adjustment necessitates the replacement of the sewer service line, all work shall be performed by a licensed plumber. The Engineer shall determine the length of the replacement. All sewer services shall be installed at a minimum of two (2) percent slope or as approved by the Engineer. For situations involving sewer service re- routing, whether on public or private property, the City shall provide line and grade for the sewer service lines as shown on the project plans. Prior to installing the applicable sewer main or lateral and the necessary service lines, the Contractor shall verify (by de-holing at the building clean-out) the elevations (shown on the plans) at the building clean-out and compare the data with the elevation at the proposed connection point on the sewer main, in order to ensure that the two . (2) percent minimum slope (or as specified by the Engineer) requirement is satisfied . Elevations shall also be verified at all bend locations on the service re-route. All applicable sewer mains, laterals and affected service lines that are installed without pre-construction de-holing at the affected residences (to verify design elevations) shall be removed and replaced as necessary at the Contractor's expense in the event grade conflicts are brought to light after de-holing is conducted. All elevation information obtained by the Contractor shall be submitted to the Inspector. The Engineer shall be immediately notified in the event that the two (2) percent minimum slope is not satisfied. If the Contractor determines that a different alignment for the re-route is more beneficial than shown on the plans, the Contractor shall obtain and submit all .relevant elevation information for the new alignment to the Inspector and shall be responsible for ensuring that the two (2) percent minimum grade (or as approved by the Engineer) is satisfied . Prior to backfilling, the Contractor shall double check the grade of the installed service line and submit signed documentation verifying that the line has been installed as 09/01/04 SC-19 PART D -SPECIAL CONDITIONS designed to the Engineer. The Contractor, at its sole expense, shall be required to uncover any sewer service for which no grade verification has been submitted. All re- routes that are not installed as designed or fail to meet the City code shall be reinstalled at the Contractor's expense. The Contractor shall ensure that the service line is backfilled and compacted in accordance with the City Plumbing Code. Connection to the existing sewer service line shall be made with appropriate adapter fittings . The fitting shall be a urethane or neoprene coupling A.S.T.M. C-425 with series 300 stainless steel compression straps. The Contractor shall remove the existing clean-out and plug the abandoned sewer serv ice line. The contractor shall utilize schedule 40 PVC for all sanitary sewer service re-routes or relocations located on private property. Furthermore, the contractor shall utilize the services of a licensed plumber for all service line work on private property. Permit(s) must be obtained from the City of Fort Worth Development Department for all service line work on private property and all work related to the service line must be approved by a City of Fort Worth Plumbing Inspector. A copy of the plumbing permit shall be provided to the Engineer prior to beginning work on 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 materials such as backfill, removal of existing clean-outs, plugging the abandoned sewer service line, double checking the grade of the installed service line, pipe fittings, surface restoration on private property (to match existing), and all other associated work for service replacements in excess of four (4) linear feet shall be included in the linear foot price bid for sanitary sewer service line replacement on private property or public right of way . Payment for all work and material involving the "tap" shall be included in the price bid for sanitary sewer service taps. D-29 REMOVAL, SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES Any removal, salvaging and/or 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 field and identified by the Engineer. This work shall be done in accordance with Section E2-1.5 Salvaging of Material and E2-2 . 7 Removing Pipe, of the General Contract Documents and Specifications, unless amended or superseded by requirements of this Special Condition.· A. SALVAGE OF EXISTING WATER METER AND METER BOX : Existing water meter and meter box shall be removed and returned to the Water Department warehouse by the .Contractor in accordance with S.ection E2-1.5 Salvaging of Materials . B. SALVAGE OF EXISTING WATER METER AND CONCRETE VAULT LID : Existing water meter and concrete vault lid shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1 .5 Salvaging of Materials. The concrete vault shall be demolished in place to a point not less than 18 inches below final grade . The concrete vault shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. C. SALVAGE OF EXISTING FIRE HYDRANTS : Existing fire hydrants 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 shall be backfilled and compacted in accordance 09101104 SC-20 PART D -SPECIAL CONDITIONS with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing 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 the valve 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 material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. If the valve is in a concrete vault, the vault shall be demolished in place to a point no less than 18" below final grade. · E. ABANDONMENT OF EXISTING GATE VALVE: Existing gate valve and box lid shall be abandoned by first closing the valve to the fully closed position and demolishing the valve box in place to a point not less than 18 inches below final grade. Concrete shall then be used as backfill material to match existing grade. F. ABANDONMENT OF EXISTING VAULTS : Vaults to be demolished in place shall have top slab and lid removed and vault walls demolished to a point not less than 18" below final grade. The void area caused shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with the existing surrounding grade. G. ABANDONMENT OF MANHOLES: Manholes to be abandoned in place shall have all pipes entering or exiting the structure plugged with lean concrete. Manhole top or cone section shall be removed to the top of the full barrel diameter section, or to point not less than 18 inches below final grade. The structure shall then be backfilled 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 , suitable excavated material approved by the Engineer. Surface restoration shall be compatible with surrounding service surface. Payment for work involved in backfilling, plugging of pipe(s) and all other appurtenances required, shall be included in the appropriate bid item -Abandon Existing Sewer Manhole. H. REMOVAL OF MANHOLES: Manholes to be removed shall have all pipes entering or exiting the structure disconnected. The complete manhole, including top or cone section, all full barrel diameter section, and base section shall be removed. The excavation shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material may be with Type C Backfill or Type B Backfill, as approved by the Engineer. Surface restoration shall be compatible with surrounding surface . I. CUTTING AND PLUGGING EXISTING MAINS: At various locations on this project, it may be required to cut, plug , and block 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 incidental and all costs incurred will be considered to be included in the linear foot bid price of the pipe, unless separate trenching is required. J. REMOVAL OF EXISTING PIPE: Where removal of the existing pipe is required, it shall be the Contractor's responsibility to properly dispose of all removed pipe. All removed valves, fire hydrants and meter boxes shall be delivered to Water Department Field Operation, Storage Yard. 09/01/04 SC-21 PART D -SPECIAL CONDITIONS K. PAYMENT: Payment for all work and material involved in salvaging, abandoning and/or removing existing facilities shall be included in the linear foot bid price of the pipe , except as follows: separate payment will be made for removal of all fire hydrants, gate valves, 16 inch and larger, and sanitary sewer manholes, regardless of location . Payment will be made for salvaging, abandoning and/or removing all other existing facilities when said facility is not being replaced in the same trench .(i.e., when removal requires a separate trench). L. ABANDONMENT OF EXISTING SEWER LINES: Where plans call for abandonment of existing sewer mains after the construction of a new sewer main, the Contractor shall be responsible for TV inspection of 100% of the existing sewer main to be abandoned to make a final determination that all existing service connections have been relocated to the new main. Once this determination has been made, the existing main will be abandoned as indicated above in Item I. 0-30 DETECTABLE WARNING TAPES Detectable underground utility warning tapes which can be located from the surface by a pipe detector shall be installed directly above non-metallic water and sanitary sewer pipe. The detectable tape shall be "Detect Tape" manufactured by Allen Systems, Inc . or approved equal, and shall consist of a minimum thickness 0.35 mils solid aluminum foil encased in a protective inert plastic jacket that is impervious to all known a lkalis , acids, chemical reagents and solvents found in the soil. The minimum overall thickness of the tape shall be 5.5 mils , and the width shall not be less than two inches with a minimum unit weight of 2% pounds/1 inch/100'. The tape shall be color coded and imprinted with the message as follows: Type of Utility Color Code Water Safety Blue Sewer Safety Green Legends Caution! Buried Water Line Below Caution! Buried Sewer Line Below · Installation of detectable tapes shall be per manufacturer's recommendations and shall be as close to the grade as is practical for optimum protection and detectabil ity . 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 associated appurtenances required shall be included in the unit price bid for the appropriate bid item(s). 0-31 PIPE CLEANING Joints shall be wiped and then 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 all exposed pipe ends during any period of work stoppage. · D-32 DISPOSAL OF SPOIUFILL MATERIAL Prior to the d isposing of any spoil/fill material , the Contractor shall advise the Director of Engineering Department, acting as the City of Fort Worth's Flood Plain Administrator {"Admin istrator"), of the location of all sites where the Contractor intends to dispose of such material. Contractor shall not. dispose of such material until the proposed sites have been determined by the Administrator to meet the requirements of the Flood Pla in Ordinances of the City of Fort Worth (Ordinance No. 10056). All disposal sites must be approved by the 09101104 SC-22 PART D -SPECIAL CONDITIONS Administrator to ensure that filling is not occurring within a floodplain without a permit. A floodplain permit can be issued upon approval of necessary Engineering studies . No fill permit is required if disposal sites are not in a floodplain. Approval of the Contractor's disposal sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain Fill Permit authorizing fill within the flood plain . Any expenses associated with obtaining the fill permit, including any necessary Engineering studies , shall be at the Contractor's expense. In the event that the Contractor disposes of spoil/fill material at a site without a fill permit or a letter from the administrator approving the disposal site, upon notification by the Director of Engineering Department, Contractor shall remove the spoil/fill material at its expense and dispose of such materials in accordance with the Ordinances of the City and this section . D-33 MECHANICS AND MATERIALMEN'S LIEN The Contractor shall be required to execute a release of mechan ics and material men's liens upon receipt of payment. D-34 SUBSTITUTIONS The specifications for materials set out the minimum standard of quality, which the City believes necessary to procure a satisfactory project. No substitutions will be permitted until the Contractor has received written permission of the Engineer to make a substitution for the material , which has been specified . Where the term "or equal ", or "or approved equal" is used, it is understood that if a material, product, or piece of equipment bearing the name so used is furnished, it will be approvable , as the particular trade name was used for the purpose of establishing a standard of quality acceptable to the City. If a product of any other name is proposed for use, the Engineer's approval thereof must be obtained before the Contractor procures the proposed substitute. Where the term "or equal", or "or approved equal" is not used in the specifications , this does not necessarily exclude alternative items or material or equipment which may accomplish the intended purpose . However, the Contractor shall have the full responsibility of proving that the proposed substitu t ion is, in fact, equal , and the Engineer, as the representative of the City, shall be the sole judge of the acceptability of substitutions . The provisions of th is sub-section as related to "substitutions" shall be applicable to all sections of these specifications. D-35 PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER A GENERAL: Prior to the reconstruction, ALL sections of existing sanitary sewer lines to be abandoned, removed (except where being replaced in the same location), or rehabilitated (pipe enlargement, cured-in-place pipe, fold and form pipe, slip-line, etc.), shall be cleaned, and a television inspection performed to identify any active sewer service taps , other sewer laterals and their location. Work shall consist of furnishing all labor, material, and equipment necessary for the cleaning _and inspection of the sewer lines by means of closed ci rcuit television. Satisfactory precautions shall be taken to protect the sewer lines from damage that might be inflicted by the improper use of cleaning equipment. 1. HIGH VELOCITY JET (HYDROCLEANING) EQUIPMENT: The high-velocity sewer line cleaning equipment shall be constructed for easy and safe operation . The equipment shall also have a selection of two or more high-velocity nozzles . The nozzles shall be capable of producing a scouring action from 15 to 45 degrees in all size lines designated to be cleaned. Equipment shall also include a high-velocity gun 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 tank, auxiliary engines, pumps, and hydraulically driven hose reel. 09101104 SC-23 PART D -SPECIAL CONDITIONS Hydraulically Propelled Equipment shall be of a movable dam type and be constructed in such a way that a portion of the dam may be collapsed at any time during the cleaning operation to protect against flooding of the sewer. The movable dam shall be equal in diameter around the outer periphery to ensure removal of grease . If sewer cleaning balls or other equipment , which cannot be collapsed , is used , special precautions to prevent flooding of the sewers and public or private property shall be taken. The 'flow of sewage present in the sewer lines shall be utilized to provide necessary fluid for hydraulic cleaning devices whenever possible . 2. CLEANING PROCEDURES: The designated sewer manholes shall be cleaned using high-velocity jet equipment. The equipment shall be capable of removing dirt, grease, rocks, sand, and other materials and obstructions from the sewer lines and manholes. If cleaning of an entire section cannot be successfully performed from one manhole, the equipment shall be set up on the other manhole and cleaning again attempted. If, again , successful cleaning cannot be performed or equipment 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 quantities of water from fire hydrants are necessary to avoid delay in normal working procedures, the water shall be conserved and not used unnecessarily. No fire hydrant shall be obstructed in case of a fire in the area served by the hydrant. Before using any water from the City Water Distribution System, the Contractor shall apply for and receive permission from the Water Department. The Contractor shall be responsible for the water meter and related charges for the setup , including the water usage bill. All expenses shall be considered incidental to cleaning. 3. DEBRIS REMOVAL AND DISPOSAL: All sludge, dirt, sand, rock, grease , and other solid or semisolid materia l 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 line stoppages, accumulations of sand in wet wells, or damage pumping equipment, shall not be permitted. 4. All solids or semisolid resulting from the cleaning operat ions shall be removed from the site and disposed of at a site designated by the Engineer. All materials shall be removed from the site no less often than at the end of each workday and disposed of at no additional cost to the City : - - 5. UNDER NO CIRCUMSTANCE SHALL SEWAGE OR SOLIDS REMOVED THEREFROM ..... BE DUMPED ONTO STREETS OR INTO DITCHES , CATCH BASINS , STORM DRAINS OR SANITARY SEWER MANHOLES. 6. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection shall be one specifically designed and constructed for such inspection . Lighting for the camera shall be suitable to allow a clear picture of the entire periphery of the pipe. The camera shall be operative in 100% humidity conditions . The camera, television monitor, and other components of the video system shall be capable of producing picture quality to the satisfaction of the Engineer; and if unsatisfactory , equipment shall be removed and no payment will be made for an unsatisfactory inspection. B. EXECUTION : 1. TELEVISION INSPECTION: The camera shall be moved through the line in either direction at a moderate rate, stopping when necessary to permit proper documentation of 09/01104 SC-24 - PART D -SPECIAL CONDITIONS any sewer service taps. In no case will the television camera be pulled at a speed greater than 30 feet per minute. Manual winches, power winches, TV cable, and powered rewinds or other devices that do not obstruct the camera view or interfere with proper documentation shall be used to move the camera through the sewer line . When manually operated winches are used to pull the television camera through the line, telephones or other suitable means of communications shall be set up between the two manholes of the section being inspected to ensure good communications between members of the crew . The importance of accurate distance measurements is emphasized . All television inspection videotapes shall have a footage counter . Measurement for location of sewer service taps shall be above ground by means of meter device. Marking on the cable, or the like, which would require interpolation for depth of manhole, will not be allowed. Accuracy of the distance meter shall be checked by use of a walking meter, roll-a-tape, or other suitable device, and the accuracy shall be satisfactory to the Engineer. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor. The cost of retrieving the Television camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to Television inspection. 2. 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 sewer service taps observed during inspection . In addition, other points of significance such as locations of unusual conditions, roots, storm sewer connections, broken pipe, presence of scale and corrosion, and other discernible features will be recorded, and a copy of such records will be supplied to the City . 3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard-size photographs of the television picture of problems shall be taken by the Contractor upon request of the Engineer, as long as such photographing does not interfere with the Contractor's operations. 4. VIDEOTAPE RECORDINGS : The purpose of tape recording shall be to supply a visual and audio record of problem areas of the lines that may be replayed. Video tape recording playback shall be at the same speed that it was recorded. The television tapes shall be furnished to the City for review immediately upon completion of the television inspection and may be retained a maximum of 30 calendar days. 09101/04 Equipment shall be provided to the City by the Contractor for review of the tapes . The Engineer will return tapes to the Contractor upon completion of review. Tapes shall not be erased without the permission of the Engineer. If the tapes are of such poor quality that the Engineer is unable to evaluate the condition of the sewer line or to locate service connections, the Contractor shall be required to re-televise and provide a good 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, 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 . SC-25 PART D -SPECIAL CONDITIONS THE TAPES SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO CONSTRUCTION FOR REVIEW AND DETERMINATION OF SAGS . Upon completion of review of the tapes by the Engineer, the Contractor will be notified as to which sections of the sanitary sewer are to be corrected. The Engineer will return tapes to the Contractor upon completion of review. All costs associated with this work shall be incidental to unit prices· bid for items under Television Inspection of the Proposal. C. PAYMENT OF CLEANING AND PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The cost for Pre-Construction Cleaning and Television Inspection of sanitary sewers shall be per linear foot of sewer actually televised. The Contractor shall provide the Engineer with tapes of a quality that the particular piece of sewer can be readily evaluated as to existing sewer conditions and for providing appropriate means for review of the tapes by the Engineer including collection and removal, transportation and disposal of sand and debris from the sewers to a legal dump site. Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image required for 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 passage of a camera . The methods used for securing passage of the camera are to be at the option of the Contractor, and the costs must be included in the bid price for TV Inspections. The cost of retrieving the TV Camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to TV Inspection. The item shall also include all costs of installing and maintaining any bypass pumping required to provide reliable, regular sewer service to the area residents . All bypass pumping shall be incidental to the project. 0-36 VACUUM TESTING OF SANITARY SEWER MANHOLES A. GENERAL: This item .shaH govern the vacuum testing of all newly constructed sanitary sewer manholes. B. EXECUTION: 1. TEST PROCEDURE: Manholes shall be vacuum tested prior to any interior grouting with all connections in place. Lift holes shall be plugged, and all drop-connections and gas sealing connections shall be installed prior to testing . 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, etc. The test head shall be placed inside the frame at the top of the manhole and inflated in accordance with the manufacturer's recommendations. A vacuum of ten inches of mercury (1 O"Hg) shall be drawn and the vacuum pump will be turned off. With the valve closed, the level of vacuum shall be read after the required test time . The required test time shall be determined from the Table I below in accordance with ASTM C1244-93: 09101104 SC-26 - - liiil PART D -SPECIAL CONDITIONS Table I MINIMUM TIME REQUIRED FOR VACUUM DROP OF 1" Hg (1 O"Hg -9"Hg) (SEC) Depth of MH. 48-Inch Dia . 60-lnch Dia. (FT.) Manhole Manhole Oto 16' 40 sec. 52 sec. 18' 45 sec. 59 sec. 20' 50 sec. 65 sec. 22' 55 sec. 72 sec. 24' 59 sec. 78 sec. 26' 64 sec. 85 sec. 28' 69 sec. 91 sec. 30' 74 sec. 98 sec. For Each 5 sec. 6 sec. Additional 2' 2. ACCEPTANCE: The manhole shall be considered acceptable, if the drop in the level of vacuum is less than one-inch of mercury (1" Hg) after the required test time. Any manhole, which fails to pass the initial test , must be repaired by either pressure grouting through the manhole wall or digging to expose the exterior 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 until it has successfully passed the test. Following completion of a successful test , the manhole shall be restored to its normal condition , all temporary plugs shall be removed, all braces, equipment, and debris shall be .. removed and .disposed of in a manner satisfactory to the Engineer. C. PAYMENT : Payment for vacuum testing of sanitary sewer manholes shall be paid at the · contract price per each vacuum test. This price shall include all material, labor, equipment, and all incidentals, including all bypass pumping,. required to complete the test as specified . · herein.· · · · · · · o .. 37 BYPASS PUMPING The Contractor shall bypass the sewage around the section or sections of sewer to be rehabilitated and/or replaced. The bypass shall be made by plugging existing upstream manhole and pumping the sewage into a downstream manhole or adjacent system or other method as may be . approved by the Engineer. The pump and bypass lines shall be of adequate capacity and size to h~ndle the flow without sewage backup occurring to facilities connected to the sewer: Provi~ior:,s .shall be made at driveways and street crossings to permit safe vehicular travel without interrupting flow in the bypass system. Under no circumstances will the Contractor be permitted · to discharge sewage into the trenches. Payment shall be incidental to rehabilitation or replacem~nt of the sewer line.· .. .... ><. . . : .. D-38 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER 09/01104 SC-27 PART D -SPECIAL CONDITIONS A. GENERAL: After construction, ALL sections of sanitary sewer lines shall have a television inspection performed by an independent sub-Contractor hired by the prime Contractor. Work shall consist of furnishing all labor, material, 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 that might be inflicted by the improper use of cleaning equipment. B. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection shall be one specifically designed and constructed for such inspection. Lighting for the camera shall be operative in 100% humidity conditions. The camera, television monitor, and other components of the video system shall be capable of producing picture quality to the satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no payment will be made for an unsatisfactory inspection . C. EXECUTION: 1. TELEVISION INSPECTION: The camera shall be moved through the line in either direction 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 rewinds or other devices that do not obstruct the camera view or interfere with proper documentation shall be used to move the camera through the sewer line. No more than 2000 linear feet of pipe will be televised at one time for review by the Engineer. When manually operated winches are used to pull the television camera through the line, telephones or other suitable means of communications shall be set up between the two manholes of the section being inspected to ensure good communications between members of the crew. The importance of accurate distance measurements is emphasized. 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 device. Marking on the cable, or the like, which would require interpolation for depth of manhole, will not be allowed. Accuracy of the distance meter shall be checked by use of a walking meter, roll-a-tape, or other suitable device, and the accuracy shall be satisfactory to the Engineer. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera . The methods used for securing passage of the camera are to be at the option of the Contractor. The cost or retrieving the Television camera, under all circumstances, w·hen. it becomes lodged during inspection, shall be incidental . to Tel_evision inspection .' · · Sanitary sewer mains must be laced with enough water to fill all low pints . The television inspection must be done immediately following the lacing of the main with no water flow . ·· If sewer is active, flow must be restricted to provide a clear image of sewer being inspected. · · 2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept by the Contractor and will clearly show the location in relation to an adjacent manhole of each sewer service tap observed during inspection. All television logs shall be referenced ,09/01/04 SC-28 - - - PART D -SPECIAL CONDITIONS to stationing as shown on the plans. A copy of these television logs will be supplied to the City. 3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard-size photographs of the television picture of problems shall be taken by the Contractor upon request of the . Engineer, as long as such photographing does not interfere with the Contractor's operations. 4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual and audio record of problem areas of the lines that may be replayed. Video tape recording playback shall be at the same speed that it was recorded. The television tapes shall be furnished to the City for review immediately upon completion of the television inspection and may be retained a maximum of 30 calendar days. Equipment shall be provided to the City by the Contractor for review of the tapes. Tapes will be returned to the Contractor upon completion of review by the Engineer. Tapes shall not be erased without the permission of the Engineer. If the tapes are of such poor quality that the Engineer is unable to evaluate the condition of the sewer line or to locate service connections, the Contractor shall be required to re..: televise and provide a good 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, 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. · D. PAYMENT OF POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The cost for post-construction Television Inspection of sanitary sewers shall be per linear foot of sewer televised . The Contractor shall provide the Engineer with tapes of a quality that the particular piece of sewer can be readily evaluated as to sewer conditions and for providing appropriate means for review of the tapes by the Engineer. · Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image required for line analysis . The quantity of TV · inspection shall be measured as the total length of new pipe installed. All costs associated with this work shall be included in the appropriate bid item -Post-Construction Television Inspection. The item' shall also include all costs of installing and maintaining any bypass pumping required to provide reliable, regular sewer service to the area residents. All bypass pumping shall be incidental to the project. ' ·· · · D-39 SAMPLES AND QUALITY CONTROL TESTING A. The Contractor shall furnish, at its own expense, certifications by a private laboratory for all materials proposed to be used on the project , including a mix design for any asphaltic and/or Portland cement concrete to be used, and gradation analysis for sand and crushed stone to be used along with the name of the pit from which the material was taken . The contractor shall provide manufacturer's certifications for all manufactured items to be used in the project and will bear any expense related thereto. B. Tests of the design concrete mix shall be made by the contractor's laboratory at least nine days prior to the placing of concrete using the same aggregate, cement, and mortar which are to be used later in the concrete. The Contractor shall provide a certified copy of the test results to the City. 09101/04 SC-29 PART D -SPECIAL CONDITIONS C. Quality control testing of in-place material on this project will be performed by the city at its own expense . Any retesting required as a result of failure of the material to meet project specifications will be at the expense of the contractor and will be billed at commercial rates as determined by the City . The failure of the City to make any tests of materials shall in no way relieve the contractor of its responsibility to furnish materials and equipment conforming to the requirements of the contract. D. Not less than 24 hours notice shall be provided to the City by the Contractor for operations requ iring testing. The Contractor shall provide access and trench safety system (if required) for the site to be tested, and any work effort involved is deemed to be included in the unit price for the item being tested. E. The Contractor shall provide a copy of the trip ticket for each load of fill material delivered to the job site . The ticket shall specify the name of the pit supply ing the fill material. D-40 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL A. DESCRIPTION: This item sha ll consist of temporary soil erosion sediment and water pollution control measures deemed necessary by the Engineer for the duration of the contract. These control measures shall at no time be used as a substitute for the permanent control measures unless otherwise directed by the Engineer and they shall not include measures taken by the CONTRACTOR to control conditions created by his construction operations . The temporary measures shall include dikes , dams , berms , sediment basins, fiber mats , jute netting , temporary seeding , straw mulch, asphalt mulch, plastic liners, rubble - liners, baled-hay retards, dikes, slope drains and other devices . B. CONSTRUCTION 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 excavation , borrow and to direct the CONTRACTOR to provide temporary pollution-control measures to prevent contamination of adjacent streams , other water courses , lakes , ponds or other areas of water impoundment. Such work may involve the construction of temporary berms, dikes, dams , sediment basins , slope drains and use of temporary mulches , mats , seeding , or other control devices or methods directed by the Engineer as necessary to control soil erosion . Temporary pollution-control measures shall be used to prevent or correct erosion that may develop during construction prior to installation of permanent pollution control features , but are not associated with permanent control features on the project. The Engineer will limit the area of preparing right-of-way , clearing and grubbing, excavation and borrow to be proportional to the CONTRACTOR 'S capabil ity and progress in keeping the finish grading , mulch ing, seeding , and other such permanent pollution-control measures current in accordance with the accepted schedule . Should seasonal cond itions make such limitations unrealistic, temporary soil-erosion-control measures shall be performed as directed by the Engineer. 1. Waste or disposal areas and construct ion roads shall be located and constructed in a manner that will minim ize the amount of sediment entering streams . 2 . Frequent fordings of live streams w ill not be permitted ; therefore , temporary bridges or other structures shall be used wherever an appreciable number of stream crossings are necessary. Unless otherwise approved in writing by the Engineer, mechanized equipment shall not be operated in live streams . 09/01/04 SC -30 PART D -SPECIAL CONDITIONS 3. When work areas or material sources are located in or adjacent to live streams, such areas shall be separated from the stream by a dike or other barrier to keep sediment from entering a flowing stream. Care shall be taken during the construction and removal of such barriers to minimize the muddying of a stream . 4 . All waterways shall be cleared as soon as practicable of false work, piling, debris or other obstructions placed during construction operations that are not a part of the finished work . 5. The Contractor shall take sufficient precautions to prevent pollution of streams, lakes and reservoirs with fuels , oils , bitumen , calcium chloride or other harmful materials . He shall conduct and schedule his operations so as to avoid or minim ize s il tation of streams, lakes and reservoirs and to avoid interference with movement of migratory fish . C. MEASUREMENT AND PAYMENT: All wo rk, materials and equipment necessary to provide temporary erosion control shall be considered subsidiary to the contract and no extra pay will be given for this work. D-41 INGRESS AND EGRESS/OBSTRUCTION OF ACCESS TO DRIVES The Contractor shall provide ingress and egress to the property being crossed by this construction and adj~cent property when construction is not in progress and at night. Drives shall be left accessible at night, on weekends, and during holidays. The Contractor shall conduct his activities to minimize obstruction of access to drives and property during the progress of construction . Notification shall be made to an owner prior to his driveway being removed and/or rebuilt. D-42 PROTECTION OF TREES, PLANTS AND SOIL All property along and adjacent to the Contractors' operations including lawns, yards, shrubs, trees, etc ., shall be preserved or restored after completion of the vvork, to a condition equal to or better than existed prior to start of work . Any trees or other landscape features scarred or damaged by the Contractor's operations shall be restored or replaced at the Contractor's expense. Trimming or pruning to facilitate the work will be permitted only by experienced workmen in an approved manner (No trimming or pruning without the property owners ' consent). Pruned limbs of 1" diameter or larger shall be thoroughly treated as soon as possible with a tree wound dressing . By ordinance, the Contractor must obtain a permit from the City Forester before any 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 permit can be obtained by calling the Forestry Office at 871-5738 . All tree work shall be in compliance with pruning standards for Class II Pruning as described by the National Arborist Association. A copy of these standards can be provided by calling the above number. Any damage to public trees due to negligence by the Contractor shall be assessed using the current formula for Shade Tree Evaluation as defined by the International Society of Arboriculture . Payment for negligent damage to public trees shall be made to the City of Fort Worth and may be withheld from funds due the Contractor by the City. To prevent the spread of the Oak Wilt fungus, all wounds on Live Oak and Red Oak trees shall be immediately sealed using a commercial pruning paint. 09101/04 . SC-31 PART D -SPECIAL CONDITIONS No separate payment will be made for any of the work involved for this item and all costs incurred will be considered a subsidiary cost of the project. D-43 SITE RESTORATION The contractor shall be responsible for restoring the site to original grade and condition after completion of his operations subject to approval of the Engineer. The basis for approval by the Engineer will be grade restoration to plus minus one-tenth (0 .1) of a foot. D-44 CITY OF FORT WORTH STANDARD PRODUCT LIST Proposed products submitted in the bid documents must appear in the latest "City of Fort Worth Standard Product List, for the bid to be considered responsive . Products and processes listed in the "City of Fort Worth Standard Product List shall be considered to meet City of Fort Worth minimum technical requirements . 0-45 TOPSOIL, SODDING, SEEDING & HYDROMULCHING This item shall be performed in accordance with the City of Fort Worth Parks and Community Services Department Specifications for Topsoil, Sodding and Seeding. 1. TOPSOIL DESCRIPTION: This item will consist of furnishing and placing a minimum of six (6) inches of topsoi l, free from rock and foreign material , in all parkways and medians to the lines and grades as established by the Engineer. CONSTRUCTION METHODS : Topsoil will be secured from borrow sources as required to supplement material secured from street excavation. All excavated materials from streets which is suitable for topsoil will be used in the parkways and medians before any topsoil is obtained from a borrow source. Topsoil material secured from street excavation shall be stockpiled at locations approved by the Engineer, and at complet ion of grading and paving operations , topso il shall be placed on parkway areas so as to provide a minimum six (6) inches of compacted depth of topsoil parkways . 2. SODDING DESCRIPTION: Sodding will consist of furnishing and planting Bermuda , Buffalo or St. Augustine grass in the areas between the curbs and walks , on terraces , in median strips, on embankments or cut slopes, or in such areas as designated on the Drawings and in accordance with the requirements of this Specification . R~commended Buffalo grass varieties for sodding are Prairie and 609 . MATERIALS : Sod shall consist of live and growing Bermuda, Buffalo or St. Augustine grass secured from sources where the soil is fert ile. Sod to be placed during the dormant state of these grasses shall be alive and acceptable . Bermuda and Buffalo grass sod shall have a healthy, virile root system of dense , thickly matted roots throughout a two (2) inch minimum thickness of native soi l attached to the roots . St. Augustine grass sod shall have a healthy, virile root system of dense , th ickly matted roots throughout a one (1) inch minimum thickness of native soil attached to t he roots . 09/01104 SC-32 PART D -SPECIAL CONDITIONS The sod shall be free from obnoxious weeds or other grasses and shall not contain any matter deleterious to its growth or which might affect its subsistence or hardiness when transplanted . Sod to be placed between curb and walk and on terraces shall be the same type grass as adjacent grass or existing lawn . Care shall be taken at all times to retain native soil on the roots of the sod during the process of excavating, hauling, and planting . Sod material shall be kept moist from the time it is dug until planted. When so directed by the Engineer, the sod existing at the source shall be watered to the extent required prior to excavating . Sod material shall be planted within three days after it is excavated . CONSTRUCTION METHODS : After the designated areas have been completed to the lines, grades, and cross-sections shown on the Drawings and as provided for in other items of the contract, sodding of the type specified shall be performed in accordance with the requirements hereinafter described. Sodding shall be either "spot" or "block"; either Bermuda, Buffalo or St. Augustine grass. a. Spot Sodding Furrows parallel to the curb line or sidewalk lines , twelve (12) inches on centers or to the dimensions shown on the Drawings, shall be opened on areas to be sodded. In all furrows, sod approximately three (3) inches square shall be placed on twelve (12) inch centers at proper depth so that the top of the sod shall not be more than one-half (1/2) inch below the finished grade. Holes of equivalent depth and spacing may be used instead of furrows . The soil shall be firm around each block and then the entire sodded area shall be carefully rolled with a heavy, hand roller developing fifteen (15) to twenty-five (25) pounds per square inch compression. Hand tamping may be required on terraces . b. Block Sodding. At locations on the Drawings or where directed, sod blocks shall be carefully placed on the prepared areas . The sod shall be so placed that the entire designated area shall be covered, and any voids left in the block sodding shall be filled with additional sod and tamped. The entire sodded area shall be rolled and tamped to form a thoroughly compact solid mass. Surfaces of block sod, which, in the opinion of the Engineer, may slide due to the height or slope of the surface or nature of the soil , shall ,. upon direction of the Engineer, be pegged with wooden pegs driven through the sod block to the firm earth, sufficiently close to hold the block sod firmly in place. When necessary, the sodded areas shall be smoothed after planting has been completed and shaped to conform to the cross-section previously provided and existing at the time sodding operations were begun . Any excess dirt from planting operations shall be spread uniformly over the adjacent areas or disposed of as directed by the Engineer so that the completed surface will present a sightly appearance. The sodded areas shall be thoroughly watered immediately after they are planted and shall be subsequently watered at such times and in a manner and quantity directed by the Engineer until completion and final acceptance of the project by the City of Fort Worth . 3. SEEDING 09/01104 SC-33 PART D -SPECIAL CONDITIONS DESCRIPTION: "Seeding" will consist of preparing ground, providing and planting seed or a mixture of seed of the kind specified along and across such areas as may be designated on the Drawings and in accordance with these Specifications . MATERIALS : 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 crop and the date of analysis shown on each tag shall be within nine (9) months of time of delivery to the project. Each variety of seed 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 specified seed shall equal or exceed the following percentages of Purity germination: Common Name Purity Germination Common Bermuda Grass 95% 90% Annual Rye Grass 95% 95% Tall Fescue 95% 90% Western Wheatgrass 95% 90% Buffalo Grass Varieties Top Gun 95% 90% Cody 95% 90% Table 120.2.(2)a. URBAN AREA WARM-SEASON SEEDING RATE (lbs.); Pure Live Seed (PLS) Dates Feb 1 to May 1 Mixture for Clay or Tight Soils (Eastern Sections) Bermudagrass 40 Buffalograss 60 (Western Sections) Buffalograss 80 Bermudagrass 20 Total : 100 Total: 100 Table, 120.2.(2)b Mixture for Sandy Soils (All Sections) Bermudagrass 60 Buffalograss 40 Total: 100 TEMPORARY COOL-SEASON SEEDING RATE; (lb.) Pure Live Seed (PLS) Dates (All Sections) Aug 15 Tall Fescue 50 to Western Wheatgrass 50 May 1 Annual Rye 50 Total: 100 and CONSTRUCTION METHODS: After the designated areas have been completed to the lines , grades, and cross-sections shown on the Drawings and as provided for in other items of this Contract, seeding of the type specified shall be performed in accordance with the requirements hereinafter described. 09/01/04 SC-34 PART D -SPECIAL CONDITIONS a. Watering. Seeded areas sha ll be watered as directed by the Engineer so as to prevent washing of the slopes or dislodgment of the seed . b. Finishing. Where applicable, the shoulders, slopes , and ditches shall be smoothed after seed bed preparation has been completed and shaped to conform to the cross-section previously provided and existing at the time planting operat ions were begun. 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 sow ing 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 time provided the spec ified uniform rate of application for both is obtained . "Finishing" as specified in Section 0-45 , Construction Methods, is not applicable since no seed bed preparation is required. DISCED SEEDING: Soil over the area shown on the Drawings as directed to be seeded shall be loosened to a minimum depth of three (3) inches and all particles in the seed bed shall be reduced to less than one (1) inch in diameter or they shall be removed. The area shall then 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 planted at the rate required and the application shall be 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 one-eight (1/8) inch . The planted area shall be rolled with a corrugated roller of the "Cultipacker" type. All rolling of the slope areas shall be on the contour. ASPHALT MULCH SEEDING : The soil over the area shown on the Drawings , or as directed to be seeded, shall be loosened to the minimum depth of three (3) inches and all particles in the seed bed shall be reduced to less than one (1) inch in diameter, or they shall be removed . 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 until a minimum depth of six (6) 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 the sowing of seed is by hand , rather than mechanical methods, the seed shall be sown in two directions at right angles to each other. Seed and fertilizer may be distributed at the same time, provided the specified uniform rate of application for both is obtained . After planting, the seed shall be raked or harrowed into the soil to a depth of approx imately one-quarter (1/4) inch . The planted surface area and giving a smooth surface without ruts or tracks . In between the time compacting is completed and the asphalt is applied , the planted area shall be watered sufficiently to assure uniform moisture from the surface to a minimum of six (6) inches in depth. The application of asphalt shall follow the last watering as rapidly as possible. Asphalt shall be of the type and grade as shown on the Drawings and shall conform to the requirements of the item 300, "Asphalts , Oils and Emulsions". If the type of asphalt to be used is not shown on the Drawings , or if Drawings are not included, then MS-2 shall be used . Applications of the asphalt shall be at a rate of three-tenths (0.3) gallons per square yard . It shall be applied 09/01/04 SC-35 PART D -SPECIAL CONDITIONS to the area in such a manner so that a complete film is obtained and the finished surface shall be comparatively smooth . RE-SEEDING OF AREAS PLANTED WITH COOL SEASONS SPECIES : Areas where temporary cool season species have been planted may be replanted beginning February 1 with warm season species as listed in Table 120.2(2)a: The re-seeding will be achieved in the following manner. The cool season species shall be mowed down to a height of one (1) inch to insure that slit-seeding equipment will be able to cut through the turf and ach ieve adequate soil penetrat ion . * Slit-seeding , is achieved through the use of an implement which cuts a furrow (sl it) in the so il and places the seed in the sl it which is then pressed close with a cult packer wheel. 4. HYDROMULCH SEEDING : If hydro mulch seeding is provided , seed mix shall have 95% purity of Bermuda grass and have a germination rate of 90%. Contractor shall ensure that the grass establishes . 5. CONSTRUCTION WITHIN PARK AREAS TURF RESTORATION OF PARK AREAS : FERTILIZER DESCRIPTION: "Fertilizer" will consist of providing and distributing fertilizer over such areas as are designated on the Drawings and in accordance with these Specifications . MA TE RIALS : All fert ilizer used shall be delivered in bags or containers clearly labeled showing the analysis . The fert ilizer is subject to testing by the City of Fort Worth in accordance with the Texas Fertilizer Law . A pelleted or granulated fertilizer shall be used w ith a_n analysis of 16-20-0 or 16-5-8 or having the analysis shown on the Drawings . The figures in the analys is represent the percent of nitrogen , phosphoric acid, and potash nutrients respectively as determined by the methods of the Association of Official Agricultural Chemists . In the event it is necessary to substitute a fertilizer of a different analysis , it shall be a pelleted or granulated fertilizer with a lower concentration . Total amount of nutrients furnished and appl ied per acre shall equal or exceed that specified for each nutrient. CONSTRUCTION METHODS : When an item for fertilizer is included in the Drawings and proposal, pelleted or granulated ferti lizer shall be applied uniformly over the area specified to be fertilized and in the manne r directed for the particular item of work. Fertilizer shall be dry and in good physical condition. Fertilizer that is powdered to caked will be rejected . Distribution of fertilizer as a particular item of work shall meet the approva l of the Engineer. Unless otherwise indicated on the 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 acre for all types of "Seed ing". MEASUREMENT: Topsoil secured from borrow sources will be measured by the square yard in place on the project site . Measurement will be made only on topsoils secured from borrow sources . Acceptable material for "Seeding " w ill be measured by the linear foot , complete in place . 09/01/04 SC-36 PART D -SPECIAL CONDITIONS Acceptable material for "Sodding" will be measured by the linear foot, complete in place. Acceptable material for "Fertilizer" shall be subsidiary to the price of sodding or seeding . PAYMENT: All work performed as ordered and measured shall be subsidiary to the contract unless and otherwise noted in the plans and bid documents to be paid for at the unit price bid for each item of work. Its price shall be full compensation for excavating (except as noted below), loading, hauling, placing and furnishing all labor, equipment, tools , supplies, and incidentals necessary to complete work. All labor, equipment, tools and incidentals necessary to supply, transport, stockpile and place topsoil or salvage topsoil as specified shall be included in "Seeding" or "Sodding" bid items and will not 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 for furnishing and placing all sod; for all rolling and tamping; for all watering; for disposal of all surplus materials; and for all materials; labor, equipment, 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 full compensation for furnishing all materials and for performing all operations necessary to complete the work accepted as follows : · · · · · Fertilizer material and application will not be measured or paid for direc\ly, but is considered subsidiary to Sodding and Seeding. · · · · · · D-46 CON FIN.ED SPACE ENTRY PROG.RAM It shall be the responsibility of the contractor to implement and maintain a variable "CONFINED SPACE ENTRY PROGRAM" which must meet OSHA requirements for all its employees and subcontractors at all times during construction . All active sewer manholes, regardless of depth, are defined by OSHA, as "permit required confined spaces". Contractors shall submit an c3cceptable "CONFINED SPACE ENTRY PROGRAM" for all applicable manholes and maintain an active file for these manholes . The cost of complying with this program shall be subsidiary to the pay items involving work in confined spaces. . · · · · · D-47 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION 1. Prior to the final inspection being conducted for the project, the contractor shall contact the city inspector in wrjting when the entire projector c3 designated portion of the projectis substantially complete . 2. The inspector along with appropriate City staff and the City's consultant shall make an inspection of the substantially completed work and prepare and submit to the contractor a list of items needing to be completed or corrected . 3. The contractor shall take immediate steps to rectify the listed deficiencies and notify the owner in writing when all the items have been completed or corrected . . 09/01104 . . ··. SC-37 PART D -SPECIAL CONDITIONS 4. Payment for substantial completion inspection as well as final inspection shall be subsidiary to the project price. Contractor shall still be required to address all other deficiencies , which are discovered at the time of fina l inspection. 5. Final inspection shall be in conformance with general condition item "C5-5 .18 Final Inspection " of PART C -GENERAL CONDITIONS . D-48 EXCAVATION NEAR TREES 1. The Contractor shall be responsible for taking measures to minimize damage to tree limbs , tree trunks, and tree roots at each work site . All such measures shall be considered as incidental work included in the Contract Unit Price bid for applicable pipe or structure installation except for short tunneling/tree augering . 2. Any and all trees located within the equipment operating area at each work site shall , at the direction of.the Engineer, be protected by erecting a "snow fence" along the drip line or edge of the tree root system between tree and the construction area. · 3. Contractor shall inspect each work site in advance and arrange to have any tree limbs pruned that might be damaged by equipment operations . The Engineer shall be notified at least 24 hours prior to any tree trimming work. No trimming work will be permitted within private property without written permission of the Owner . 4. Nothing shall b_e stored over the tree root system within the drip line area of any tree . 5. Before excavation (off the roadway) with in the drip line .area of any tree , the earth shall be sawcut for a minimum depth of 2 feet. 6. At designated locations shown on the drawings , the "short tunnel" method using Class 51 0.1. pipe shall be utilized. 7. Except in areas where clearing is allowed , all trees up to 8" in diameter damaged during construction shall be removed and replaced with the same type and diameter tree at . the ,. , contractor's expense . · · 8. Contractor shall employ a qualified landscaper for all the work required for tree care to ensure utilization of the best agricultural practices and procedures . 9. Short tunneling shall consist of power augering or hand excavation . The tunnel diameter shall not be larger than 1-1/2 times the outside pipe diameter. Vo ids remaining after pipe installation shall be pressure grouted. D-49 CONCRETE ENCA~EMEl'JT OF SEWER PIPE Concrete encasement of sewers shall be paid for at the Contract Unit Price per linear foot of concrete encasement as measured in place along the centerline of the pipe for each pipe diameter indicated . The Contract Unit Price. shall include ~II costs associated with installation and reinforcement of the concrete encasement.. D-50 CLAY DAM 09101/04 SC-38 PART D -SPECIAL CONDITIONS Clay dam construction shall be performed in accordance with the Wastewater Clay Dam Construction, figure in the Drawings in these Specifications, at 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 through the pipeline trench. Construction material shall consist of compacted bentonite clay or 2 :27 concrete. Payment for work such as forming, placing and finishing shall be subsidiary to the price bid for pipe installation. D-51 EXPLORATORY EXCAVATION (D-HOLE) The Contractor shall be responsible for verifying the locations of all existing utilities prior to construction, in accordance with item D-6. At locations identified on the drawings, contractor shall conduct an exploratory excavation (D-Hole), to locate and 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 construction of the entire project only at locations denoted on the plans or as directed by the engineer. Contractor shall submit a report of findings (including surveyed elevations of existing conflicting utilities) to the City prior to the start of construction of the entire project. If the contractor determines an existing utility is in conflict 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 excavation (D-Hole) to obtain a safe and proper driving surface to ensure the safety of the general public and to meet the approval of the City inspector. The contractor shall be liable for any and all damages incurred . due to the exploratory excavation (D-Hole). · Payment shall not be made for verification of existing utilities per item D-6 . Payment for exploratory excavation (D-Hole), at locations identified on the plans or as directed by the Engineer, shall include full compensation for all materials, excavation, surface restoration, field surveys, and all incidentals necessary to complete the work, shall be the unit price bid. No payment shall be made for exploratory excavation(s) conducted after construction has begun. D-52 INSTALLATION OF WATER FACILITIES 09/01/04 52.1 Polyvinyl Chloride (PVC) Water Pipe POLYVINYL Chloride Plastic Water Pipe and fittings on this Project shall be in accordance with the material standard contained in the General Contract Documents. Payment for work such as backfill; bedding, blocking, detectable tapes and all other associated appurtenant required, shall be included in the linear foot price bid of the appropriate BID ITEM(S); 52.2 Blocking Concrete blocking on this Project will necessarily be required as shown on the Plans and shall be installed in accordance with the General Contract Documents. All valves shall have concrete blocking provided for supporting. No separate payment will be made for any of the work involved for the item and all costs incurred will be considered to be included in the linear foot bid price of the pipe or the bid price of the valve. 52.3 Type of Casing Pipe 1. WATER: The casing pipe for open cut and bored or tunneled section shall be AWWA C-200 •· Fabricated Electrically Welded Steel Water Pipe, and shall conform to the provisions of E1-15, E1-5 and E1-9 in Material Specifications of General Contract Documents and Specifications for Water Department Projects. The steel casing pipe shall be supplied as follows: SC-39 09/01/04 PART D -SPECIAL CONDITIONS For the inside and outside of casing pipe, coal-tar protective coating in accordance with the requirements of Sec . 2.2 and related sections in AWWA C-203 . Touch-up after field welds shall provide coating equal to those specified above. Minimum thickness for casing pipe used shall be 0.375 inch . Stainless Steel Casing Spacers (centering style) such as manufactured by Cascade Waterworks Manufacturing Company or an approved equal shall be used on all non- concrete pipes when installed in casing . Installation shall be as recommended by the Manufacturer. 2. SEWER: Boring used on this project shall be in accordance with the material standard E 1-15 and Construction standard E2-15 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 bid per foot. 52.4 Tie-Ins The Contractor shall be responsible for making tie-ins to the existing water mains. It shall be the responsibility of the Contractor to verify the exact location and elevation of the existing line tie-ins . And any differences in locations and elevation of existing line tie-ins between the contract drawings and what may be encountered in the field shall be considered as incidental to construction. The cost of making tie-ins 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 locations, elevation, configuration, and or angulation of existing lines between the contract drawings and what may be encountered in the said work shall be considered as incidental to construction . Where it is required to shut down existing mains in order to make proposed connections, such down time shall be coordinated with the Engineer, and all efforts shall be made to keep this down time to a minimum . In case of shutting down an existing main, the Contractor shall notify the Manager, Construction Services , Phone 871-7813, at least 48-hours prior to the required shut down time. The Contractor's attention is directed to Paragraph C5-5.15 INTERRUPTION OF SERVICE, Page C5-5(5), PART C -GENERAL CONDITIONS OF THE WATER DEPARTMENT GENERAL CONTRACT DOCUMENTS AND GENERAL SPECIFICATIONS . The Contractor shall notify the customer both personally and in writing as to the location, time, and schedule of the service interruption . The cost of removing any existing concrete blocking shall be included in the cost of connection. Unless bid separately all cost incurred shall be included in the linear foot price bid for the appropriate pipe size. 52.6 Valve Cut-Ins It may be necessary to cut-in gate valves to isolate the water main from which the extension and/or replacement is to be connected . This may require closing valves in other lines and putting consumers out of service for that period of time necessary to cut in the new valve ; the work must be expedited to the utmost and all such cut-ins must be SC-40 PART D -SPECIAL CONDITIONS coordinated with the engineer in charge of inspection . All consumers shall be individually advised prior to the shut out and advised of the approximate length of time they may be without service . Payment for work such as backfill, bedding, fittings, blocking and all other associated appurtenants required , shall be included in the price of the appropriate bid items . 52. 7 Water Services The relocation, replacement, or reconnection of water services will be required as shown on the plans, and/or as described in these Special Contract Documents in addition to those located in the field and identified by the Eng ineer. All service's shall be constructed by the contractor utilizing approved factory manufactured tap saddles (when required) and corporation stops, type K copper water tubing , curb stops with lock wings, meter boxes, and if required approved manufactured service branches . All materials used shall be as specified in the Material Standards (E1- 17 & E1-18) contained in the General Contract Documents . All water services to be replaced shall be installed at a minimum depth of 36 inches below final grade . All existing 3/4-inch water service lines which are to be replaced shall be replaced with 1- inch Type K copper, 1-inch diameter tap saddle when required , and 1-inch corporation from the main line to the meter box. All services which are to be replaced or relocated shall be installed with the service main tap and service line being in line with the service meter unless otherwise directed by the Engineer. A m inimum of 24 hours advance notice shall be given when service interruption will be required as specified in Section C5-5.15 INTERRUPTION OF SERVICE. All water service meters shall be removed , tagged , and collected by the contractor for pickup by the Water Department for reconditioning or replacement. After installation of the water service in the proposed location and receipt of a meter from the project inspector the contractor shall install the meter. The meter box shall be reset as necessary to be flush with existing ground or as otherwise directed by the Engineer. All such work on the outlet side of the service meter shall be performed by a licensed plumber. 1. WATER SERVICE REPLACEMENTS : Water service replacement or relocation is 09/01/04 required when the existing service is lead or is too shallow to avoid breakage during street reconstruction . The contractor shall replace the existing service line with Type K copper from the main to the meter, curb stop with lock wings, and corporation stop . Payment for all work and materials such as backfill, fittings, type K copper tubing, curb stop with lock wings, service line adjustment, and any relocation of up to 12-inches from center line existing meter location to center line proposed meter location shall be included in the Linear Foot price bid for Copper Service Line from Main to five (5) feet behind Meter. Any vertical adjustment of customer service line within the 5 foot area shall be subsidiary to the service installation . SC-41 PART D -SPECIAL CONDITIONS Payment for all work and materials such as tap saddle (if required), corporation stops, and fittings shall be included in the price bid for Service Taps to Main . 2. WATER SERVICE RECONNECTION : Water service reconnection is required when the existing service is copper and at adequate depth to avoid breakage during street reconstruction . The contractor shall adjust the existing water service line as required for reconnection and furnish a new tap with corporation stop . The contractor will be paid for one (1) Service Tap to Main for each service reconnected plus for any copper service line used in excess of five (5) feet from Main to five (5) feet behind the Meter. 3. 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 meter and meter box is moved more than twelve (12) inches, as measured from the center line of the existing meter to location to the center line of the proposed 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 relocations made perpendicular to this centerline w 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 meter box is required, payment for all work and materials such as backfill, fittings , five (5) feet of type K copper service and all materials, labor, and equipment used by and for the licensed plumber shall be included in the price bid for the service meter relocation. All other costs will be included in other appropriate bid item(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 line is not being replaced . Adjustment of only the meter box and customer service line within 5 feet distance behind 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 relocation . 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 shall be provided for all 2 inch water meters or smaller. The reinforced plastic water meter boxes shall comply with section E1-18A-Reinforced Plastic Water Meter Boxes . Payment for all work and materials such as backfill , fittings, type K copper tubing, and curb stop with lock wings shall be included in the Linear Foot price bid for Service Line from Main to Meter five (5) feet behind the meter. Payment for all work and materials such as tap saddle, corporation stops , and fittings shall be included in the price bid for Service Taps to Mains. Payment for all work and materials such as furnishing and setting new meter box shall be included in the price bid for furnish and set meter box. 5. MULTIPLE SERVICE BRANCHES: When multiple service branches are required the contractor shall furnish approved factory manufactured branches. 09/01/04 Payment for multiple service branches will include furnishing and installing the multiple service branch only and all other cost will be included in other appropriate bid item(s). SC-42 PART D -SPECIAL CONDITIONS 6. MULTIPLE STREET SERVICE LINES TO SINGLE SERVICE METER : Any multiple service lines with taps servicing a single service meter encountered during construction shall be replaced with one service line that is applicable for the size of the existing service meter and approved by the Engineer. Payment shall be made at the unit bid price in the appropriate bid item(s). 52.8 2-lnch Temporary Service Line A. The 2-inch temporary service main and 3/4-inch service lines shall be installed to provide temporary water service to all buildings that will necessarily be required to have severed water service during said work. The contractor shall be responsible for coordinating the schedule of the temporary service connections and permanent service reconnections with the building owners and the Engineer in order that the work be performed in an expeditious manner. Severed water service must be reconnected within 2 hours of discontinuance of service. A 2-inch tapping saddle and 2-inch corporation stop or 2-inch gate valve with an appropriate fire hydrant adapter fitting shall be required at the temporary service point of connection to the City water supply . The 2-inch temporary service main and 3/4-inch service lines shall be installed in accordance to the attached figures 1, 2 and 3. 2" temporary service line shall be cleaned and sterilized by using chlorine gas or chlorinated lime (HTH) prior to installation. The out-of-service meters shall be removed, tagged and collected by the Contractor for delivery to the Water Department Meter Shop for reconditioning or replacement. Upon restoring permanent service , the Contractor shall re-install the meters at the correct location. The meter box shall be reset as necessary to be flush with the existing ground or as otherwise directed by the Engineer. The temporary service layout shall have a minimum available flow rate of 5 GPM at a dynamic pressure of 35 PSI per ·service tap. This criteria shall be used by the Contractor to determ ine the length of temporary service allowed, number of service taps and number of feed points. When the temporary service is required for more than one location the 2-inch temporary service pipes , 3/4-inch service lines and the 2-inch meter shall be moved to the next successive project location. Payment for work such as fittings, .3/4-inch service lines, asphalt, barricades, all service connections, removal of temporary services and all other associated appurtenants required, shall be included in the appropriate bid item . B. In order to accurately measure the amount of water used during construction, the Contractor will install a fire hydrant meter for all temporary service lines . Water used during construction for flushing new mains that cannot be metered from a hydrant will be estimated as accurately as possible. At the pre-construction conference the contractor will advise the inspector of the number of meters that will be needed along with the locations where they will be used. The inspector will deliver the hydrant meters to the locations. After installation, the contractor will take full responsibility for the meters until such time as the contractor returns those meters to the inspector . Any damage to the meters will be the sole responsibility of the contractor. The Water Department Meter Shop will evaluate the condition of the meters upon return and if repairs are needed the 09/01/04 SC-43 09/01/04 PART D -SPECIAL CONDITIONS contractor will receive an invoice for those repairs . The issued meter is for this specific project and location only . Any water that the contractor may need for personal use will require a separate hydrant meter obtained by the Contractor, at its cost, from the Water Department. 52.9 Purging and Sterilization of Water Lines Before being placed into service all newly constructed water lines shall be purged and sterilized in accordance with E2-24 of the Genera l Contract Documents and Specifications except as modified herein . The Contractor will furnish all water for INITIAL cleaning and sterilization of water lines. All materials for construction of the project , including appropriately sized "pipe cleaning pigs", chlorine gas or chlorinated lime (HTH) shall be furn ished by the Contractor. Chlorinated lime (HTH) shall be used in sufficient quantities to provide a ch lorine residual of fifty (50) PPM . The residual of free chlorine shall be measured after 24 hours and shall not be less than 10 parts per million of free chlorine . Chlorinated water shall be disposed of in the sanitary sewer system . Should a sanitary sewer not be available , chlorinated water shall be "de-chlorinated " prior to d isposal. The line may not be placed in service until two success ive sets of samples , taken 24 hours apart, have met the established standards of purity . Purging and sterilization of the water lines shall be considered as incidental to the project and all costs incu rred will be considered to be inc luded in the linear foot bid price of the pipe . 52.1 O Work Near Pressure Plane 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 are installed closed and no cross 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 requ ired in large water meter vaults as per Figure 33 unless otherwise directed by the Engineer. The appropriate water sampling stat ion will be furnished to the Contractor free of charge; however, the Contractor will be required to pick up this item at the Field Operations Warehouse . PAYMENT FOR FIGURE 34 INSTALLATIONS : Payment for all work and materials necessary for the installation of the 3/4-inch type K copper serv ice line will be shall be included in the price bid for copper Service Line from Main to Meter. Payment for all work and materials necessary for the installation tap saddle (if required), corporation stops , and fittings shall be included in the price bid for Service Taps to Main . Payment for all work and materials necessary for the installation of the sampling station, concrete support block, curb stop , fitt ings , and an incidental 5-feet of type K copper service line which are required to provide a complete and functional water sampl ing station shall be included in the price bid for Water Sample Stations . SC-44 PART D -SPECIAL CONDITIONS PAYMENT FOR FIGURE 33 INSTALLATIONS : Payment for all work and materials necessary for the installation tap saddle , gate valve , and fittings shall be inc luded in the price bid for Service Taps to Main. Payment for all work and materials necessary for the installation of the sampling station, modification to the vault, fittings, and all type K copper service line which are required to provide a complete and functional water sampling station shall be included in the price bid for Water Sample Stations. 52.12 Ductile Iron and Gray Iron Fittings Reference Part E2 Construction Specifications, Section E2-7 Installing Cast Iron Pipe, fittings, and Specials, Sub section E2-7 .11 Cast Iron Fittings: E2-7 .11 DUCTILE -IRON AND GRAY-IRON FITTINGS: All ductile-iron and gray-iron fittings shall be furnished with cement mortar lining as stated in Section E 1-7. The price bid per ton of fittings shall be payment in full for all fittings , joint accessories, polyethylene wrapping, horizontal concrete blocking, vertical tie-down concrete blocking , and concrete cradle necessary for construction as designed . All ductile-iron and gray-iron fittings, valves and specials shall be wrapped with polyethylene wrapping conforming to Material Specification E1-13 and Construction Specification E2-13. Wrapping shall precede horizontal concrete blocking , vertical tie- down concrete blocking, and concrete cradle . Payment for the polyethylene wrapping, horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle shall be included in bid items for vales and fittings and no other payments will be allowed. 0-53 SPRINKLING FOR DUST CONTROL All applicable provisions of Standard Specifications Item 200 , "Sprinkling for Dust Control" shall apply. However, no direct payment will be made for this item and it shall be considered to this contract. 0-54 DEWATERING The Contractor shall be responsible for determining the method of dewatering operation for the water or sewage flows from the existing mains and ground water. The Contractor shall be responsible for damage of any nature resulting from the dewatering operations . The DISCHARGE from any dewatering operation shall be conducted as approved by the Engineer. Ground water shall not be discharged into sanitary sewers. Dewatering shall be considered as incidental to a construction and all costs incurred will be considered to be included in the project price . 0-55 TRENCH EXCAVATION ON DEEP TRENCHES Contractor to prevent any water flowing into open trench during construction . Contractor shall not leave excavated trench open overn ight. Contractor shall fill any trench the same day of excavation. No extra payment shall be allowed for this special cond ition . · 0-56 TREE PRUNING A REFERENCES: National Arborist Association 's "Prun ing Standards for Shade Trees". 09/01104 SG-45 PART D -SPECIAL CONDITIONS B. ROOT PRUNING EQUIPMENT 1. Vibratory Knife 2 . Vermeer V-1550RC Root Pruner C. NATURAL RESOURCES PROTECTION FENCE 1. Steel "T" = Bar stakes , 6 feet long . 2 . Smooth Horse-Wire: 14-1/2 gauge (medium gauge) or 12 gauge (heavy gauge). 3. Surveyor's Plastic Flagging : ''Tundra" weight , International fluorescent orange or red color. 4. Combination Fence : Commercially manufactured combination soil separator fabric on wire mesh backing as shown on the Drawings . D. ROOT PRUNING 1. Survey and stake location of root pruning trenches as shown on drawings . 2. Using the approved specified equipment , make a cut a minimum of 36 inches deep in order to minimize damage to the undisturbed root zone . 3. Backfill and compact the trench immed iately after trenching. 4. Place a 3-foot wide by 4-inch deep cover of mulch over the trench as required by the Engineer. 5. Within 24 hours , prune flush with ground and backfill any exposed roots due to construction activity . Cover with wood chips of mulch in order to equalize so1i temperature and minimize water loss due to evaporation . 6 . Limit any grading work within conservation areas to 3-inch maximum cut or fill , with no roots over 1-inch diameter being cut unless cut by hand or cut by specified methods , equ i pment and protection . E. MULCHING : Apply 2-inches to 4-inches of wood ch i ps from trimming or clearing operation on areas designated by the Engineer. F. Tree Prun ing shall be considered subsidiary to the project contract price . D-57 TREE REMOVAL Trees to be removed shall be removed using applicable methods , including stump and root ball removal , loading , hauling and dumping . Extra caution shall be taken to not disrupt existing utilities both overhead and buried. The Contractor shall immediately repair or replace any damage to utilities and privat e property including , but not limited to , water and sewer services , pavement, fences , walls, sprinkler system piping, etc., at no cost to the Owner. All costs for tree removal , including temporary service costs , shall be cons idered subsidiary to the project contract price and no additional payment will be allowed . 09/01/04 SC-46 PART D -SPECIAL CONDITIONS 0-58 TEST HOLES The matter of subsurface exploration to ascertain the nature of the soils , including the amount of rock, if any, through which this pipeline installation is to be made is the respons ibility of any and all prospective bidders, and any bidder on this project shall submit his bid under this cond ition. Whether prospective bidders perform th is subsurface exploration jointly or independently, and whether they make such determination by the use of test holes or other means, shall be left to the discretion of such prospective bidders. If test borings have been made and are provided for bidder's information, at the locations shown on the logs of borings in the appendix of this specification, it is expressly declared that neither the City nor the Engineer guarantees the accuracy for the information or that the material encountered in excavations is the same , either in character, locat ion , or elevat ion, as shown on the boring logs. It shall be the responsibility of the bidder to make such subsurface investigations , as he deems necessary to determine the nature of the materia l 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 all rock removal and other associated appurtenances , if required, shall be included in the linear foot bid price of the pipe . · 0-59 PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION AND NOTIFICATION OF TEMPORARY WATER SERVICE INTERRUPTION DURING C.ONSTRUCTION Prior to beginning construction on any block in the project , the contractor shall, on a block by block basis; prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction . The notice shall be prepared as . follows: The notification notice or flyer sha ll be posted seven (7) days prior to beginning any construction activity on each block in the project area. The flyer shall be prepared on the Contractor's letterhead and shall include the following information : Name of Project , DOE No ., Scope of Project (i.e. type of construction activ ity), actual construction duration within the block ; the name of the contra~tor 's foreman and his phone number, the name of the City 's inspector and his phone number and the City 's .aft~r-hours phone nurnber, A s~mple of the 'pre-construction . notification' flyer is attached. · · ·' · · · · · · ·· · · · · , . : .... ··• ,! .. ·· ...• -, .. ' . . : .·: The. contractor shall ;ubmi~ a schedule showing th~ construction start and finish time for each block of the project to t~e , inspector.: In addition, a copy of the flyer shall be delivered to the City Inspector for his review prior to being· distributed. The contractor will not be allowed to begin construction on any block until the flyer is delivered to all residents of the block. In the event it b.ecomes necessary to temporarily shut down water service to residents or businesses during construction, the contractor shall prepare and deliver a notice or flyer of the pending interruption to the front door of each affected resident. The notice shall be preparecf as follows: The notification or flyer shall be posted twenty-four (24) prior to the temporary interruption . The . flyer shall be prepared on the contractor's letterhead and shall include the following. information : Name of the project , DOE number, the date of the interruption of service , the period the interruption will take place, the name of the contractor's foreman and his phone number and the . 0910 .1/04 SC-47 PART D -SPECIAL CONDITIONS name of the City's inspector and his phone number. A sample of the temporary water service interruption notification is attached. A copy of the temporary interruption notification shall be delivered to the inspector for his review prior to being distributed . The contractor shall not be permitted to proceed with 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) 871-8306 . All work involved with the notification flyers shall be considered subsidiary to the contract price and no additional compensation shall be made. D-60 TRAFFIC BUTTONS The removal and replacement of traffic buttons is the responsibility of the contractor and shall be considered a subsidiary item. In the event that the contractor prefers for the Signals, Signs and Markings Division (SSMD) of the Transportation/Public Works Department to install the markings, the contractor shall contact SSMD at (817) 871-8770 and shall reimburse SSMD for all costs incurred, both labor and material. No additional compensation shall be made to the contractor for this reimbursement. D-61 SANITARY SEWER SERVICE CLEANOUTS Whenever a sanitary sewer service line is installed or replaced, the Contractor shall install a two- way service cleanout as shown in the attached detail. Cleanouts are to be installed out of 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 . Payn:,ent for all work and materials necessary for the installation of the two-way service cleanout which are required to provide a complete and functional sanitary sewer cleanout shall be included in the price bid for Sanitary Sewer Service Cleanouts. D-62 TEMPORARY PAVEMENT REPAIR The Contractor shall provide a temporary pavement repair immediately after trench backfill and compaction using a minimum of 2-inches of hot mix asphalt over a minimum of 6-inches of compacted flex base. The existing asphalt shall be saw cut to provide a uniform edge and the entire width and length of the temporary repair shall be rolled with a steel asphalt roller to provide smooth rideability on the street as well as provide a smooth transition between the existing P.avement and the temporary repair. Cost of saw cutting shall be subsidiary to the: temporary pavement repair pay item . · · · · The contractor shall be responsible for maintaining the temporary pavement until the paving . contractor has mobilized . The paving contractor shall assume maintenance responsibility upon such moQilization .' No additional co.mpensation shall .. be made for maintaining the temporary pavement. · · · · D-63 CONSTRUCTION STAKES The City, through its Surveyor or agent, will provide to the Contractor construction stakes or other customary method of markings as may be found consistent with professional practice, establishing line and grades for roadway and utility construction, and centerlines and benchmarks for bridgework . These stakes shall be set sufficiently in advance to avoid delay whenever 09/01/04 SC-48 . PART D -SPECIAL CONDITIONS practical. One set of stakes shall be set for all utility construction (water, sanitary sewer, drainage etc.), and one set of excavation/or stabilization stakes, and one set of stakes for curb and gutter/or paving . It shall be the sole responsibility of the Contractor to preserve, maintain , transfer, etc., all stakes furnished until completion of the construction phase of the project for which they were furnished . If the City or its agent determines that 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 Contract Documents, it shall be the Contractor's responsibility , at the Contractor's sole expense, to have such stakes replaced by an individual registered by the Texas Board of Professional Land Surveyor as a Registered Land Surveyor. No claims for delay due to lack of replacement of construction stakes will be accepted, and time will continue to be charged in accordance with the Contract Documents . D-64 EASEMENTS AND PERMITS The performance of this contract requires certain temporary construction, right-of-entry agreements, and/or permits to perform work on private property. · The City has attempted to obtain the temporary construction and/or right-of-entry agreements for properties where construction activity is necessary on City owned facilities, such as sewer lines or manholes. For locations where the City was unable to obtain the easement or right-of-:entry , it shall be the Contractor's responsibility to obtain the agreement prior to beginning wo .rk on subject property. This shall be subsidiary to the contract. The agreements, which the City has obtained, are available to the Contractor for review by contacting the plans desk at the Dep~rtment of Engineering, City of Fort Worth. Also , it shall be the responsibility of the Contractor to obtain written permission from property owners to perform such work as cleanout repa ir and sewer service replacement on private property . Contractor shall adhere to all requirements of Paragraph C6-6.1 O of the General Contract Documents. The Contractor's attention is directed to the agreement terms along with any special conditions that may have been imposed on these agreements, by the property owners. · The easements and/or private property shall be cleaned up after use and restored to its original condition or better. In event additional work room is required by the Contractor, it shall be the Contractor's responsibility to obtain written permission from the property owners involved for the use 9,fadditional property required . No additional paym~nt wjll 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 obtc3ining the requisite insurance , and shall pay ar,y and all costs associated with or required by the permit(s). It is the Contractor's responsibility to provide the required flagmen and/or provide payment to the appropriate railroad/agency for all flagmen during construction in railroad/agency right-of-way . Any and all costs associated with compliance with permits(s) including payment for flagmen shall be subsidiary to the project price . No · additional payment will be allowed for this item. · D-65 PRE-CONSTRUCTION NEIGHBORHOOD MEETING After the pre-construction conference has been held but before construction is alloweq to. begin on this proj~ct a public meeting will be held at a location to be determined by the Engineer. The contractor, inspector, and project manager shall meet with all affected residents and present the . projected schedule, including construction · start date, and answer any construction related . questions . Every effort will be made to schedule the neighborhood meeting within the two weeks 09/01(04 SC-49 PART D -SPECIAL CONDITIONS following the pre-construction conference but in no case will construction be allowed to begin until this meeting is held. D-66 WAGE RATES The labor classifications and minimum wage rates set forth herein have been predetermined by the City Council of the City of Fort Worth , 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 than the following rates of wages be paid. (Attached) 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 NESHAP found at 40 CFR Part 61 , Subpart M. This specification will establish procedures to be used by all Excavators in the removal and disposal of ACP in compliance with NESHAP. Nothing in this specification shall be construed to void any provision of a contract or other law, ordinance, regulation or policy whose requirements are more stringent. B. ACP is defined under NESHAP as a Category II, non-friable material in its intact state but which may become friable upon removal, demolition and/or disposal. Consequently, if the removal/ disposal process renders the ACP friable, it 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 must 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 conventional construction waste. EPA defines friable as material, when dry, which may pe crumbled, pulverized or reduced to powder by hand pressures . C . The Generator of the hazardous material is responsible for the identification and proper handling, transportation, and disposal of the material. Therefore, it is the policy of the City of Fort Worth that the Excayator is the Generator regardless of whether the pipe is friable or not. · · · D. It is the intent of the City of Fort Worth that all ACP shall be removed in such careful and prudent manner that it remains intact and does not become friable. The Excavator is· respon.sible to employ those mecins, methods, techniques and sequences to ensure this result. · E. Compliance with all aspects of worker safety and health regulations including but not limited to the OSHA Asbestos Standard is the responsibility of the Excavator. The City of Fort Worth assumes no responsibility for compliance programs, which are the responsibility of the Excavator. (Copy of forms attached) D-68 STORM WATER POLLUTION PREVENTION PERMIT: As defined by Texas Commission on Environmental Quality (TCEQ) regulations, a Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required for all construction activities that result in the disturbance of one to five acres (Small Construction Activity) or five or more acres of total land (Large Construction Activity). The contractor is defined as an "operator'' by state regulations and is required to obtain a permit. Information concerning 09101104 SC-50 PART D -SPECIAL CONDITIONS the permit can be obtained through the Internet at http://www.tnrcc.state.tx.us/permitting/water perm/wwperm/construct.html. Soil stabilization and structural practices have been selected and designed in accordance with North Central Texas Council of Governments Best Management Practices and Erosion Control Manual for Construction Activities (BMP Manual). This manual can be obtained through the Internet at www.dfwstormwater.com/runoff.html. Not all of the structural controls discussed in the BMP Manual will necessarily apply to this project. Best Management Practices are construction management techniques that, if properly utilized, can minimize the need for physical controls and possible reduce costs. The methods of control shall result in minimum sediment retention of not less than 70%. NOTICE OF INTENT (NOi): ff the project will result in a total land disturbance equal to or greater than 5 acres, the contractor shall sign at the pre-construction meeting a TCEQ Notice of Intent (NOi) form prepared by the engineer. ft serves as a notification to the TCEQ of construction activity as well as a commitment that the contractor understands the requirements of the permit for storm water discharges from construction activities and that measures will be taken to implement and maintain storm water pollution prevention at the site. The NOi shall be submitted to the TCEQ at least 48 hours prior to the contractor moving on site and shall include the required $100 application fee .. · The NOi shall be mailed to: Texas Commission on Environmental Quality Storm Water & General Permits Team; MC-228 P.O. Box 13087 Austin, TX 78711-3087 A copy of the NOi shall be sent to : City of Fort Worth Department of Environmental Management 5000 MLK Freeway Fort Worth, TX 76119 NOTICE OF TERMINATION (NOT): For all sites that qualify as Large Construction Activity, the contractor shall sign, prior to final payment, a TCEQ Notice of Termination (NOT) form prepared by the . engineer. ft serves as a notice that the site is no longer subject to the requirement of the permit. · .· · · The NOT should be mailed to: Texas Commission on Environmental Quality Storm Water & General Permits Team; MC-228 P.O. Box 13087 Austin, TX 78711~3087 STORM WATER POLLUTION PREVENTION PLAN (SWPPP): A document consisting of an erosion control and toxic waste management plan and a narrative defining site parameters and techniques to be employed to reduce the release of sediment and pollution from the construction site. Five of the project SWPPP'~ are available for viewing at the plans desk of the Department of Engineering .' The selected Contractor shall be provided with three copies of the SWPPP after awardof contract, along with unbounded copies of all forms to be submitted to the Texas · Commission on Environmental Quality. · 09/01/04 .·· sc-s1 · PART D -SPECIAL CONDITIONS LARGE CONSTRUCTION ACTIVITY -DISTURBED AREA EQUAL TO OR GREATER THAN 5 ACRES: A Notice of Intent (NOi) form shall be completed and submitted to the TCEQ including payment of the TCEQ required fee. A SWPPP that meets all TCEQ requirements prepared by the Engineer shall be prepared and implemented at least 48 hours before the commencement of construction activities. The SWPPP shall be incorporated into in the contract documents. The contractor shall submit a schedule for imp lementation of the SWPPP. Deviations from the plan must be submitted to the engineer for approval. The SWPPP is not warranted to meet all the conditions of the permit since the actual construction activities may vary from those anticipated during the preparation of the SWPPP. Modifications may be required to fully conform to the requirements of the Permit. The contractor must keep a copy of the most current SWPPP at the construction s ite. Any alterations to the SWPPP proposed by the contractor must be prepared and submitted by the contractor to the engineer for review and approval. A Notice of Termination (NOT) form shall be submitted within 30 days after final stabilization has been achieved on all portions of the site that is the responsibility of the permittee , or, when another permitted operator assumes control over all areas of the site that have not been finally stabilized. SMALL CONSTRUCTION ACTIVITY -DISTURBED AREA EQUAL TO OR GREATER THAN ONE ACRE BUT LESS THAN FIVE ACRES : Submission of a NOi form is not required. However, a TCEQ Site Notice form must be completed and posted at the site . A copy of the completed Site Notice must be sent to the City of Fort Worth Department of Environmental Management at the address listed above . A SWPPP, prepared as described above , shall be implemented at least 48 hours before the commencement of construction activ ities. The SWPPP must include descriptions of control measures necessary to prevent and control soil erosion , sedimentation and water pollution and will be included in the contract documents . The control measures shall be installed and maintained throughout the construction to assure effective and continuous water pollution control. The controls may include, but not be lim ited to , silt fences, straw bale dikes, rock berms , diversion dikes , interceptor swales , sed i ment traps and basins , pipe slope drain , inlet protection , stabilized construction entrances, seeding , sodding , mulching, soil retention blankets, or other structural or non-structural storm water pollution controls . The method of control shall result in a minimum sediment retention of 70% as defined by the NCTCOG "BMP Manual." Deviations from the proposed control measures must be submitted to the engineer for approval. PAYMENT FOR SWPPP IMPLEMENTATION : Payment shall be made per lump sum as shown on the proposal as full compensation for all items conta ined in the project SWPPP . FOR DISTURBED AREAS LESS THAN 1 ACRE , SPECIAL CONDITION D -40 SHALL BE APPLICABLE . D-69 COORDINATION WITH THE CITY'S REPRESENTATIVE FOR OPERATIONS OF EXISTING WATER SYSTEMS It is the Contractor's j espons ibility to coordinate any event that will require connecting to or the operati on of an existing City water line system with the City 's representative . The Contractor may obtain a hydrant water meter from the Water Department for use during the life of named project: In the event the Contractor requires that a water valve on an existing live system be turned off and on to accommodate the construction of the project, the Contractor must coordinate this activity through the appropriate City representative . The Contractor shall not operate water line valves of existing water system . Failure to comply will render the Contractor in violation of Texas Penal Code Title 7 , Chapter 28 .03 (Crim inal Mischief) and the Contractor will be prosecuted to the full extent of the law. In add ition, the Contractor will assume all liabilities and responsibilities as a result of these actions . 09101/04 SC-52 PART D -SPECIAL CONDITIONS D-70 ADDITIONAL SUBMITTALS FOR CONTRACT AWARD The City reserves the right to require any pre -qualified contractor who is the apparent low bidder(s) for a project to submit such additional information as the City, in sole discretion may require , including but not limited to manpower and equipment records, information about key personnel to be assigned to the project, and construction schedule, to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to deliver a quality product and successfully complete projects for the amount bid within the stipulated time frame . Based upon the City's assessment of the submitted information , a recommendation regarding the award of a contract w ill be made to the City Council. Failure to submit the additional information if requested ' may be grounds for rejecting the apparent low bidder as non-responsive . Affected contractors will be notified in writing of a recommendation to the City Council. D-71 EARLY WARNING SYSTEM FOR CONSTRUCTION Time is of the essence in the completion of this contract. In order to insure that the contractor is ·· responsive when notified of unsatisfactory performance and/or of failure to maintain the contract schedule, the following process shall be applicable : The work progress on all construction projects will be closely monitored . On a bi-monthly basis the percentage of work completed will be compared to the percentage of time charged to the contract. If the amount of work performed by the contractor is less than the percentage of time allowed by 20% or more (example : 10% of the work completed in 30% of the stated contract t ime as n,ay be amended by change order), the following proactive measures will be taken: . 1. A letter will be mailed to the contractor by certified mail, return receipt requested demanding that, w ithin 10 days from the date that the letter is received , it provide sufficient equipment, materials and labor to ensure completion of the work within the contract time. In the event the contractor receives such a letter, the contractor shall provide to the City an updated schedule showing how the project will be completed within the contract time. 2 . The, Project Manager and the Directors of the Department of Engineering , Water Department, and Department of Transportation and Public Works will be made awa.r~ .· of the situation . If necessary, the City Manager's Office and the appropriate city .. · council members may also be informed. 3. • Any notice that may, in the City's sole discretion, be required to be provided to ··· interested individuals will distributed by the Engineering Department's Public ' · Information Officer'. . . · . 4 . Upon receipt of the contractor's response, the appropriate City departments and directors will be notified . The Engineering Department's Public Information Officer will ; if nec~ss.ary, then forward updated notices to the interested ind ividuals. 5 . If the contractor fai ls to provide an acceptable schedule or fails to perform satisfactorily a second time prior to the completion of the contract, the bonding ·• company will be notified appropriate ly . · · . . D-72 , AIR POLLUTION WATCH DAYS . 09/01/04 SC-53 PART D -SPECIAL CONDITIONS The Contractor shall be required to observe the fol lowing guidelines relating to working on City construction sites on days designated as "AIR POLLUTION WATCH DAYS". Typically, the OZONE SEASON , within the Metroplex area , runs from May 1, through OCTOBER 31, with 6:00 a .m . -10:00 a.m . being critical BECAUSE EMISSIONS FROM THIS TIME PERIOD HAVE ENOUGH TIME TO BAKE IN THE HOT ATMOSPHERE THAT LEADS TO EARLY AFTERNOON OZONE FORMATION .. The Texas Commission on Environmental Quality (TCEQ), in coordination with the National Weather Service, will issue the Air Pollution Watch by 3:00 p.m . on the afternoon prior to the WATCH day. On designated Air Pollution Watch Days, the Contractor shall bear the responsibility of being aware that such days have been designated Air Pollution Watch Days and as such shall not begin work until 10 :00 a.m. whenever construction phasing requ ires the use of motorized equipment for periods in excess of 1 hour. However, the Contractor may begin work prior to 10 :00 a .m . if use of motorized equipment is less than 1 hour, or if equ ipment is new and certified by EPA as "Low Emitting", or equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions , or alternative fuels such as CNG. If the Contractor is unable to perform continuous work for a period of at least seven hours between the hours of 7 :00 a.m . -6 :00 p.m ., on a designated Air Pollution Watch Day , that day will be considered as a weather day and added onto the allowable weather days of a given month . D-73 FEE FOR STREET USE PERMITS AND RE-INSPECTIONS A fee for street use permits is in effect. In addition, a separate fee for re-inspect ions for parkway construct ion , such as driveways, s idewalks, etc., will be required. The fees are as. follows : 1. The street permit fee is $30.00 per permit with paym_~nt. due at the time of permit application.·· .. · 2. A re-inspection fee of $25 .00 will be assessed when work for which an inspection called for is incomplete . Payment is due prior to the City performing re-inspection . Payment by the contractor for all street use perm its and re-inspections shall be considered . subsidiary to the c.ontract cost ~nd no add ition.al compensation shall be made. ' · · q~i4f:U/~GREEN irXG~M.g.N:t)i Qb.l¢Y . · fS:'rna:r,ct?te<l:.by?~~.rt ·W~:fft11 ,¢Jti;t9ifoqU \R~.~p1 ~f ion ~§~tf ,,~ir/c~nf~ot uti.1iz,ed .. t pr:;t hi f pf pjectl6a11 . ff lli~lt!¥[&0lft W111~~lf (jt11,,~if i 'Ef ~k:ff f&~l ~~)1{[~flra(~tt~f ~?!'9~~!\h~ 'Aiitt'tt the./,Gt E!~·n ':'.LG.~ m~nr :J'oJ[f y ?:s hijll J:i~ ii,cdnsiq e red 'F ~u b.sici i_?,ry\. to ,. th~ r:~ppl i cab I~::· Pf 9 J~c,t,;fp}1y ·· :·i' .. '.•t.;:,:.:(._:;_:·-_'·•·: ·· · ····,;::; __ ;f·.:-·,~.-:.·;'_,._;_',":'.'.1:":•,, .. r,• : .'· .. _,,, i.· .,.•.•.'·<·: .'1 : .. , ,., -:7.';_:·I'-' ···:···' ·-! ··f: -,::-'.;-:,·= ' ··' · ,-.. , .. ,·'· ./.:. :-_·.·.··· · · ' , :.,-.,· ,·.,:· ., ·,·. :, ""'·.'·',·" ··1:.",;··1~; .. ,:':'' ,•.';· ·.,. ·:"··· ··;:;.:;·.,·:·,.· .. ., . ., ....... , . ._.. '. it¢rr,i §'.~0tTh1~}p,olicy/$h'?1l/;al~9J;applyJ to§all ,,,;cer:nent ,,pro<;:J.uctsf in¢l t,idir,g '-:'c~oncr,~te i ,;'q!JC~t;cor:,c;t ~te r:irqg ~'c.t§i ~'h~J(g§:rt'.(~gf 9.ft'.~fi~!,(/c9rj.1 pl,~!f:''~9,·~;{f9.§rn iJ :.!6{;_:qr~~~·/. c~)]iQ t' P9.ii ?Y •. -~~in,p ffa,r ce·;~t e~~rri~p t (1 n9Jq9~9 ,IQ. U,e.};,9111rnEk9.9S.Hrn ~Dt§)s\at ;VJ.~),m e.?Rf J:>,IQ;}?P~Qlr:1,9 .'Qfo~!ie ;i Pf.9J.~.c/ .. t.\FA Jl_yr~Ao, .P0.1)"1 ply'. Wifff tf\e''':'.G't¢'eh~::~§rri~btffp0Ji cy:;_~ha.lJ1 1;>'~"g r9.un ds-'fort rej~ct.iri g'.:J6:e -·bicfifn.qnf"r esp:on$iYe.: · · .. ·:·:;"·· . ·.;.-·c.:,·;: ... ,, '.,.: i'.'· ·'-:.''. ~····:···.,!··· '/·.: ·., ·-,····.•/,':~·~'!" ,,... . :·· ····.:·· ',. '".·/'."'r··~:· ,. • ..,. ..... ::·· ·'. ,.. ·,_-, .. ·<-· '-:.)• ·. -.-' ··/_ ... _.,,_.. :···;, ',!·:· : • {,··. ...,· .. ,., . ·;.:· , . ., .. , .'.'.•. ·,·: ... , ..•• _.,. :·--:_,i-.-. .,; ·:·'.·:'"'··· ~-,_-,'!. :·· . f;)µ{ir:ig)th~;,t erm':i qf>tbe/cp'riti"act<if ~ciem¢.rit'(:meetihg ?th'e ':apov,$:}r eqµire,m .en.t 'is:·nqt .. availapl¢,<arid ~he,'r~,··c,~rp~h(f r§t!L~,~;;'n6'n~c9ijip1.i;~:f1f;;.s~,~cfcp;.,m µs(..6e''.:U(1 i)~~:cf 'th.~··§9ntt~gtcfo /sb alfi f qf~'iifa'~9 9,9 fa.itti ;;.eff oct\document~ti9 n t: in \forrrr · of<lett~r,s .; frqrn ):two , Np_r;t .b; T ~xas ... c~m en t/ hJ~n,ufacturer$'.'Pf /,• · ,,•·'. c.1,a•/J_·.-.!' ·-••:.'. , _ _. <,' ., :_,, C!,_!'.•''-1:.f•, ,•,,,•/,:·::,•A·.>;::• ':,".,','. ,',•;_-'••, °'",/.'",.'_.'-'(•_-•,: ,,/,/;.••:,i·;::;• / .,:,' '~. ". .-., .. ,·'/',: , ..... •_.-:';,•_;_;:_ • ,."·.·,·u_i·'·. :!."-' • :.'0/.-'_/(•i/ •' ·,1:,,.-:; .. :_:,:,'.·.:-:/'.':•:,::,;,,:'.····,,.::~!):••.,•.'';••',::,.••',•.~ '.G r,e,e,n '., C$ri\ent' stati ng· tl:,at no .sto¢1(of,'green' :~emerif is', ayailable for:.ttfo;c6ntracto h at thaf tim.e '. 09101/04 SC-54 · PART D -SPECIAL CONDITIONS 09/01/04 SC-55 • I (To be printed on Contractor's Letterhead) I)ate=~~~~ DOE No: 3176 PROJECT NAME:Main C1C4B Sanitary Sewer Drainage Area Part 15 MAPSCO LOCATION: 76L LIMITS OF CONST.: West of 9th Avenue along FWWR between Rosedale and Oleander Estimated Duration of Construction on your Street : <XX> days THIS IS TO INFORM YOU THAT UNDER .A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL REHABILITATE SEWER LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY ,SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HA VE QUESJ'IONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT <TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL 871-7970 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL. PART D -SPECIAL CONDITIONS Classifications As halt Distributor O erator Concrete Pavin Concrete Pavin Concrete Pavin Crane, Clamshell, Backhoe, Derrick, Dra line, Shovel Electrician Fla er Form Builder-Structures Form Setter-Pavin & Curbs Foundation Drill Operator, Crawler Mounted Foundation Drill O erator, Truck Mounted Front End Loader Laborer-Common Laborer-Utili Motor Grader O erator Fine Grade Motor Grader O erator, Rou h Oiler 09/01104 Hourly Rates $10.06 $11.01 $8.80 $13.99 $12.78 $14.15 $9.88 $13.22 $12.80 $12.85 $13 .27 $12.00 $13.63 $12 .50 $13 .56 $14.50 $10.61 $14.12 $18 .12 $8.43 $11 .63 $11.83 $13 .67 $16 .30 $12.62 $9 .18 $10.65 $16 .97 $11.83 $11 .58 $15.20 $14 .50 SC-57 Classifications Painter, Structures Pavement Markin Machine O er. Pi e La er Roller, Steel Wheel Plant-Mix Pavements Roller, Steel Wheel Other Flatwheel or Tam in Roller, Pneumatic, Self-Propelled Sera er Servicer Truck Driver-Tandem Axle Semi-Trailer Truck Driver-Lowbo /Float Truck Driver-Transit Mix Wagon Drill, Boring Machine, Post Hole Driller Welder Work Zone Barricade Servicer Hrly Rts $13 .17 $10 .04 $11 .04 $11.28 $10 .92 $11.07 $14 .86 $16 .29 $11.42 $12.32 $12.33 $10 .92 $12 .60 $12 .91 $12 .03 $10 .91 $11 .47 $11.75 $14 .93 $12 .08 $14.00 $13 .57 $10 .09 Date: ____ _ DOENO.UXX Project llame: NOTICE OF TEMPORARY WATER SERVICE . INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN ·vouR NEIGHBORHOOD, YQUR WATER SERVICE WILL BE INTERRUPTED ON _______ _ BETWEEN THE HOURS OF AND _____ __ IFYOU HAVE QUESTIONS ABOUT THIS SHUT-OUT, PLEASE CALL: MR. AT _________ _ (CONTRACTORS S.UPERINTENDENT) (TELEPHONE NUMBER) OR MR. ___________ AT _________ _ (CITY INSPECTOR) . (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, ~---------__,CONTRACTOR PART D -SPECIAL CONDITIONS F TEXAS CEPARTMENT OF HEALTH NOTE: CIRCLE ITEMS THAT ARE AMENDED T D DEMOLITION/ RENOVATION NOTIFICATION FORM NOTIFICATJON#~--,-,----,------. 1) Abatement Contractor: _______ ~ _________ TOH License Number.._ _____ . Address .: City: State:_. --'Zip:_.,..,,_..,...- ' •. Office Phone Number: · Jo~ ~!t~ F.mc>ne Num.b!tt: . · '' SiteSU~~r: /< ' ..__,....__,......_...., ____ TOH License Number. ------------ Site SUpervisor~ ·· TOH license Number.._ ........ ~-----------Tra,iried On-Site NESHAP lndi\lidual : Certifi~tion Cale:. ______ _ Cemontion Contractor: _________ ......, __ Offlce Phone Numbe.J...""-----=----- Address: City: Slate: ___ .Zip: ___ _ 2) Project Coll$tlllant or Operator:. ______________ TOH Lioense Number. _______ _ -6'. MailingAddress:. _____ ~---=----------------------t:I Clty:._· _______ Slate:. _____ Zip:, ____ Office Phone Number:..___.--____ _ l . 3) FacllityOwner:._~---------------~-------------. l'.f '.. Allention: ___________________________________ _ p Mailing Apd r~:·------------.,,,,-------,,,.---,,,,--......,-,---,---,-,--------A .,·· City; . . . .. . . State: Zip · Owner Phone Number._( ->--· __ _ ',; . "Noto: Tho lnYoi~ for1he notllil:atlon fae wlll ba sont to the own..-~, the bullclln,a and the billlng ~ddrns for the Invoice will be \;.: . ,,G~lnod from the lnfOfmaUOn th.it ls pro'llidod In thls section. . .. . !:l >' : :: ',. ; ' '' ' . ~ /4} Oescrtptlon ar Facility Name:. ____________________________ _ · -~ .· ' fllty:si~I Addl'e$$: ___________ Counly: City. _____ ___,Z ip: ___ _ § ·• Facility Ph.one Number F•ci!i ty Cont.ect Person: ____________ _ ij .· Descripti on of Are~om Number.. ______ ...,,. ___________________ _ /1.., Prior Use: ___ . ----------· · FuluteUse: P. · Age of ~ildl~Faclli1y: ____ sr.zs: ___ N.umb«lr of Fl._o_o_rs-:.:::::::.:_-Sch--00-l-(K-.-1-~~):_0_· _YE __ S ___ o_·_N_O 5) T~ of Work: O Damolitlon /': W,cirk ~u be during: o Oay o :Renovation (AbDtcmcnt) o Annual Con~olidated o Evening o Night iJ Phased Project Q : ~crlpti9n of work schedUle:. _______________ ....,,. ___________ _ I,;! ',,,, .. , ·.> ' .. ' :r,i ? 6) Is this a Public Building? o YES D NO Federal F~clllty? D YES Cl NO Industrial Site? D YES O NO ~ : NE~-Only F.acillty? D YES D NO Is Builcling/Facility OCcupied?' Cl YES CJ NO ~i 7). Notificati on Type CHECK ONL V ONE · ci Original (10 Wc,rklng Oays} O Canc•llation o Amendment o Emergency/Ordered If this is an amendmanl, whi~ americtment number Is th$?_ (Enclose copy of original and/or last amendment) If an ernerg~ncy; who did you talk witn at TOH? ,, · · emergency#: _____ _ Catfand Hour (Jf Emet~n,ey {HH~MIODIYY): ' : · .. C8SC1iplion of lhe sudden; u11expected ~nt and explanar.on or how the avant caused un:safa conditions or WolJld ca\lse •. ~ ' ··equ ipment damage (compute,s; mactunery; etc. __ ·---:-------------------.,.. / .. 1: \;'._;. Q . '8) Oescrip~on of procedures to· be followed In 1he event 1hat unexpected asbestos is found or previous.ly non•friable )JC,'., :'l < . asbestos material becomes aumblad, pufyerized, <1r reduced lo powder; ____ . _. ----------;;ff/:;?· ' . . ({ rt : 9 ); Was .in Asbestos survey performed'? !J YES lJ NO Data: I I TOH Inspector Uoense No:. ____ _ \;\\ g ., :: ·, Af'!a!ylical Melhod: D PLM D TEM D Assumed TDH Laboratory License No:~-.....,..,--- }!:". a, c {for'TAHf>A (pubnc building) pr~ject11: .in i!Ssumptlon mus t be made by a TOH Licensed 1nspec:L<1r) '</(: }~ .\/: :·,</ .. :, -. • . • ' . ·. .. . ,' . I // :fj /}9) . .1:!escription of planned C!ematilion ar r,enov.ation work, typ~ of meterial, and method(s) to be used.,..: ------{} ~i /. ._ ... ____________________________________ _ 11} Description of work pracUces and engineering controls to be used 10 prevent emissions of asbestos at the demolitlcn/renovation .. ._· -----~---------------------- 09101/04 SC-59 PART D -SPECIAL CONDITIONS 12) All appllcabk: It.ems in tile rollowing table must be completed: IF NO ASBESTOS PRESENT CHECK HERE :J Approximpte amount of Check un.lt of measurement Asbestos-Containing Building Material Asbestos . Typ~ ----------i--._-,,,_.....,._.,..__....,...--1 Pipes Surface Area RACM lo be removed RACM NOT removed Interior Cate I non-rriahle removed l:xt81ior Cate o I non-friabl,e removed Cate o I non-friable NOT removed Interior Cat ti non·-friab!e removed · Exterior CateQ II non-friable removed Cate II norl.frlatile NOT removed RACM Off-Fc'Jcilily Component 13) Waste Transporter Name: _______________ lDH Lioense Number.----- Addtcss: ___________ City: _________ State: _ Zip: __ ~~ Ccnt.iot Person: Phone Number: ...__._ _______ _ 14) wasts Disposal Site Name: ___________________________ _ Address._· --,---,------------·City: _________ State: ___ Zip:---- \:: . : · T~epllone: TNRCC Permit Number:------~ J, . ·,,.;.: ... ·•: : · '15) For snucrurally unsouru:I racllltles. att:aeh a copy of dsmotil'<ln order and identify Governmental Official below: · C · Natr)a: .. Registration No:-------------' ·Title:··· · Date of order {MMIODJYY) ·. I I Date order tp begin {MM/OD/YY) / 16) ~chedvled Oates -0f Asbestos Abatement (MMIDD/YY} Start:---'----'--Complete: ---'-~'- 17) Scheduled Dates Demolition/Reno,.,e1i<ln {MMlOD/YY) Start / J Com.pleta:_..,,I_..,,, ___ _ -Ne>t~: If the st.lrt date en this notification c:in riot bO m~t. th; TOH R~io,nal or L.ocal Program office Must be ,co:ntactod by phone P,rior to thEI, start date; Falluf9 lo do ~\:> is a vtolatlon In accordance. io T AHPA. Section 295 .6.1, · t here'by oor:lify 1hat. ell information . I ha\le pro.,,lded is correct, complete, af'ld 1rue to 1he best of my knowledge . I ackno-n·ledge that 1.arn· responsible for . an aspects of the notffice1ion io.rrn, including, but not limiting. coo tent and submiss ion dates: The maximum penally is s-19,000 per day per violation . , :', .,, ._ .... ::.-·· ,. .•.. (Signature, of Building Qwn,ar/ Operator. ; , · or ~legated ConsuJtant!Contractor). (Printed Name) (Date} (Telephone) {F.lX Number) .·•.MA!LTO: ; . ·~· '.· , .. ~axes aro not a~c~pterr ,·•·:' . '.: ..... ·:·<·'.'.·····. ASS:f:STOS NOTIFICATION SECTJON TOXICSUBSTANCE;SCONTROL DIVISION , TEXAS DEPARTMENT OF HEAL1'.H . . PO 60X 143538 . AUSTIN, TX 78714-3538 PH: 512-834-'6600 , 1-800-572-5548 •Faxes arc not .1et:.cpted" Form APB#5; dated 07129/02. Replaces TDH (<>rm dated 07113/01. For a.ssistance in completing form, c;:all 1-800-572-5548 09101/04 SC,.60 PART DA -ADDITIONAL SPECIAL CONDITIONS DA-1 A WARD OF CONTRACT FOR PROJECTS WITH MULTIPLE UNITS ..................... 4 DA-2 PIPELINE REHABILITATION CURED-IN-PLACE PIPE. ............................................ 4 DA-3 PIPE ENLARGEMENT SYSTEM ....................................................................................... 4 DA-4 FOLD AND FORM PIPE ...................................................................................................... 4 DA-5 SLIPLINING ........................................................................................................................... 4 DA-6 PIPE INSTALLED BY OTHER THAN OPEN CUT ......................................................... 4 DA-7 TYPE OF CASING PIPE ...................................................................................................... 7 DA-8 SERVICE LINE POINT REP AIR/ CLEAN OUT REPAIR .............................................. 7 DA-9 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION ............... 7 DA-10 MANHOLE REHABILITATION ........................................................................................ 7 DA-11 SURFACE PREPARATION FOR MANHOLE REHABILITATION ............................. 8 DA-12 INTERIOR MANHOLE COATING -MICROSILICATE MORTAR SYSTEM ........... 8 DA-13 INTERIOR MANHOLE COATING -QUADEX SYSTEM .............................................. 8 DA-14 INTERIOR MANHOLE COATING-SPRAY WALL SYSTEM ..................................... 8 DA-15 INTERIOR MANHOLE COATING -RA VEN LINING SYSTEM ................................. 8 DA-16 INTERIOR MANHOLE COATING: PERMACAST SYSTEM WITH EPOXY LINER ....... 10 DA-17 INTERIOR MANHOLE COATING-STRONG-SEAL-SYSTEM .................................. 10 DA-18 RIGID FIBERGLASS MANHOLE LINERS .................................................................... 10 DA-19 PVC LINED CONCRETE WALL RECONSTRUCTION .............................................. 10 DA-20 PRESSURE GROUTING .................................................................................................... 10 DA-21 VACUUM TESTING OF REHABILITATED MANHOLES .......................................... 13 DA-22 FIBERGLASS MANHOLES ............................................................................................... 13 DA-23 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES ................ 17 DA-24 REPLACEMENT OF CONCRETE CURB AND GUTTER ........................................... 17 DA-25 REPLACEMENT OF 6" CONCRETE DRIVEWAYS .................................................... 18 DA-26 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE ............................................ 18 DA-27 GRADED CRUSHED STONES .......................................................................................... 18 DA-28 WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE. .......................................................... 19 DA-29 BUTT JOINTS -MILLED .................................................................................................. 19 DA-30 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX) ..................................................... 19 DA-31 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER .......................................... 19 DA-32 NEW 7" CONCRETE VALLEY GUTTER ...................................................................... 20 DA-33 NEW 4" STANDARD WHEELCHAIR RAMP ................................................................ 20 DA-34 8" PAVEMENT PULVERIZATION ................................................................................. 20 DA-35 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT) ..................... 20 DA-36 RAISED PAVEMENT MARKERS .................................................................................... 21 DA-37 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING ........ 21 DA-38 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL .. 24 DA-39 ROCK RIPRAP-GROUT-FILTER FABRIC ................................................................ 25 DA-40 CONCRETE RIPRAP .......................................................................................................... 28 DA-41 CONCRETE CYLINDER PIPE AND FITTINGS ....................................................... : ... 29 DA-42 CONCRETE PIPE FITTINGS AND SPECIALS ............................................................. 29 DA-43 UNCLASSIFIED STREET EXCAVATION ..................................................................... 29 DA-44 6" PERFORATED PIPE SUBDRAIN ................................................................................ 29 DA-45 REPLACEMENT OF 4" CONCRETE SIDEWALKS ..................................................... 29 DA-46 RECOMMENDED SEQUENCE OF CONSTRUCTION ................................................ 29 ASC-1 PART DA -ADDITIONAL SPECIAL CONDITIONS DA-47 PAVEMENT REPAIR IN PARKING AREA ................................................................... 29 DA-48 EASEMENTS AND PERMITS ............................................................................................ 30 DA-49 HIGHWAY REQUIREMENTS .......................................................................................... 30 DA-50 CONCRETE ENCASEMENT ............................................................................................ 30 DA-51 CONNECTION TO EXISTING STRUCTURES .............................................................. 30 DA-52 TURBO METER WITH VAULT AND BYPASS INSTALLATION ............................. 30 DA-53 OPEN FIRE LINE INSTALLATIONS ....................................... ; ...................................... 30 DA-54 WATERSAMPLESTATION ............................................................................................. 30 DA-55 CURB ON CONCRETE PAVEMENT .............................................................................. 31 DA-56 SHOP DRAWINGS .............................................................................................................. 31 DA-57 COST BREAKDOWN ................. , ....................................................................................... 32 DA-58 STANDARD STREET SPECIFICATIONS H.M.A.C. OVERLAY ................................ 32 DA-59 H.M.A.C. MORE THAN 9 INCHES DEEP ....................................................................... 32 DA-60 ASPHALT DRIVEWAY REPAIR ..................................................................................... 32 DA-61 TOP SOIL .............................................................................................................................. 32 DA-62 WATER METER AND METER BOX RELOCATION AND ADJUSTMENT ............ 32 DA-63 BID QUANTITIES ............................................................................................................... 32 DA-64 WORK IN HIGHWAY RIGHT OF WAY ........................................................................ 32 DA-65 CRUSHED LIMESTONE (FLEX-BASE) ......................................................................... 33 DA-66 OPTION TO RENEW .......................................................................................................... 33 DA-67 NON-EXCLUSIVE CONTRACT ....................................................................................... 33 DA-68 CONCRETE VALLEY GUTTER ...................................................................................... 33 DA-69 TRAFFIC BUTTONS .......................................................................................................... 33 DA-70 PAVEMENT STRIPING ..................................................................................................... 33 DA-71 H.M.A.C. TESTING PROCEDURES ................................................................................ 33 DA-72 SPECIFICATION REFERENCES ............................................................... 21 DA-73 RELOCATION OF SPRINKLER SYSTEM BACK-FLOW . PREVENTOR/CONTROL VALVE AND BOX ............................................... 21 DA-74 RESILIENT-SEATED GATE VALVES ......................................................... 22 DA-75 EMERGENCY SITUATION, JOB MOVE IN .................................................. 22 DA-76 11/2" & 2" COPPER SERVICES .................................................................. 22 DA-77 SCOPE OF WORK (UTIL. CUT) ...................................................................................... 35 DA-78 CONTRACTOR'S RESPONSIBIL TY (UTIL. CUT) ....................................................... 35 DA-79 CONTRACT TIME (UTIL. CUT) ...................................................................................... 35 DA-80 REQUIRED CREW PERSONNEL & EQUIPMENT (UTIL. CUT) .............................. 35 DA-81 TIME ALLOWED FOR UTILITY CUTS (UTIL. CUT) ................................................. 35 DA-82 LIQUIDATED DAMAGES (UTIL. CUT) ......................................................................... 35 DA-83 PAVING REPAIR EDGES (UTIL. CUT) .......................................................................... 35 DA-84 TRENCH BACKFILL (UTIL. CUT) ................................................................................. 35 DA-85 CLEAN-UP (UTIL. CUT) .................................................................................................... 35 DA-86 PROPERTY ACCESS (UTIL. CUT) .................................................................................. 35 DA-87 SUBMISSION OF BIDS (UTIL. CUT) .............................................................................. 35 DA-88 STANDARD BASE REPAIR FOR UNIT I (UTIL. CUT) ............................................... 35 DA-89 CONCRETE BASE REPAIR FOR UNIT II & UNIT III (UTIL. CUT) ........................ 35 DA-90 2 TO 9 H.M.A.C. PAVEMENT (UTIL. CUT) ................................................................... 35 DA-91 ADJUST WATER VALVE BOXES, MANHOLES, AND VAULTS (UTIL. CUT) ...... 36 ASC-2 / PART DA -ADDITIONAL SPECIAL CONDITIONS DA-92 MAINTENANCE BOND (UTIL. CUT) ............................................................................. 36 DA-93 BRICK PAVEMENT (UTIL. CUT) ................................................................................... 36 DA-94 LIME STABILIZED SUBGRADE (UTIL. CUT) ............................................................. 36 DA-95 CEMENT STABILIZED SUBGRADE (UTIL. CUT) ...................................................... 36 DA-96 REPAIR OF STORM DRAIN\ STRUCTURES (UTIL. CUT) ........................................ 37 DA-97 "QUICK-SET" CONCRETE (UTIL. CUT) ...................................................................... 37 DA-98 UTILITY ADJUSTMENT (UTIL. CUT) ........................................................................... 37 DA-99 STANDARD CONCRETE SIDEWALK AND WHEELCHAIR RAMPS .................... 37 DA-100 LIMITS OF CONCRETE PAVEMENT REPAIR (UTIL. CUT) ................................... 37 DA-101 CONCRETE CURB AND GUTTER (UTIL. CUT) .......................................................... 37 DA-102 PAYMENT (MISC. REPL.) ................................................................................................ 37 -DA-103 DEHOLES (MISC. REPL.) ................................................................................................. 38 DA-104 CONSTRUCTION LIMITATIONS (MISC. EXT.) .......................................................... 38 DA-105 PRESSURE CLEANING AND TESTING (MISC. REPL.) ............................................. 38 DA-106 BID QUANTITIES (MISC. REPL.) ................................................................................... 38 DA-107 LIFE OF CONTRACT (MISC. REPL.) ............................................................................ 38 DA-108 DETERMINATION AND INITIATION OF WORK (MISC. REPL.) ........................... 39 DA-109 WORK ORDER COMPLETION TIME (MISC. REPL.) ............................................... 39 DA-110 MOVE IN CHARGES (MISC. REPL.) .............................................................................. 39 DA-111 PROJECT SIGNS (MISC. REPL.) ..................................................................................... 39 DA-112 LIQUIDATED DAMAGES (MISC. REPL.) ..................................................................... 39 DA-113 TRENCH SAFETY SYSTEM DESIGN (MISC. REPL.) ................................................. 40 DA-114 FIELD OFFICE .................................................................................................................... 40 DA-115 BRICK PAVEMENT REPAIR (MISC. REPL.) ............................................................... 40 DA-116 FLOWABLE FILL (MISC. REPL.) ................................................................................... 40 O~tt li}%J.1MF\F(<('(:;QN't.1{0,ij;ft1.~Nt f ;}XUX(;l/:J,:)'I:;J(.i;(:';·:'.·:·.·\lf.):./'::f.'.KUi;.::/d?j{:1:0:{:t~}t:f.'J;}:,L2!"4t DA-118 COORDINATION OF WORK WITH CONTRACTOR FOR OTHER UNITS ........... 41 DA-119 CONT.RACT AWARD ................................................................................. 41 · ASC-3 -.v � PART DA -ADDITIONAL SPECIAL CONDITIONS DA-1 AWARD OF CONTRACT FOR PROJECTS WITH MULTIPLE UNITS The City reserves the right to abandon without obl igation to the contractor, any part of the project, or the entire project, at any time before the contractor begins any construction work authorized by the City. Award , if made, shall be to the lowest responsible bidder. The following shall apply for contract documents w ith multiple units of work. Each unit represents a separate project, each with an individual M/WBE specification and proposal section . The proposal sections are arranged to allow prospective bidders to submit bids on one unit, some of the un its , or all of the units. Award of contract(s), if made, shall be to the lowest responsible bidder for each individua l unit. If a contractor is the low bidder on two units or more, a single set of contract documents consisting of all applicable un its will be created and one single award of contract shall be made . The Contractor shall comply w ith the C ity 's M/WBE Ordinance on each unit. Bidders shall submit individual and separate monthly M/WBE reports for each Unit included in the Contract. Construction time on all units will run concurrently. For situations involving approved contracts with multiple units , the total allowable construction completion time period for all the units sha ll be the same as the unit with the longest construction time period . DA-2 PIPELINE REHABILITATION CURED-IN-PLACE PIPE Not Used . · DA-3 PIPE ENLARGEMENT SYSTEM Not Used . DA-4 FOLD AND FORM PIPE Not Used. DA-5 SLIPLINING Not Used. DA-6 PIPE INSTALLED BY OTHER THAN OPEN CUT A GENERAL: 1. Furn ish materials and necessary accessories , with strengths, th ickness , coatings , and fittings indicated, specified and/or necessary to complete the work. 2. All excavation shall provide an open area conforming to the outside diameter of the cas ing and/or carrier condu it. The excavation shall be to an alignment and grade which will allow the carrier conduit to be installed to proper line and grade as shown on the Plans and as established in the Specifications. 3 . Work shall be performed in accordance with the requirements of the City of Fort Worth Water Department, the Texas Department of Transportation , or railroad company , as applicable. B. MATERIALS: 1. Casing Pipe : Casing pipe shall be steel conform ing to ANSI 836.10 and the following : a. Field Strength : 35 ,000 psi minimum . ASC-4 PART DA -ADDITIONAL SPECIAL CONDITIONS b. Wall thickness : 0.312 in . minimum (0.5 for railroad crossings). c. Diameter: As shown on the drawings (minimum size requirements). d. Joints: Continuous circumferential weld in accordance with AWS D1 .1 . 2. Carrier Pipe in Casing : Carrier pipe shall be as shown on drawings and as specified in the General Contract Documents. 3. Sewer Pipe without Casing Pipe: Shall be minimum Class 51 ductile iron pipe, or as designated on the plans . 4. Grout: Grout shall be Portland Cement grout of min. 2000 psi compressive strength at 28 days. Proportioned not less than 1 cu. ft. of cement to 3 cu. ft. of fine sand with sufficient water added to provide a free flowing thick slurry. C. EXECUTION 1. Where sewer pipe is required to be installed under railroad embankments or under highways, streets or other facilities in other than open cut, construction shall be performed in such a manner so as to not interfere with the operation of the railroad, street, highway , or other facility, and so as not to weaken or damage any embankment or structure . During construction operations, barricades and lights to safeguard traffic and pedestrians shall be furnished and maintained, until such time as the backfill has been completed and then shall be removed from the site. 2. Pits and Trenches: a. If the grade of the pipe at the end is below the ground surface, suitable pits or trenches shall be excavated for the purpose of conducting the jacking or tunneling operations and for placing end joints of the pipe. Wherever end trenches are cut in the sides of the embankment or beyond it, such work shall be sheeted securely and braced in a manner to prevent earth from caving in . b. The location of the pit shall meet the approval of the Engineer. c. The pits of trenches excavated to facilitate these operations shall be backfilled immediately after the casing and carrier pipe installation has been completed. 3. Boring and Jacking Steel Casing Pipe : Steel casing pipe shall be installed by boring hole with the earth auger and simultaneously jacking pipe into place . a. The boring shall proceed from a pit provided for the boring equipment and workmen . The holes are to be bored mechanically. The boring shall be done using a pilot hole . By this method an approximate 2-inch hole shall be bored the entire length of the crossing and shall be checked for line and grade on the opposite end of the bore from the work pit. This pilot hole shall serve as the centerline of the larger diameter hole to be bored . Other methods of maintaining line and grade on the casing may be approved if acceptable to the Engineer. Excavated material shall be placed near the top of the working pit and disposed of as required . The use of water or other fluids in connection with the boring operation will be permitted only to the extent required to lubricate cuttings. Jetting or sluicing will not be permitted . b. In unconsolidated soil formations, a gel-forming colloidal drilling fluid consisting of at least 10 percent of high grade carefully processed bentonite may be used to consolidate ASC-5 I. PART DA -ADDITIONAL SPECIAL CONDITIONS cuttings of the bit, seal the walls of the hole, and furnish lubrication for subsequent removal of cuttings and installation of the pipe immediately thereafter. c . Allowable variation from the line and grade shall be as specified under paragraph A.2 . All voids between bore and outside of casing shall be pressure grouted . 4. Installation of Carrier Pipe in Casing: a. Sanitary sewer pipe located within the encasement pipe shall be supported by "skids" or "bands" to prevent the pipe and bells from snagging on the inside of the casing, and to keep the installed line from resting on the bells. b. All skids shall be treated with a wood preservative. Skids should extend for the full length of the pipe with the exception of the bell area and spigot area necessary for assembly unless otherwise specified . c . The Contractor shall prevent over-belling the pipe while installing it through the casing. A method of restricting the movement between the assembled bell and spigot where applicable shall be provided . d. At all bored, jacked, or tunneled installations, the annular space between the carrier pipe and casing shall be filled with grout. Care must be taken that not too much water is forced into the casing so as not to float the pipe. The backfill material will not be required unless specified on the plans and specified by the Engineer. e. Closure of the casing after the pipe has been installed shall be plugged at the ends of the casing as shown on the drawings or as required by the Engineer. 5. Boring and Jacking Ductile Iron Pipe without Casing Pipe: a . As indicated on drawings and as required and directed by the Engineer sewer shall be constructed of bore and jacked ductile iron pipe . b. When a casing pipe is not designated on the drawings , the contractor shall provide a casing pipe if necessary to achieve line and grade . Casing pipe shall be provided at no additional cost and shall be subsidiary to the cost bid for installation By Other than Open Cut. c. Bore and jack in accordance with paragraph C.3. above. d. Short length of sewer consisting of a single pipe section may be installed by jacking without a bore hole if permitted by the Engineer and in soft soil layer. All voids outside of installed pipe shall be pressure grouted. 6. Tunneling : Where the characteristics of the soil, the size of the proposed pipe , or the use of monolithic sewer would make the use of tunneling more satisfactory than jacking or boring, or when shown on the plans, a tunne ling method may be used, with the approval of the Engineer or railroad/highway officials. a. When tunneling is permitted, the lining of the tunnel shall be of sufficient strength of support the overburden. The Contractor shall submit the proposed liner method to the Engineer for approval. The tunnel liner design shall bear the seal of a licensed professional engineer in the State of Texas. Approval by the Engineer shall not relieve the Contractor of the responsibility for the adequacy of the liner method. ASC-6 PART DA -ADDITIONAL SPECIAL CONDITIONS b. The space between the tunnel liner and the limits of excavation shall be pressure grouted or mud-jacked. c. Access holes for placing concrete shall be space at maximum intervals of 10 feet. D. MEASUREMENT AND PAYMENT: Installation of pipe by other than open cut will be measured by the linear foot of pipe, complete in place. Such measurement will be made between the ends of the pipe along the central axis as installed . The work performed and materials furnished as prescribed by this item will be paid for at the Contract Unit Price bid per linear foot for Pipe Installed by Other Than Open Cut of the type, size, and class of pipe specified as shown on plans . The furnishing of all materials, pipe, liner materials required for installation, for all preparation, hauling and installing of same, and for all labor, tools, equipment and incidentals necessary to complete the work, including excavation, backfilling and disposal of surplus material shall be included in the Contract Unit Price as shown in the Bid Proposal. Payment shall not include pavement replacement, which if required, shall be paid separately. DA-7 TYPE OF CASING PIPE 1. WATER: The casing pipe for open cut and bored or tunneled section shall be AWWA C-200 Fabricated Electrically Welded Steel Water Pipe, and shall conform to the provisions of E1-15, E1-5 and E1-9 in Material Specifications of General Contract Documents and Specifications for Water Department Projects. The steel casing pipe shall be supplied as follows: A. For the inside and outside of casing pipe, coal-tar protective coating in accordance with the requirements of Sec. 2.2 and related sections in AWWA C-203 . B. Touch-up after field welds shall provide coating equal to those specified above . C. Minimum thickness for casing pipe used shall be 0.375 inch Casing Spacers (centering style) such as manufactured by Cascade Waterworks Manufacturing Company, Advanced Products and Systems , Inc., or an approved equal shall be used on all non-concrete pipes when installed in casing. Installation shall be as recommended by the manufacturer. 2. SEWER: Boring used on this project shall be in accordance with the material standard E1-15 and Construction standard E2-15 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 bid per foot. DA-8 SERVICE LINE POINT REPAIR/ CLEANOUT REPAIR Not Used . DA-9 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION Not Used . DA-10 MANHOLE REHABILITATION ASC-7 PART DA -ADDITIONAL SPECIAL CONDITIONS Not Used . DA-11 SURFACE PREPARATION FOR MANHOLE REHABILITATION Not Used . DA-12 INTERIOR MANHOLE COATING -MICROSILICATE MORTAR SYSTEM Not Used. DA-13 INTERIOR MANHOLE COATING -QUADEX SYSTEM Not Used . DA-14 INTERIOR MANHOLE COATING -SPRAY WALL SYSTEM Not Used . DA-15 INTERIOR MANHOLE COATING -RAVEN LINING SYSTEM A. GENERAL 1. Scope This section governs all work , materials and testing required for the application of interior manhole coating. Manholes designated for interior coating are listed of the Manhole Rehabilitation Schedule, listed in Section I. Interior manhole coating shall meet the requirements of this Section, or of Section DA-12 , DA-13, DA-14 , DA-16 or DA-17. 2. Description The Contractor shall be responsible for the furnishing of all labo r, superv1s1on, materials, equipment, and testing required for the completion of interior coating of manholes in accordance with the Contract Documents. 3. Manufacturer's Recommendations Materials, mixture ratios, and procedures utiHzed for the coating process shall be in accordance with manufacturer's recommendations . 4. Manholes Manholes to be coated are of br ick, block, or concrete construction . All manholes shall have a minimum of one-half (1/2) specialty cement-based coating material (Quadex QM-1s or Reliner MSP) sprayed or tr_owelled on coating over the original interior surface. B. MATERIALS 1. Scope This section governs the materials required for completion of interior coating of manholes . 2. Interior Coating ASC-8 PART DA -ADDITIONAL SPECIAL CONDITIONS Raven Ultra High-Build epoxy Coating , a two-part epoxy resin system using 100% solids based epoxy binder with fibrous and flake fillers, is manufactured by Raven Lining systems and designated as Raven 405 . 3. Specialty Cement The specialty cement-based coating material shall be either Quadex QM-1s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials. 4. Material Identification Contractors will completely identify the types of grout, mortar, sealant, and/or root control chemicals proposed and provide case histories of successful use or defend the choice of grouting materials based on chemical and physical properties, ease of application, and expected performance. These grouting materials shall be compatible with Raven 405 interior coating. The contractor shall be responsible for getting approval from Raven Lining systems and/or the grout manufacturers for the use of these grouting materials . 5. Mixing and Handling Mixing and handling of interior coating, which may be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective . measures to ensure that materials are under control at all times and are not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Coating shall be performed only by certified applicators approved by the manufacturers. C. EXECUTION 1. General Manhole coating shall not be performed until sealing of manhole from frame and grade adjustments, partial manhole replacement, manhole grouting or sewer replacement/repairs are complete. · 2. Temperatures Normal interior coating operation shall be performed at temperatures of 40°F or greater. No application shall be madewhen freezing is expected within 24 hours. 3. Interior Manhole Coating a. Manholes scheduled for interior coating are shown on the Manhole Rehabilitation Schedule. The interior coating shall be applied to the manhole from the bottom of the manhole frame to the bench/trough, including the bench/trough. b . The interior coating shall be installed in accordance with the manufacturer's recommendations and the following procedure. 1) The surface preparation shall comply with the requirements of Section DA-11 , SURFACE PREPARATION FOR MANHOLE RESTORATION. 2) Apply a minimum of one-half (1/2) inch specialty cement-based product (Quadex QM-1 s or Reliner MSP) smooth surface for the urethane coating material. ASC-9 PART DA -ADDITIONAL SPECIAL CONDITIONS 3) The surface prior to application may be damp but shall not have noticeable free water droplets seeping or running water. Material shall be spray applied per manufacturer's recommendations with a minimum thickness of 125 mils (0 .125 inch). 4) After the walls are coated, the wooden bench covers shall be removed and the bench sprayed to the same average and minimum thickness as required for the walls. 5) The final application shall have a minimum of three (3) hours cure time or be set hard to the touch , before being subjected to active flow. 6) No applications shall be made to frozen surfaces or if freezing is expected to occur in side the manhole within 24 hours after application. 4 . Testing of Rehabilitated Manholes a. After the epoxy liner has set (hard to touch), all visible pinholes shall be repaired. Repairs shall be made by lightly abrading the surface and brushing the lining material over the area . All blisters and evidence of uneven cover shall be repaired according to the manufacturer's recommendations. Spot check of coating thickness may be made by Owner's Representative, and the contractor shall repair these areas as required, at no . additional cost to the Owner . . b. Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after operations are complete in accordance with Section DA-21 -VACUUM TESTING OF REHABILITATED MANHOLES. D. MEASUREMENT AND PAYMENT Payment shall be based on the Contract Unit Price per vertical foot, measured from the bottom of the frame to the top of the bench. The Contract Unit Price shall be payment in full for performing the work and for furnishing all labor, supervision, materials, equipment all testing necessary to complete the work. Payment for grouting of pipe seals, bench and trough and manhole walls shall be based on the Contract Unit Price for each manhole actually grouted . DA~16 INTERIOR MANf:fOLE COATING: PERMACAST SYSTEM WITH EPOXY LINER Not Used. ·.·. DA-17 INTERIOR MANHOLE COATING-STRONG-SEAL-SYSTEM Not Used. DA-18 · RIGID FIBERGLASS MANHOLE LINER~ Not Used. • DA-19 PVC LINED CONCRETE WALL RECONSTRUCTION : ' , ,• , '. ,.· . . .. : ·'.. . ; Not Used : · · ' DA-20 · PRESSURE GROUTING ASC-10 PART DA -ADDITIONAL SPECIAL CONDITIONS A. GENERAL 1. Scope. This Section governs all work, materials and testing required for the pressure grouting of manhole defects. Manholes or sections of manholes with active leaks shall be repaired as indicated in the Manhole Rehabilitation Schedule. 2. Description . The Contractor shall be responsible for the furnishing of all labor, supervision, materials , equipment, and testing required for the completion of pressure grouting of manhole defects in accordance with the Contract Documents. 3. Manufacturer's Recommendations. Materials, additives , mixture ratios , and procedures utilized for the grouting process shall be in accordance with manufacturer's recommendations . · 4. Manholes. Manholes to be grouted are of brick, concrete, or fiberglass construction . A MATERIALS 1. Grouting Materials: a. Urethane Gel Grout: Urethane gel grout, such as Scotch-Seal 5610 gel or equal shall be a hydrophilic polymer. The chemical shall be mixed within the range of from 8 to 1 O parts of water and shall contain a reinforcing agent supp lied by the same manufacturer. The material shall ge l and cure to a tough flexible elastomeric condition . When wet, the gel shall exhibit strength properties of at least 25 psi tensile at 150 percent elongation . The material shall not change in linear dimension more than eight percent when subjected to wet and dry cycles . • b. The chemical grout shall be applied so as to have the grout material flow freely into the defects . To avoid any wastage of the material flowing through the defects, a gel control agent may be added . The following properties shall be exhib ited by the grout: 1) Documented service of satisfactory performance in similar usage. 2) Controllable reaction times and shrinkage through the use of chemicals supplied by the same manufacturer. The minimum gel set time shall be established so . that adequate grout travel is achieved . 3) . Resistance to chem icals; res istant to most organic solvents , mild acids and alkali . 4) Compressive recovery return to original shape after repeated deformation . 5) The chemical shall be essentially non-toxic in a cured form . 6) Sealing material shall not be rigid or brittle when subjected to dry atmosphere. The material shall be ab le to withstand freeze/thaw and moving load conditions . 7) Sea ling material shall be noncorrosive. c. A reinforcing agent such as Scotch-Seal Brand 5612 reinforcing agent or equivalent shall be utilized in accordance w ith manufacturer's recommendations . Any 5612 reinforc ing agent which contains lumps must be discarded.. Care must be taken to be sure that the pH of the water in the tank is from 5 to 9. As a precaution against the possibility of the pH being outside. this range, take a small amount of water from the tank to which Gel Reinforcing Agent 5612 is to be added. Add a few drops of 5612 to this test sample. Scotch-Seal Brand Gel Reinforcing Agent 5612 should disperse readily . If precip itation occurs, drain the tank and retest. Repeat as necessary until dispersion occurs . If dispersion does not occur, do not use the water source . ASC-11 - C . PART DA -ADDITIONAL SPECIAL CONDITIONS d. A filler material such as Celite 292 (diatomaceous earth) from Johns Mansville or equivalent shall be utilized. The addition of the filler material shall not exceed the quantity specified by the manufacturer,· and continuous agitation of the water side of the mixture is required . The filler material may also be utilized as a reinforcing agent in accordance with the urethane gel grout manufacturer's recommendations .................................................................................................... . 1. Additives: Grout additions may be utilized for catalyzing the gel reaction , inhibiting the gel reaction, buffering the solution , lowering the freezing temperature of the solution, acting as a filler, providing strength or for inhibition of root growth . 2. Root Control : A root inhibiting chemical such as dichlobenil shall be added to the chemical grout mixture at a safe level of concentration and shall have the ability to remain active within the grout for a minimum of 12 months. 3. Material Identification: Contractor shall completely identify the types of grout, mortar, sealant, and/or root control chemicals used and provide case histories of successful use or defend the choice of grouting materials based on chemical and physical properties, ease of application, and expected performance, to the satisfaction of the Engineer. 4. Mixing and Handling : Mixing and handling of chemical grout and forming constituents, which may be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that chemicals or gels produced by the chemicals are under control at all times and are not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Only personnel thoroughly familiar with the handling of the grout material and additives shall perform the grouting operations. · EXECUTION 1. General. Manhole grouting shall not be performed until sealing of manhole frame and grade adjustments , partial manhole replacement, or manhole repairs are complete. 2. Preliminary Repairs : a. Seal all unsealed lifting holes , unsealed step holes , voids larger than approximately one- ha lf (1/2) inch in thickness . All cracked or deteriorated material shall be removed from the area to be patched and replaced with Octocrete , as manufactured by IPS Systems, Inc. or equal, in accordance w ith manufacturer's specifications . b. Cut and trim all roots within the manhole. 3. Temperature. Normal grouting operations including application of interior coating shall be performed in accordance with manufacturer's recommendations. 4. Grouting Material Usage. Grouting of the manhole may include corbel , wall, pipe seals, manhole joints, wall to flattop j oint , and/or bench/trough . Areas of the manhole designated to be grouted will be directed by the Engineer. If entire manhole is scheduled for grouting , grouting shall include the entire manhole including corbel , wall , pipe seals and bench/trough . Pipe seal grouting shall include all pipe seals in the specified manhole and grouting of the specified manhole including the bench/trough to the maximum height of 18 inches from the crown. 5. Drilling and Injection : a. Injection holes shall be drilled through the manhole wall at locations indicated in the appropriate detail(s). ASC-12 PART DA -ADDITIONAL SPECIAL CONDITIONS b. Grout shall be injected through the holes under pressure with a suitable probe . Injection pressure shall not cause damage to the manhole structure or surrounding surface features . Grout shall be injected through the lowest holes first. The procedure shall be repeated until the manhole is externally sealed with grout. c. Grouting from the ground surface shall not be allowed . d. Grout travel shall be verified by observation of grout to defects or adjacent injection holes . Provide additional injection holes , if necessary, to ensure grout travel. e. Injection holes shall be cleaned with a drill and patched with a waterproof quick setting mortar for brick and concrete manholes. 6. Testing of Rehabil itated Manholes. Test ing of rehabi litated manholes for water tightness shall be performed by the Contractor in the presence of the Engineer in accordance with the requirement of Section DA-21 , VACUUM TESTING OF REHABILITATED MANHOLES of these specifications . D. MEASUREMENT AND PAYMENT If the entire manhole is grouted , the Contract Unit Price shall be per vertical foot grouted as ind icated on the Manhole Rehabilitation Schedule included in these specifications or as required by the Engineer. Payment for grouting pipe seals , bench and trough, and 18 inches above crown of pipe , and grouting flattop to wall joint, shall be based on the Contract Unit Price per each manhole rehabilitated as indicated on the Manhole Rehabilitat ion Schedule . The Contract Unit Price shall be payment in full for performing the work and for furnishing all labor, supervision, materials, equipment, preliminary repairs and testing necessary to comp lete the work including grouting w ith urethane grout. DA-21 VACUUM TESTING OF REHABILITATED MANHOLES Not Used . DA-22 FIBERGLASS MANHOLES A. DESCRIPTION : This item shall govern the furnishing and installation of fiberglass manholes. The location of these manholes are shown on the drawings. Each manhole shall be a one-piece unit manufactured to meet or exceed all specifications of ASTM D- 3753, latest edition , as manufactured by L.F . Manufactu ri ng , Inc., Giddings, Texas, or approved equal. All manholes shall be "heavywall ", % inch minimum wall thickness. B. GENERAL: 1. Resin : The resins used sha ll be a commercia l grade unsaturated polyester resin or other suitable polyester or vinyl ester resin. 2. Reinforcing Materials: The reinforcing materials shall be commercial Grade "E" type glass in the form of continuous roving , and chop roving, having a coupling agent that will prov ide a suitable bond between the glass reinforcement and the resin . ASC-13 - - C. PART DA -ADDITIONAL SPECIAL CONDITIONS 3. Interior Surfacing Material : The inner surface exposed to the chemical environment shall be a resin-rich layer of 0.010 to 0.020 in . thick. The inner surface layer exposed to the corrosive environment shall be followed with a minimum of two passes of chopped roving of minimum length 0.5 in . (13mm) to maximum length of 2.0 in. (50 .8 mm) and shall be applied uniformly to an equivalent weight of 3 oz/ft. Each pass of chopped roving shall be well-rolled prior to the application of additional reinforcement. The combined thickness of the inner surface and interior layer shall not be less than 0.10 in . (2 .5 mm) 4. Wall Construction Procedure : After inner layer has been applied the manhole wall shall be constructed with chop and continuous strand filament wound manufacturing process which insures continuous reinforcement and uniform strength and composition . The cone section, if produced separately, shall be affixed to the barrel section at the factory with resin-glass reinforced joint resulting in a one piece unit. Seams shall be fiberglassed on the inside and the outside using the same glass-resin jointing procedure . Field joints shall not be acceptable by anyone except the manufacturer. 5. Exterior Surface: For a UV inhibitor the resin on the exterior surface of the manhole shall have gray pigment added for a minimum thickness 0.125 in. 6. Stubouts and Connections : Stubouts shall be installed at locations shown on the drawings . Installation of SOR 35 PVC sewer pipe shall be performed by sanding, priming, and using resin fiber-reinforced hand layup . The resin and fiberglass shall be same type and grade as used in the fabrication of the fiberglass manhole . Kor-N-Seal boots for each pipe connection shall be installed by manhole manufacturer using fiberglass re inforced pipe stubout for Kor-N-Seal boot sealing surface . 7. Manhole Bottom : Manholes shall ha v e resin fiber-reinforced bottoms . Bottom shall have a min imum of three 1 Yz in. deep x 3Yz in . wide stiffening ribs completely enclosed with res in fiber- reinforcement and have a minimum 3 in . anti-flotation ring as shown on the drawings. Manhole bottom shall be a minimum of 5/16 in . th ick . 8. Fillers and Additives : Fillers, when used , shall be inert to the environment and manho le construction . Sand shall not be accepted as an approved filler. Additives , such as th ixotropic agents, catalysts , promoters , etc ., may be added as required by the specific manufacturing process to be used to meet the requirements of this standard. The resulting reinforced-plastic material shall meet the requirements of this specification. MANUFACTURE: Manhole cylinders , manway reducers, and connectors shall be produced from glass fiber-reinforced polyester resin using a combination of chop and continuous filament wound process. 1. Interior Access: All manholes shall be designed so that a ladder or step system can be supported by the installed manhole. Manhole steps will not be required, however. 2 . Manway Reducer : Manway reduces will be concentric with respect to the larger portion of the manhole diameters through 60 inches . 3. Cover and Ring Support: The manhole shall provide an area from which a grade rings can be installed to accept a typical metal ring and cover and have the strength to support an H-20 traffic load without damage to the manhole . D. REQUIREMENTS: ASC-14 PART DA -ADDITIONAL SPECIAL CONDITIONS 1. Exterior Surface : The exterior surface shall be smooth with no sharp projections . Hand-work finish will be acceptable as long as enough resin is present to eliminate fiber show. The exterior surface shall be free of blisters larger than 0.5-inch diameter, delamination or fiber show. 2. Interior Surface: The interior surface shall be resin rich with no exposed fibers. The surface shall be free of crazing , delam ination, blisters larger than 0.5-inch diameter and wrinkles of 0.125-inch or greater in depth . Surface pits shall be permitted if they are less than 0 .75 inches in diameter and less than 0.0625-inch deep. Voids that cannot be broken with finger pressure and that are entirely below the res in surface shall be permitted if they are less than 0.5-inch diameter and less than 0.0625-inch thick. 3. Repairs : All manhole repairs by the manufacturer shall result in a product which meets all requirements of this specification . Field repair of manholes will not be allowed . 4. Diameter Tolerance: Tolerance of inside diameter shall be +/-1 % of required manhole diameter. 5. Load Rating : The complete manhole shall have a minimum dynamic-load rating of 16,000 lbf. when tested in accordance with ASTM D-3753 8.4 (note 1 ). To establish this rating the complete manhole shall not leak, crack, or suffer other damage when load tested to 40,000 lbf. and shall not deflect vertically downward more than 0.25-inc at the point of the load application when loaded to 24,000 lb. 6. Stiffness: The manhole cylinder shall have the minimum pipe-stiffness values shown in table below when tested in accordance with ASTM D-3753 8.5 (note 1 ). HEIGHT-FT. 3-6.5 7 -12.5 F/AY-PSI 0.75 1.26 7. Soundness: In order to determine soundness, apply an air or water pressure test to the manhole test sample. Test pressure shall not be less than 3 psig or greater than 5 psig . While holding at the established pressure , inspect the entire manhole for leaks . Any leakage through the laminate is cause for failure of the test. Refer to ASTM D-3753 8.6. 8. Chemical Resistance: The fiberglass manhole and all related components shall be fabricated from corrosion proof material suitable for atmospheres containing hydrogen sulphite and dilute sulfuric acid as well as other gasses associated with the wastewater collection system. E. PHYSICAL PROPERTIES : 1. Tensile Strength (psi) 2. Tensile Modules (psi) 3. Flexural Strength (psi) 4 . Flexural Modules (psi) 5. Compressive (psi) F. QUALITY CONTROL: Hoop Direction 18,000 0.6 X 106 26,000 1.4 X 106 18,000 ' Axial Direction 5,000 0.7 X 106 4,500 0.7 X 106 10,000 Each completed manhole shall be examined for dimensional requirements, hardness, and workmanship . All required ASTM D-3753 test ing shall be completed and records of all testing shall be kept and copies of test records shall be presented to customer upon formal written request within a reasonable time period . ASC-15 PART DA -ADDITIONAL SPECIAL CONDITIONS G. As a basis of acceptance the manufacturer shall provide an independent certification which consist of a copy of the manufacturer's test report and accompanied by a copy of the test results that the manhole has been sampled, tested, and inspected in accordance with the provisions of this specification and meets all requirements . H. SHIPPING AND HANDLING : The fiberglass manholes shall not be dropped or struck . They may be lifted by inserting a 4" x 4" x 30" timber into the top of manhole with cable attached or by a sling or "choker" connection around center of manhole, lift as required . Use of chains or cables in contact with the manhole surface is prohibited . I. CONCRETE: 1. 2. Fiberglass Bottom: Class F Concrete shall be used to form bench area and invert. Class E Concrete shall be used on top of anti-flotation ring and around the reduce section as required for buoyancy and as shown on the drawings. Concrete Bottom: Lower manhole into wet concrete until it rests at the proper elevation, with a minimum of 4 inches of fiberglass manhole inserted into the wet concrete below flow line, then move manhole to plumb . The concrete shall extend a minimum of one foot from the outside wall of the manhole and a minimum of 6 inches above incoming lines . On the inside concrete shall form the bench and invert area and rise a minimum of 4 inches above incoming lines. Concrete collars shall be constructed around reducer section at locations shown on the drawings. J. BACKFILL: 1. Backfill Material : Unless shown otherwise on drawings and approved by the Engineer, sand, crushed stone, or pea gravel shall be used for backfill around the manhole for a minimum distance of one foot from the outside surface and extending from the bottom of the excavation to the top of the reducer section. Suitable material chosen from the excavation may be used for the remainder of the backfill . The material chosen shall be free of large lumps or clods , which will not readily break down under compaction. This material will be subject to approval by Engineer. 2. Backfill shall be placed in layers of not more than 12 loose measure inches and mechanically tamped to 95% Standard Proctor Density, unless otherwise approved by Engineer. Flooding will not be permitted . Backfill shall be placed in such a manner as to prevent any wedging action against the fiberglass manhole structure. K. MARKING AND IDENTIFICATION: .Each manhole shall be marked on the inside and outside with the following information: 1. Manufacturer's name or trademark 2. Manufacturer's factory location 3. Manufacturer's serial number 4. Total height 5. Complies with ASTM D-3753 L. MEASUREMENT AND PAYMENT: 1. The price bid for new/ replacement manhole installations shall include all labor, equipment and materials necessary for construction of the manhole including but not limited to joint sealing, lift ASC-16 PART DA -ADDITIONAL SPECIAL CONDITIONS hole sealing and exterior surface coating , concrete base, concrete invert, connections to sewer pipes, castings, backfill, unpaved surface restoration , and all appurtenant work. Payment shall not include pavement replacement , which if required , shall be paid separately. Payment for concrete collars and watertight manhole inserts, if required, will be made separately, based on the appropriate bid items. DA-23 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES The contractor shall be responsible for locating and marking all previously exposed manholes and water valves in each street of this contract before the resurfacing process commences for a particular street. The contractor shall attempt to include the Construction Engineer (if he is available) in the observation and marking activity. In any event a street shall be completely marked a minimum of two (2) working days before resurfacing begins on any street. Marking the curbs with paint is a recommended procedure . It shall be the contractors responsibility to notify the utility companies that he has commenced work on the project. As the resurfacing is completed (within same day) the contractor shall locate the covered manholes and valves and expose them for later adjustment. Upon completion of a street the contractor shall notify the utilities of this completion and indicate the start of the next one in order for the utilities to adjust facilities accordingly. The following are utility contact persons : Company Southwestern Bell Telephone Texas Utilities Lone Star City of Fort Worth, Street Light and Signal Telephone Number 338-6275 336-9411 Ext. 2121 336-8381 Ext. 6982 871-8100 Contact Person "Hot Line" Mr. Roy Kruger Mr. Jim Bennett Mr. Jim Bob Wakefield Of course, under the terms of this contract, the contractor shall complete adjustment of the storm drain and Water Department facilities, one traffic lane at a time within five (5) working days after completing the laying of proposed H.M.A.C . overlay adjacent to said facilities. Any deviation from the above procedure and allotted working days may result in the shut down of the resurfacing operation by the Construction Engineer. The contractor shall be responsible for all materials, equipment and labor to perform a most accurate job and all costs to the contractor shall be figured subsidiary to this contract. DA-24 REPLACEMENT OF CONCRETE CURB AND GUTTER These provisions require the contractor to remove all failed existing curb and gutter, as designated by the Construction Engineer, and replace with standard concrete curb and gutter, laydown curb and gutter, or in like kind, as governed by the standard City Specifications, Item No. 104 "Removing Old Concrete", Item No. 502 "Concrete Curb and Gutter", and Drawing Nos. S-S2 through S-S4 . Pay limits for laydown curb and gutter are shown in Drawing No. S-S5 of the Standard Specifications . Contractor shall saw cut the curb and gutter and pavement prior to removal. Included , and figured subsidiary to this unit price, will be the required sawcut excavation, as per specification Item No . 106 "Unclassified Street Excavation", into the street to aid in the construction of the curb and gutter. The pay limit will be 9" out from the gutter lip, with same day haul-off of the removed material to a suitable dump site . The street void shall be filled with H.M.A.C . "Type D" mix as per specification No . 300 "Asphalts, Oils and Emulsions", Item No. 304 "Prime Coat" and Item No. 312 "Hot Mix Asphaltic Concrete" and compacted to standard City densities and top soil as per specification item No. 116 "Top Soil", if needed, shall be added and leveled to grade behind the curb. Existing improvements within the parkway ASC-17 PART DA -ADDITIONAL SPECIAL CONDITIONS such as water meters , sprinkler system , etc. damaged during construction shall be replaced with same or better at no cost to the City. Backfill for curb and gutter shall be completed within fourteen (14) calendar days from the day of demolition to date of completion. If the contractor fails to complete the work within fourteen (14) calendar days, a $100 dollar liquidated damage will be assessed per block per day. The unit price bid per linear foot shall be full compensation for all materials, labor, equipment and incidentals necessary to complete the work . DA-25 REPLACEMENT OF 6" CONCRETE DRIVEWAYS This item shall include the removal and replacement of existing concrete driveways, due to deterioration or in situations where curb and gutter is rep laced to adjust grades to elim inate pond ing water with same day haul-off of the removed material to a suitable dump site. For specifications governing this item see Item No. 104 "Removing Old Concrete", Item No . 504" Concrete S idewalk and Driveways". Pay limits for concrete driveway are as shown in Drawing No . S-S5 of the Standard Specifications. The unit price bid per square yard shall be full compensation for all labor, material, equipment, supplies, and incidentals necessary to complete the work. DA-26 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE The contractor shall remove all existing deformed H.M.A.C. pavement and/or bad base material that shows surface deterioration and/or complete failure . The Engineer will identify these areas upon which time the contractor will begin work . The failed area shall be saw cut, or other similar means , out of the existing pavement in square or rectangular fashion . The side faces shall be cut vertically and all fai led and loose material excavated . As a part of the excavation process, all unsatisfactory base material shall be removed, if required, to a depth sufficient to obtain stable sub-base . The total depth of excavation could range from a couple of inches to include the surface-base-some sub-base removal for which the Eng ineer will select the necessary depth . The remaining gvod material shall be leveled and uniformly made ready to accept the fill material. All excavated material shall be hauled off site, the same day as excavated, to a suitable dump site. After satisfactory completion of removal as outlined above, the contractor shall place the permanent pavement patch ,; with "Type D" surface mix. This item will always be used even if no base improvements are required . The proposed H.M.A.C. repair shall match the existing pavement section or the depth of the failed material, whichever is greater. However, the patch thickness shall be a minimum of 2 inches. Generally the existing H.M.A.C. pavement thickness will not exceed 6". Before the patch layers are applied , any loose material , mud and/or water . shall be removed . A liquid asphalt tack coat shall be applied to all exposed surfaces . Placement of the surface mix lifts shall not exceed 3 inches with vibrator compactions to follow each lift. Compactions of the mix shall be to standard densities of the City of Fort Worth, made in preparation to accept the recycling process. All applicable provisions of Standard Specification Item Nos . 300 "Asphalts, Oils, and Emulsions ", 304 "Prime Coat", and 312 "Hot-Mix Asphaltic Concrete" shall govern work. · The unit price bid per cubic yard shall be full compensation for all materials, labor, equipment and incidentals necessary to complete the work . DA-27 • GRADED CRUSHED STONES This item shall be used to repair the failed base material in areas exceed 8" deep as directed by the Engineer. The material shall be graded crushed stones. For specifications governing this item see Item No. 208 "Flexible Base ". ASC-18 PART DA -ADDITIONAL SPECIAL CONDITIONS The unit price bid per cubic yard shall be full compensation for all materials , labor, equipment and incidentals necessary to complete the work. DA-28 WEDGE MILLING 2" TO O" DEPTH 5.0' WIDE Not Used . DA-29 BUTT JOINTS -MILLED Not Used . DA-30 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX) All applicable provisions of Standard Specifications , Item Nos . 312 "Hot-Mix Asphaltic Concrete", 300 "Asphalts, Oils and Emulsions ", 304 "Prime Coat", and 313 "Central Plant Recycling-Asphalt Concrete" shall apply to the construction methods for this portion of the project. Standard Spec ification 312 .5 (1) shall be revised as follows : The prime coat , tack coat, or the asphaltic mixture shall not be placed unless the air temperature is fifty (50) degrees Fahrenheit and rising , the temperature being taken in the shade and away from artific ial heat. Asphaltic material shall also not be placed when the wind conditions are unsuitable in the opinion of the Engineer. The contractor shall furnish batch design of the proposed hot mix asphaltic concrete for City approval 48 hours prior to placing the H.M.A.C. overlay . The City will provide laboratory control as necessary. The unit price bid per square yard of H.M.A.C. complete and in place , shall be full compensation for all labor, materials, equipment , tools , and incidenta ls necessary to complete the work . DA-31 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER This item shall include the removal and reconstruction of exist ing concre te valley gutters at locations to be determined in field : Removal of existing concrete valley, asphalt pavement , concrete base , curb and gutter, and necessary excavation to install the concrete valley gutters all shall be subsidiary to this pay item . Furnishing and placing of 2:27 concrete base and crushed limestone to a depth as directed by the Eng ineer and necessary asphalt transitions as shown in the concrete valley gutter details, shall be subsidiary to this Pay Item. See standard specification Item No. 314 , "Concrete Pavement", Item 312 "Hot-Mix Asphaltic Concrete", Item No. ·104, "Removing Old Concrete", Item No . 106, "Unclassified Street Excavation" Item No. 208 "Flex ible Base ." Measurement for final quantities of valley gutter will be by the square yard of concrete pavement and the curb and gutter sect ion will be included. Contractor may substitute 5" non-reinforced (2 :27) Concrete Base in lieu of Crushed Stone at no additional cost. See Item 314" Concrete Pavemen t". ······················································································································································································ Asphalt base material may be required at times as directed by the Engineer to expedite the work at locations identified in the field . The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per square inch . Contractor shall work on one-half of Valley Gutter at a time , and the other half shall be open to traffic. Work shall be completed on each half within seven (7) calendar days. If the contractor fails to complete t he work on each half within seven (7) calendar days , a $100 dollars liquidated damage will be assessed per each half of valley gutter per day. ······················································································································································································ ASC-19 PART DA -ADDITIONAL SPECIAL CONDITIONS The unit price bid per square yard for Concrete Valley as shown on the proposal will be full compensation for materials, labor, equipment, tools and incidentals necessary to complete the work. DA-32 NEW 7" CONCRETE VALLEY GUITER Not Used . DA-33 NEW 4" STANDARD WHEELCHAIR RAMP Not Used . DA-34 8" PAVEMENT PULVERIZATION Not Used . DA-35 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT) The following specifications are for the furnishing and placing of re inforced concrete pavement or base as shown on deta il and as directed by the Engineer. A GENERAL: Reinforced concrete pavement or base shall conform to Specification lterri No. 314 herein except for finishing an9 curing. · · ·· B. FINISHING : The reinforced concrete shall be brought to a uniform surface by working with a wooden float. The surface shall be flush with the adjacent pavement and shall have a finish similar to the surrounding pavement. The surface shall be even and shall provide a smooth ride . C. CURING: The reinforced concrete pavement surfaces shall be sprayed uniformly with a membrane curing compound conform ing to the requ irements of ASTM C-309 , Type 2, wh ite-pigmented compound , which shall not produce permanent discoloration of the concrete . Concrete shall be allowed to cure for seven days or test cylinders reach 3000 psi before removal of barricades. · · · · · · · · · · D. EXECL)JION : ·. · Included in this item will be the removal of the existing reinforced concrete pavement. The existing pavement shall be sawed so as to maintain an even , straight pavement cut. The existing reinforcing steel at sawed line and construction joints shall be lapped 18 incties with the new reinforced concrete pavement. The existing steel shall be thoroughly cleaned before lapping. · · The following work method will be performed on each utility cut: 1. Place safety signs, barricades and/or other warning devic.es where necessary and as required . 2. Replace pavement to nearest joint. 3 . Mark out the damaged area with keel, chalk line or paint being sure to include all areas requiring repair. 4 . Saw cut a long marked lines a minimum of two (2) inches deep. 5. Remove existing concrete. ASC-20 PART DA -ADDITIONAL SPECIAL CONDITIONS 6. Form j oints and place reinforcing steel and Dowel Bars (as requ ired) according to standard specifications . 7 . Place and finish concrete . 8. Clean up job site, removing all debris. 9 . Maintain traffic control devices to protect the area until the concrete has cured seven days or concrete reaches 3000 psi compressive strength . E. PAYMENT: Payment shall be made at the unit price per linear foot as shown on the proposal and shall be full compensation for furnishing all labor, materials, equipment tools and incidentals necessary to complete the work. DA-36 RAISED PAVEMENT MARKERS Not Used . DA-37 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING A GENERAL : Where known by the design eng ineer, the locations of potentially petroleum contaminated materia l (so il ) that may be encountered during excavation and/or construction activities will be shown on the plans. For all locations where material is excavated and suspected of being contaminated with petroleum products , whether known or not, these special conditions are to be followed . The contractor is also to follow all applicable Federal. State and Local regulations when handling known or suspect contaminated materials (soils). · · 1. WORK INCLUDED a. Excavation , stockp ili ng and testing of Potentially Petroleum Contaminated Material. b. Removal , testing, anct disposal of petroleum contam inated groundwater. c. Obtaining and paying for required perm its . d. Hiring of qualified environmental professional consultant(s). Contractor will be required to submit the environmental consultant's experience and qualifications to the City prior to beginning work in areas of Potentially Petroleum Contaminated Material. e. Hiring of qualified environmental sampling professionals that will collect and submit samples to the applicable City of Fort Worth testing laboratory . The City of Fort Worth's Department of Environmental Management for coordination of laboratory testing . 2. REFERENCES a . All applicable OSHA regulatory requ irements . b . All applicable Environmental Protection Agency (EPA) regulatory requirements. c . All applicable State of Texas regulatory requirements. d. All applicable City of Fort Worth (City) regulatory requirements. e . All applicable NIOSH standards . ASC-21 - PART DA -ADDITIONAL SPECIAL CONDITIONS f. All applicable TNRCC requirements . 3. SUBMITTALS a. The contractor shall prepare and submit to the City's Department of Environmental Management, Senior Specialist in Compliance, plans for handling Potentially Petroleum Contaminated Material (PPCM) not less than 30 days prior to commencing excavation . b. The Contractor shall take necessary precautions while performing this project. Contractor shall not commence PPCM work (1) Contractor's submittal for dealing with PPCM is reviewed by the City and (2) the plans (i.e., drawing and description) for discharging any treated liquid into the storm sewer or sanitary sewer are reviewed by the City (3) and acceptable stockpile area is identified by the Contractor. c. Contractor shall submit the name of his proposed qualified environmental professional consultant(s) and proposed PPCM Handling Plan to the City. The PPCM Handling Plan shall include the detailed sequence of construction including proposed excavation and handling methods, proposed carriers for contaminated materials, waste disposal site, and a list of any permits that may be required for PPCM handling or contaminated materials disposal. The above data must be compiled and arranged in a format that is acceptable to the Texas Natural Resource Conservation Commission (TNRCC). d. Contractor shall submit actual limits of PPCM excavation, as prepared by his qualified environmental consultant(s) and testing lab. e. Contractor shall submit for review the proposed carrier pipe material to be used with the actual limits of PPCM excavation, including pipe gasket and carrier pipe coating or liner. B. PRODUCTS: 1. PIPE GASKET MATERIAL. Materials used within the actual limits of PPCM excavation, including pipe gaskets, shall be resistant to petroleum hydrocarbon deterioration . C. EXECUTION: 1. POTENTIALLY PETROLEUM CONTAMINATED AREAS a. Areas suspected of having petroleum contaminated material (soils) are shown in on the engineering drawings. b. In areas other than those noted on the plans and where potentially petroleum contaminated materials are either detected or suspected, the City of Fort Worth and the Engineer should be notified immediately and the work should proceed in accordance with this section. 2. SCREENING POTENTIALLY PETROLEUM CONTAMINATED AREAS a. Care should be taken during all excavation and dewatering activities to identify areas potentially contaminated by petroleum. b. When a petroleum odor is encountered during excavation or when there is visual evidence of potentially petroleum contaminated soil, the Contractor shall notify the Engineer without delay. c. The Contractor shall have retained the services of an environmental consultant who shall be present at the site to screen suspect soil with a photo-ionization detector (PID) or a flame ASC-22 PART DA -ADDITIONAL SPECIAL CONDITIONS ionization detector (FID). A reading of 20 ppm above ambient conditions or greater on PIO or FID tested soil sample will be considered potentially petroleum contaminated . The soul sample should be a recent sample from the excavation face. The sample should be stored in a laboratory supplied glass jar with a teflon gasket lined lid. The City of Fort Worth Department of Environmental Management will be notified prior to all sample collection and submittal to the current testing laboratory identified by the City. The PIO or FID tests should be performed in a confined location . Soils producing a reading of less than 20 ppm above ambient will not be considered potentially petroleum contaminated. The PIO or FID shall be calibrated according to manufactures instructions. d. Water encountered during excavation or dewatering shall be considered to be potentially contaminated if there is a visible sheen , a hydrocarbon odor, adjacent soil that appears visually to be contaminated by hydrocarbons or at any time the Contracto r has reason to believe that hydrocarbon contamination may have occurred . The Contractor shall immediately notify the City and the TNRCC whenever contaminated water is encountered . e . The Contractor shall contact the City whenever contamination from any source is suspected . 3. HANDLING POTENTIALLY PETROLEUM CONTAMINATED SOIL (PPCS) a. Contractor shall coordinate with the City to determine a suitable location for the stockpiling of contaminated soil. The following procedure shall be followed in prepa ring the chosen site: 1. Provide a diked enclosure large enough to hold all material and prevent runoff. 2. The diked area shall be lined with 20-30 mil plastic tp prevent seepage into the existing soil. 3. At the end of each work day, Contractor shall complete ly cover stockpile with 20 mil plastic. During the day, the Contractor shall keep the stockpi le covered , as necessary, to prevent release of contaminated materials due to rain or wind . 4. Sampling and evaluation of materials will be performed at the Contractor's expense. (The City of Fort Worth will provide laboratory services) b . PPCS shall be handled, tested, observing all standard chain-of-custody procedures and sampling preservation and analyses shall conform to published and recognized standards . c . The stockpiled PPCS shall be sampled and tested every 50 cubic yards for Total Petroleum Hydrocarbons (TPH) (TX1005) and Benzene , Toulene , Ethylbenzene and Xylene (BTEX) (EPA 8020). All test results will be forwarded to the City of Fort Worth Department of Environmental Management. d. Contaminated soil identified by test results will be disposed of according to DA-36 , Loading , Transportation , and Disposal of Contaminated Soil. e. It is the intent of the City of Fort Worth that uncontaminated soils be utilized as backfill material, if the soils also meet the Type C or B backfill classifications. 4 . HANDLING POTENTIALLY PETROLEUM CONTAMINATED WATER (PPCW) a . Water pumped from the excavation or from dewatering activities that has an oily sheen , a hydrocarbon odo r, or is otherwise suspect, shall be considered potentially petroleum contaminated. b . PPCW shall be handled , tested , and discharged in accordance with the TNRCC's appropriate state regulation . PPCW shall be tested no later than 15 days prior to extraction. PPCW sha ll, if necessary , be treated in an appropriately sized oil/water separator, air stripper or GAC can isters. ASC-23 - PART DA -ADDITIONAL SPECIAL CONDITIONS Contractor shall have his testing laboratory determine that the oil/water separator treated discharge is within the limits established by the TNRCC's regulations before being allowed to discharge (discharge to sanitary sewer). Contractor shall be responsible for furnishing the effluent test reports to the City. c. Alternatively, the Contractor may dispose of contaminated water, after appropriate pretreatment, into the sanitary sewer collection system . It shall be the responsibility of the Contractor to obtain the necessary permit(s) and to perform all testing required by the City of Fort Worth Pretreatment Services Division. d . All treated water shall be discharged into a Contractor supplied Frac Tank, sampled, and analyzed before discharge into the sewer system . e . The product that is recovered shall be disposed of in accordance with all applicable regulations. Any phase separate product recovered from the oil/water separator and air stripper shall be transported in accordance with Department of Transportation rules ano regulations for flammable products. When transporting product for disposal, transportation shall also be performed by a licensed carrier. The Contractor is responsible for proper manifesting of the material from the site to the waste disposal facility . Completed Manifests shall be returned to the City Department of Environmental Management within 90 days of shipment. 5 . HANDLING VAPOR CONCENTRATIONS a. In order to maintain safe working conditions, the vapor concentrations should not exceed 20 percent of the Lower Explosive Limit (LEL). During construction , measures should be taken to maintain LEL levels below 20 percent in all working areas. b. To monitor vapor levels and oxygen levels a combustible gas indicator (CGI) with a LEU02 meter should continuously operate in the working area. The CGI should be properly calibrated and should have an alarm that sounds if 20 percent LEL is reached. Monitoring data from the GCI should be recorded periodically to determine if ventilation or other methods are effective. In the event local health and safety agencies require more stringent monitoring, the local regulations must be implemented . · D. MEASUREMENT AND PAYMENT: Payment for handling PPCS , PPCW and Vapor Concentrations, obtaining and paying for any permits required, hiring the services of a qualified professional environmental consultant(s), environmental issues, stockpiling and all issues included and incidental to this section will be full compensation for all labor, equipment, materials, and supervision . Measurement and Payment for this section will be per linear foot of trench excavated where the excavated material is handled as a contaminated material. No separate payment will be made for handling of contaminated water, vapor concentrations, sampling, stockpiling, etc. DA-38 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL A. GENERAL: This item has been established for the loading , transportation and disposal of contaminated soils in a State of Texas approved disposal site (landfill) to handle special wastes (petroleum contaminated soils). A bid item has been established in the proposal for the proper loading, transportation and disposal of the material to a designated site and the quantity established is the engineers best estimate of the quantity that may be removed . This quantity may vary depending upon actual conditions and testing results. The unit price bid will not be increased regardless of the actual amount of material disposed and may be decreased if a larger volume of material, than that listed in the bid proposal, results in a unit cost reduction for disposal. ASC-24 PART DA -ADDITIONAL SPECIAL CONDITIONS 8 . WASTE MANIFESTS: Any and all non-hazardous liquid and petroleum substance waste removed from the site of generation and transported for treatment and/or disposal must be accompanied by a waste shipment record/manifest detailing requ ired generator, transported , destination and waste description information. These results may not be uniform throughout the entire site . For all petroleum substance waste , the waste shipment record utilized shall be the TNRCC PETROLEUM- SUBSTANCE WASTE AFFIDAVIT (Form TWC-0332). The Contractor shall be responsible for obtaining , orig inating and maintaining manifests in accordance with federal and state laws. The Contractor shall sign the manifests forms as Independent Contractor to the Owner. AUTHORIZATION OF PAYMENT FOR REMOVAL TRANSPORT AND TREATMENT/ DISPOSAL OF WASTES IN CONTINGENT UPON RECEIPT BY THE ENGINEER OF FULLY COMPLETED AND SIGNED MANIFEST FORMS that are in agreement with regard to the type and amount of waste removed from the site and received by the treatment/disposal facility . The Contractor shall immediately resolve any manifest discrepancies . Comp leted Manifests shall be returned to the City Department of Env ironmental Management within 90 days of shipment. C. MEASUREMENT AND PAYMENT: Payment for this item shall be made per in place cubic yard of contaminated soils that are loaded , transported and disposed of in an approved special disposal site. No separate payment will be made for loading, transportation and disposal of contaminated ground waters collected ; these costs cons idered subsidiary to DA-37 , POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING . The proposed landfill shall be included in the Contractor's bid submittal and approved by the City of Fort Worth Department of Environmental Management prior to contract award . Contractor shall be responsible for all landfill costs, including, but not limited to landfill fees, transportation costs and landfill operator requested analytical testing and waste characterization. DA-39 ROCK RIPRAP -GROUT -FILTER FABRIC A GENERAL: 1. General Conditions, Supplemental Conditions, applicable requ irements of Division 1 -General Requ irements and the North Central Texas Council of Governments (NCTCOG) Standard Specifications, are hereby made a part of this section. 2. This item shall govern for the installation of rock riprap of the var ious sizes shown on the plans . B. DESIGN CRITERIA: 1. The toe of the riprap revetment shall be entrenched in stable channel bottoms. If the channel bottom is not stable , the design shall incorporate other requirements needed to stabiliz;e the revetment toe . 2. The channel side slope shall be as shown on the drawings. 3. Engineer ing filter fabric material shall be placed underneath the riprap . 4 . Riprap shall extend up the bank to an elevation where vegetation will provide adequate protection . See cross sections . C. PRODUCT: 1. RIPRAP MATERIAL: Stone for riprap shall be durable and of a suitable quality to insure permanence in the structure. It shall be free from cracks , seams and other defects that would tend ASC-25 PART DA -ADDITIONAL SPECIAL CONDITIONS to increase deterioration. Rock shall be reasonably well graded between the following prescribed limits: 24" Riprap 18" Riprap Sieve Size (Square Mesh) 24inch 18 inch 12inch 6inch Sieve Size (Square Mesh) 18inch 12inch 6inch 3inch Percent Passing 100 80-90 45-55 0-20 Percent Passing 100 60-85 15-45 0-15 2. RIPRAP WEIGHT: Weight of rock shall be one hundred fifty five pounds per solid cubic foot (min.) calculated from the bulk specific gravity (saturated surface dry). 3. FILTER FABRIC BLANKET: Approved Manufacturer: ............... ~ ..... S.upac.. :-. .H.e.aY.Y.. G.r.ade . 8.NP.. (.UV) ........................................ .. • Trevira 011/280 • Amoco 4553 4. RIPRAP GROUTING • or Equal Heavy Grade a. FINE AGGREGATE: Fine aggregate for grouting mix shall consist of natural sand, manufactured sand, or a combination of natural and manufactured sands. The grading and uniformity of the fine aggregate shall conform to the following requirements as delivered to the mixers: D. EXECUTION: Sieve Designation, U.S. Standard Square Mesh .. 3/8 in. (9.5 mm) · No. 4 (4.75 mm). No. 8 (2.36 mm)· No. 16 (1 .18 mm) No . 30 (600 um) No. 50 (300 um) · No. 100 (150 um) 1. CONSTRUCTION: Permissible Limits Percent by Weight. Passing 100 95-100 80-95 55-75 30-60 12 -30 · 2 -10 a. The channel side slope and the toe excavation shall be prepared to the required lines and grades. b. Filter fabric and riprap shall be placed in succession to the required thicknesses and elevations. Riprap shall be hand placed around structures to prevent damage to the structures. ASC-26 PART DA -ADDITIONAL SPECIAL CONDITIONS 2. INSTALLATION OF THE FILTER FABRIC (GEOTEXTILE): The geotextile shall be placed in the manner and at the locations shown on the drawings. At the time of installation, the geotextile shall be rejected if it has defects, rips, holes , flaws, deterioration or damage incurred during manufacture, transportation or storage. The surface to receive the geotextile shall be prepared to a relatively smooth condition free of obstructions, depressions, debris, and soft or low density pockets of material. Erosion features such as rills, gullies, etc. must be graded out of the surface before geotextile placement. The geotextile shall be placed with the long dimension perpendicular to the centerline of the channel and laid smooth and free of tension, stress, folds, wrinkles, or creases . The strips shall be placed to provide a minimum width of 24-inches of overlap for each joint. Temporary pinning of the textile to help hold it in place until the rock riprap is placed . The temporary pins shall be removed as the riprap is placed to relieve high tensile stress which may occur during placement of material on the geotextile. The specified placement procedure requires that the length of the geotextile be greater than the actual slope length. The Contractor shall adjust the actual length of the geotextile used based on initial installation experience. The geotextile shall be protected at all times during construction from contamination by surface runoff and any geotextile so contaminated shall be removed and replaced with uncontaminated geotextile. Any geotextile damaged during its installation or during placement of riprap shall be replaced by the Contractor at no cost to the Owner. The work shall be scheduled so that the covering of the geotextile with a layer of the specified material is accomplished within seven (7) calendar days after placement of the geotextile. Failure to comply shall require replacement of geotextile. The geotextile shall be protected from damage prior to and during the placement of rock riprap. Before placement of gabion units, the Contractor shall demonstrate that the placement technique will prevent damage to the geotextile. In no case shall any type of equipment be allowed on the unprotected geotextile . 3. RIPRAP PLACEMENT: Stone for riprap shall be placed on the filter fabric blanket in such a manner as to produce a reasonably well graded mass of rock with the minimum practicable percentage of voids and shall be constructed within the specified tolerance to the lines and grades shown on the drawings. Then intent of these specifications is to require placement of riprap to the thickness shown and to allow isolated stones to extend as much as six inches above grade. Riprap shall be placed to its full course thickness at one operation and in such a manner as to avoid displacing the fabric. The larger stones shall be well distributed and the entire mass of stones in their final position shall conform to the gradation specified hereinbefore. The finished riprap shall be free from objectionable pockets of small stones and clusters of larger stones . The desired distribution of the various sizes of stones throughout the mass shall be obtained by selective loading of the material at the quarry or other source , by controlled dumping of successive loads during final placing, or by other methods of placement which will produce the specified results . Rearranging of individual stones, by mechanical equipment or by hand will be required to the extent necessary to obtain a reasonably well graded distribution of stone specified above. The Contractor shall maintain the riprap protection until accepted . Any material displaced by any cause shall be replaced at his erosion to the lines and grades shown on the Drawings. 4. GROUT PLACEMENT: Grout shall be composed of cement, water and air-entraining admixture and sand mixed in the proportions of 1 part of Portland cement to 3 parts of sand, sufficient water to produce a workable mixture, and that amount of admixture which will entrain sufficient air to produce durable grout, as determined by the ENGINEER. Sand for grouting shall conform to the requirements of paragraph : FINE AGGREGATE. The grout shall be mixed in a concrete mixer in the manner specified for concrete except that the time of mixing shall be increased to that necessary to produce a mixture having a consistency such as to permit gravity flow into the interstices of the riprap with the help of limited spading and brooming. The grout shall be used in the work within a period of one (1) hour after mixing. Retempering of ground will not be permitted . Riprap shall not be grouted when the ambient temperature is below 35 degree F. or above 95 degrees F. unless approved by the ENGINEER in writing; nor when the grout, without special protection , is likely to be subjected to freezing temperatures before final set has occurred . Prior to grouting, all surfaces of riprap shall be wetted. The riprap shall be grouted in successive longitudinal strips, approximately 1 O feet in width, commencing at the lowest strip and working up the slope . Grout shall be brought to the place of final ASC-27 PART DA -ADDITIONAL SPECIAL CONDITIONS deposit by approved means , and in no case will grout be perm itted to flow on the riprapped surface a distance in excess of 1 O feet. Immediately after dumping the batch of grout , it shall be distributed over the surface of the strip by the use of brooms and the grout worked into place between stones with suitable spades, trowels , or vibrating equipment. As a final operation , the grout shall be removed from the top surfaces of the upper stones and from pockets and depressions in the surface of the stone protection . After completion of any strip as specified , no workman or any load shall be permitted on the grouted surface for a period of at least 24 hours. The grouted surface shall be protected from rain , flowing water, and mechanical injury. The surface of all grouted riprap shall be cured by keeping the surface continuously wet for a period of not less than 7 days. E. MEASUREMENT AND PAYMENT 1. FILTER FABRIC : .... Filter fabric will be measured by the square yard for material used includ ing that required at toes and thickened edges of riprap . Payment for filter fabric will be made .at the contract unit price per square yard which includes all plant, labor, material, and all installation costs in-place, complete . 2. STONE RIPRAP: Stone (rock) riprap will be measured by the cubic yard using actual plan dimensions. Payment for riprap will be made at the contract unit price per cubic yard which includes all plant, labor, material, and installation costs in-place , complete . 3. GROUT: Grout for rock riprap will be measured by the square yard using actual plan dimensions. Payment for grout will be made at the contract unit price per square yard which includes all plant, labor, material, and installation costs in -place , complete. DA-40 CONCRETE RIPRAP 1 GENERAL: The following shall govern the furnishing and placing of concrete riprap as shown on the plans or as directed by the Engineer. 2 MATERIALS: Concrete for riprap shall be placed in accordance w ith the details and to the d imensions shown on the plans or as established by the Engineer. Unless otherwise shown on the plans, concrete riprap shall be reinforced using wire or bar reinforcement. The concrete shall be 3000 PSI at 28 days , Class A Wire reinforcement shall be six (6) by six (6) inch No . 6 plain electric welded reinforcing fabric or its equal. A minimum lap of six (6) inches shall be used at all splices. At the edge of the riprap , the wire fabric shall not be less than one (1) inch, no more than three (3) inches from the edge of the concrete and shall have no wire projecting beyond the last member parallel to the edge of the concrete. · Reinforcement shall be supported properly throughout the placement to maintain its position equidistance from . the top and bottom surface of the slab . · · If the slopes and bottom of the trench for toe walls are dry and not consolidated properly, the Engineer may require the ent ire area to be sprinkled, or sprinkled and consolidated before the concrete is placed . All surfaces shall be moist when concrete is placed . After the concrete has been placed , compacted , and shaped to conform to the dimensions shown on the plans, and after it has set suffic iently to avoid slumping, the surface shall be finished with a wooden float to secure a reasonably smooth surface . 3. PAYMENT: Payment for concrete riprap in place shall be made at the unit price bid in the Proposal multiplied by the quantity of material used . Bid price will be full compensation for placing all materials, and for all labor, tools, equipment, and incidentals necessary to complete the work . ASC-28 PART DA -ADDITIONAL SPECIAL CONDITIONS Payment for all necessary excavation below natural ground , and bottom or slope of the excavated channel will be included in the bid price. DA-41 CONCRETE CYLINDER PIPE AND FITTINGS Concrete cylinder pipe on this project shall be Class 150 AW.WA C-303 pretensioned concrete cylinder pipe or Class 150 AWWA C-301 prestressed concrete cylinder pipe as specified on the plans and manufactured in accordance with Material Standard E1-4 contained in the General Contract documents. Payment for work such as backfill, bedding, blocking , excavation and all other associated appurtenances; required, shall be included in the Linear Foot price of the pipe and lump sum for the pipe fittings in the appropriate BID ITEM(S). DA-42 CONCRETE PIPE FITTINGS AND SPECIALS Bidders shall submit the following for C-303 pre-tensioned concrete cylinder pipe to be installed on this project: 1. A complete list of fittings and specials upon which the lump sum is bid. 2. Provide a unit price indicating the cost for furnishing and installing each of the various items of fittings and specials. The lump sum as bid in the Proposal shall be payment in full for all fittings and specials necessary for the construction of the project as designed. Payment for the installation of the pipe fittings, specials, and random lengths shall be included. Should the Engineer approve any changes to the fittings, specials or random pipe lengths listed as justifying the amount bid in the Proposal , the price submitted with the Proposal shall be used to determine the increase or decrease in the value of the lump sum of the Proposal, and the Contractor shall be paid on the basis of this adjusted value under that bid item. DA-43 UNCLASS.IFIED STREET EXCAVATION Not Used . DA-44 6" PERFORATED PIPE SUBDRAIN Not Used . DA-45 REPLACEMENT OF 4" CONCRETE SIDEWALKS This item shall include the removal and replacement of existing concrete sidewalk due to failure or in situation where curb and gutter. is replaced to adjust grades to eliminate ponding water with same day haul-off of the removed material to a suitable dumpsite. For specifications governing this item see Item No . 104 "Removing Old Concrete", and Item No. 504 "Concrete Sidewalk and Driveways". The unit price bid per square yard shall be full compensation for all labor, material, equipment, supplies , and incidentals necessary to complete the removal and replacement work. DA-46 RECOMMENDED SEQUENCE OF C9NSTRUCTION Not Used. DA-47 PAVEMENT REPAIR IN PARKING AREA The unit price bid under appropriate BID ITEM(S) of the Proposal shall cover all cost for providing pavement repair equal to or superior in composition , thickness , etc., to existing pavement. All required paving cuts shall be made with a concrete saw in a true and straight line on both sides of the trench, a minimum of twelve (12) inches outside the trench walls. The trench shall be backfilled and the top nine (9) inches shall be filled with ASC-29 PART DA -ADDITIONAL SPECIAL CONDITIONS crushed limestone base material , compacted and level with the finished adjacent surface . This finished grade shall be maintained in a serviceable condition until the paving has been replaced . DA-48 EASEMENTS AND PERMITS Easements and permits, both temporary and permanent, have been secured for this project at this time and made a part thereto . Any easements and/or permits, both temporary and permanent, that have not been obtained by the time of publication shall be secured before construction starts . No work is to be done in areas requiring easements and/or permits until the necessary easements are obtained . The Contractor's attention is directed to the easement description and permit requirements , as contained herein , along with any special conditions that may have been imposed on these easements and permits . Where the pipeline crosses privately owned property , the easements and construction areas are shown on the plans . The easements shall be cleaned up after use and restored to their original conditions or better. In the event additional work room or access is required by the Contractor, it shall be the Contractor's responsibility to obtain written permission from the property owners involved for the use of additio,:ial property required. No additional payment will be allowed for this item. DA-49 HIGHWAY REQUIREMENTS Not Used. DA-50 CONCRETE ENCASEMENT Concrete encasement shall be Class E (1500 psi) concrete and for sewer line encasements shall conform to Fig . 113 ; for water line encasements it shall conform to Fig . 20 of the General Contract Documents. Requirements for such encasement are specified in Sections E1-20 and E2-20 of the General Contract Documents. · Payment for work such as forming, placing , and finishing including all labor, tools, equipment and material necessary to complete the wo rk shall be included in the linear foot price bid for Concrete Encasement. · ' · · DA-51 CONNECTION TO EXISTING STRUCTURES All connectior:is between proposed anq existing facilities, shall consist of a watertight seal. Concrete used in the connection shall be Class A (3000 psi) concrete and meet the requirements of Section E1-20 and E2-20 of the General Contract Documents . Pr ior . to concrete placement, a gasket, RAM-Nek or approved equal shall be instaUed around penetrating pipe . Payment for such. work as connecting to existing faciliti~s including all labor, tools , equipment, and material . necessary to complete the work.sh<:111 .be ir,cluded in the line~r foot price of the appr9priate pipe BID ITEM. .. . . .. · . . ' . . ~ . . . . . .• . ... . . .. . .. .. . . ·· DA-52 . TURBO METER WITH VAUI.. T AN.D BYPAS~ INSTALLATION Not U~ed . DA-53 . QPEN FIRE LIN .E INSTALLATIQNS Not Used . . DA-54 WATER SAMPLE STATI.ON .GENERAL: All water sampling station installations will be per attached Figure 34 or as required in large water meter vaults as per Figure 33 unless otherwise directed by the Engineer. ASC-30 PART DA -ADDITIONAL SPECIAL CONDITIONS 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 at the Field Operations Warehouse . PAYMENT FOR FIGURE 34 INSTALLATIONS: Payment for all work and materials necessary for the installation of the 3/4-inch. type K copper service line will be shall be included in the price bid for copper Service Line from Main to Meter. Payment for all work and materials necessary for the installation tap saddle (if required), corporation stops, and fittings shall be included in the price bid for Service Taps to Main. Payment for all work and materials necessary for the installation of the sampling station, concrete support block, curb stop, fittings, and an incidental 5-feet of type K copper service line which are required to provide a complete and functional water sampling station shall be included in the price bid for the water main . PAYMENT FOR FIGURE 33 INSTALLATIONS: Payment for all work and materials necessary for the installa.tion tap saddle, gate valve, and fittings shall be included in the price bid for Service Taps to Main. · Payment for all work and materials necessary for the installation of the sampling station, modification to the vault, fittings, and all type K copper service line which are required to provide a complete and functional water sampling station shall be included in the price bid for Water Sample Stations. · · ' DA-55 CURB ON CONCRETE PAVEMENT Standard Specification Item 502 shall apply except as herein modified . INTEGRAL CURB: Integral curb shall be constructed along the edge of the pavement as an integral part of the slab and of the same concrete as the slab. The concrete for the curb shall be deposited not more than thirty (30) minutes after the concrete in the slab. SUPERIMPOSED CURB : Concrete shall have a minimum compressive str~ngth of three thousand (3,000) pounds per square inch at twenty-eight (28) days. The quantity of mixing water shall not exceed seven (7) U.S . gallons per sack (94 lbs.) of Portland Cement. The slump of the concrete shall not exceed three (3) inches. A minimum cement content of five (5) sacks of cement per cubic yard of concrete is required. PAYMENT: Payment shall be made for cutting and replacing curbs and gutters required in this Project under the appropriate bid item and sha.11 be in compHance with Public Works Department standard requirement Item 502. DA-56 SHOP DRAWINGS 1. Submit seven (7) copies of shop drawings, layouts, manufacturer's data and material schedules as may be required by the Engineer for his review. Submittals may be checked by and stamped with the approval of the. Contractor and identified as the Engineer may require . Such review by the Engineer shall include checking for general conformance with the design concept of the project and general compliance with information given in the General Contract Documents. Indicated actions by the Engineer, which may result from his review, shall not constitute concurrence with any deviation from the plans and specifications unless such deviations are specifically identified by the method described below, and further shall not relieve the Contractor of responsibility for errors or omissions in the submitted data. Processed shop drawing submittals are not change orders: · The purpose of submittals by the Contractor is to demonstrate that the Contractor understands the design concept,, and that he demonstrates his understanding by indicating which equipment and materials he intends to furnish and install, and by detailing the fabrication and installation methods he intends to use. If deviatioris. discrepancies or conflicts between submittals and the design drawings and/or specifications are discovered ; either prior to or after submittals are processed, the design drawings and specifications shall govern .. The Contractor shall be responsible for dimensions which are to be confirmed and correlated at the job site, fabrication processes and techniques of constriction, coordination of his work with that of other trades and satisfactory performance his work. The Contractor shall check and verify all measurements and review ASC-31 PART DA -ADDITIONAL SPECIAL CONDITIONS submittals prior to being submitted, and sign or initial a statement included with the submittal , which signifies compliance with plans and specifications and dimensions suitable for the application. Any deviation from the specified criteria shall be expressly stated in writing in the submittal. Three (3) copies of the approved submittals shall be retained by the Contractor until completion of the project and presented to the City in bound form . 2. Shop drawings shall be submitted for the following items prior to installation: List the required submittals here Additional shop drawing requirements are described in some of the material specifications. 3. Address for Submittals -The submittals shall be addressed to the Project Manager: (Project Manager) City of Fort Worth 1000 Throckmorton Fort Worth, TX 76102 DA-57 COST BREAKDOWN Not Used. DA-58 STANDARD STREET SPECIFICATIONS H.M.A.C. OVERLAY Not Used . DA-59 H.M.A.C. MORE THAN 9 INCHES DEEP Not Used. DA-60 ASPHALT DRIVEWAY REPAIR Not Used . DA-61 TOP SOIL Not Used . DA-62 WA,:ER METER AND METER BOX RELOCATION AND ADJUSTMENT This item shall include raising or lowering an existing meter box to the parkway grade specified No payment will be made for adjusting existing boxes which are within 0.001 feet of specified parkway grade. The unit price bid shall be full and sufficient payment for all labor, equipment and materials used in the adjustment of the meter box . DA-63 BID QUANTITIES . Not Used . DA-64 WORK IN HIGHWAY RIGHT OF WAY When the Engineer directs the Contractor to perform work in the right-of-way which is under the jurisdiction of the Texas Department of Transportation (TxDOT), the Contractor shall obtain approval from the Texas Department of Transportation prior to commencing any work there in. All work performed in the Tex-Dot right-of- way shall be performed in compliance with and subject to approval from the Texas Department of ASC-32 PART DA -ADDITIONAL SPECIAL CONDITIONS Transportation and Item E2-29 .1 "Construction W ith in Highway Right-of-Way" of the General Contract Documents and Specifications , effective July 1, 1978, as amended. DA-65 CRUSHED LIMESTONE (FLEX-BASE) Crushed limestone required for use as a flexible base material shall conform to Specification Item No. 208 of the Standard Specifications for Street and Storm Dra in Construction for the City of Fort Worth Transportation and Publ ic Works Department. DA-66 OPTION TO RENEW Not Used . DA-67 NON-EXCLUSIVE CONTRACT This contract is non-exclusive. During the term of this contract or any renewal hereof, the City reserves the right to advertise and award another contract for like or similar work. If a second contract is awarded, the City further reserves the right to issue work orders under either contract as it deems in its best interest, without recourse . DA-68 CONCRETE VALLEY GUTTER This item shall include the repair/replacement of existing concrete valley gutters as directed by the Engineer. The proposed valley gutters will be constructed according to the detail included in these documents as well as conforming to Specification Item No . 314 of the Standard Specifications for Street and Storm Drain Construction for the City of Fort Worth Transportation and Public Works Department. The unit price bid for this item shall be full compensation for all materia ls (including applicable sub-base), labor, equipment and incidentals necessary to complete the work. DA-69 TRAFFIC BUTTONS Not Used. DA-70 PAVEMENT STRIPING Not Used . DA-71 H.M.A.C. TESTING PROCEDURES The contractor is required to submit a Mix Design for both Type "B" and "D " asphalt that will be used fo r each project. This should be submitted at the Pre-Construction Conference. This design shall not be more than two (2) years old . Upon submittal of the design mix a Marshal (Proctor) will be calculated , if one has not been previously calculated, for the use during density testing . For type "B" asphalt a maximum of 20% rap may be used. No Rap may be used in type "D" Upon approval of an asphalt mix design and the calculation of the Marshal (proctor) the contractor is approved for placement of the asphalt. The contractor shall contact the City Laboratory, through the inspector, at least 24 hours in advance of the asphalt placement to schedule a technician to assist in the monitoring of the number of passes by a roller to establish a rolling pattern that will provide the required densities. The required Density for Type "B" and for Type "D" asphalt will be 91 % of the calculated Marshal (proctor). A Troxler Thin Layer Gauge will be used for all asphalt testing . After a rolling pattern is established , densities should be taken at locations not more than 300 feet apart. The above requirement applies to both Type "B" and "D" asphalt. Densities on type "B" must be done before Type "D" asphalt is applied . ASC-33 PART DA -ADDITIONAL SPECIAL CONDITIONS Cores to determine thickness of Type "B " asphalt must be taken before Type "D" asphalt is applied . Upon completion of the application of Type "D" asphalt additional cores must be taken to determine the applied thickness . DA-72 SPECIFICATION REFERENCES When reference is made in these specifications to a particular ASTM, AWWA, 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 PREVENTOR/CONTROL VALVE AND BOX The relocation and reconnection of sprinkler system control valve and box 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. A minimum of twenty-four (24) hours advance notice shall be given when service interruption will be required . When the relocation is required, separate payment will be allowed for the relocation of sprinkler back-flow preventer or control valve and box. Payment for all work and material such as back-fill, fittings, five (5) feet of PVC Schedule 40 and all material labor, and equipment used by and for the licensed plumber shall be included in the price bid for the relocation of sprinkler back-flow preventer or control valve and box. All other costs will be included in other appropriate bid item(s). DA-74 RESILIENT-SEATED GATE VALVES Any resilient-seated gate valves supplied for this contract shall conform to Material Standard E1-26, STANDARD SPECIFICATIONS FOR RESILIENT-SEATED GATE VALVES, with the exception of size requirements in sections E-26.1. All resilient-seated gate valves shall be mechanical joints and be approved on the City of Fort Worth Standard Product List. DA-75 EMERGENCY SITUATION, JOB MOVE-IN The Owner or Engineer shall determine when an emergency situation shall exist. When water emergency work is required, the Contractor shall mobilize to the said location within twenty-four (24) hours after given notification from the Inspector and/or Project Manager. The Contractor shall make all necessary arrangements for bypass pumping, setting up barricades, notifying citizens, etc., while waiting for other utilities to be located as directed by the Engineer. The Contractor shall work continuously until the emergency work order has been completed at a time agreed to by the Project Manager, Inspector, and Contractor. After the emergency work order has been completed, there will be no additional "Job Move-In" charges paid to remobilize back to the previous project location site . DA-76 1 Yz" & 2" COPPER SERVICES The following is an addendum to E1-17, Copper Water Service Lines and Copper Alloy Couplings: All fittings used for 1 %" and 2" water services lines shall be compression fittings of the type produced with an internal "gripper ring" as manufactured by the Ford Meter Box Co ., Inc., Mueller Company , or approved equal. Approved equal products shall submit shop drawings and manufacturer's catalog information for approval. Contractor shall make all cuts to the copper tubing with a copper tubing cutter tool specifically designed for this purpose in order to provide a clean , square cut. The use of hacksaws or any other type of cutter will not be allowed . Prior to installing the compression fittings, the copper tubing will be made round by the use of a "rounding tube" specifically made for that purpose. ASC-34 PART DA -ADDITIONAL SPECIAL CONDITIONS Payment for all work and materials associated with 1 % " and 2" copper services shall be included in the price of the appropriate bid item . DA-77 SCOPE OF WORK (UTIL. CUT) Not Used . DA-78 CONTRACTOR'S RESPONSIBIL TY (UTIL. CUT) Not Used. DA-79 CONTRACT TIME (UTIL. CUT) Not Used . DA-80 REQUIRED CREW PERSONNEL & EQUIPMENT (UTIL. CUT) Not Used. DA-81 TIME ALLOWED FOR UTILITY CUTS (UTIL. CUT) Not Used . DA-82 LIQUIDATED DAMAGES (UTIL. CUT) Not Used. DA-83 PAVING REPAIR EDGES (UTIL. CUT) Not Used . DA-84 TRENCH BACKFILL (UTIL. CUT) ·Not Used . DA-85 CLEAN-UP (UTIL. CUT) Not Used. DA-86 PROPERTY ACCESS (UTIL. .CUT) Not Used. DA-87 SUBMISSION OF BIDS (UTIL. CUT) Not Used . DA-88 STANDARD BASE REPAIR FOR UNIT I (UTIL. CUT) Not Used . DA-89 CONCRETE BASE REPAIR FOR UNIT II & UNIT Ill (UTIL. CUT) Not Us'3d . DA-90 2 TO 9 H.M.A.C. PAVEMENT (UTIL. CUT) Not Used . ASC-35 PART DA -ADDITIONAL SPECIAL CONDITIONS DA-91 ADJUST WATER VALVE BOXES, MANHOLES, AND VAULTS (UTIL. CUT) Not Used . DA-92 MAINTENANCE BOND (UTIL. CUT) Not Used. DA-93 BRICK PAVEMENT (UTIL. CUT) This item shall include: 1. Removal and salvage of existing brick pavers for the purpose of relaying, in such a manner that no damage occurs during handling of the brick. 2. Supply additional brick pavers as necessary that meets size, shape and color of existing brick, as approved by engineer. 3. Mortar bed shall be leveled to the desired elevation, as directed by Engineer and shall not be disturbed in any way. The mortar setting bed shall consist of: a. 1 part Portland cement -ASTM C150, Type 1 b. 1/4 part hydrated lime by volume -ASTM C207, Type 5 c . 3 parts damp sand -ASTM C-144 (for high-bond mortar, gradation in accordance with additive manufacturer's recommendation) d. Add water to obtain stiff mix -water shall be potable quality The dry joint filler shall consist of: a. 1 part Portland cement -ASTM C 150, Type 1 b. 6 parts dry sand -ASTM C-144 c. Do not add water High bond mortar mix shall consist of: a. 1 sack Portland cement -ASTM C150, Type 1 b. 50 pounds workability additive -"A" Marble Dust by Armco Steel Corp., Piqua Quarries, or Ute Dolomite Limestone by U.S. Lime Division of Flintkote Corp., or Micro Fill No./2 by Pure Stone Co., of Marble. Falls , Texas. c. 3 1/4 cubic feet of sand -ASTM C-144 d. 4 gallons of high bond additive -Sarabond Liquid Mortar Additive by the Dow Chemical Co . e. Mix with water in accordance with High Bond Additive manufacturer's recommendations Concrete surfaces to receive pavers shall be dry, clean fee of oily or waxy films and firm and level. Pavers with chips, cracks, or voids shall not be used . The setting bed mixture shall be spread and screeded to a true plane and shall be limited to that amount that can be covered with pavers before initial set. DA-94 LIME STABILIZED SUBGRADE (UTIL. CUT) Not Used. DA-95 CEMENT STABILIZED SUBGRADE (UTIL. CUT) Not Used. ASC-36 PART DA -ADDITIONAL SPECIAL CONDITIONS DA-96 REPAIR OF STORM DRAIN\ STRUCTURES (UTIL. CUT) Not Used. DA-97 "QUICK-SET" CONCRETE (UTIL. CUT) Not Used . DA-98 UTILITY ADJUSTMENT (UTIL. CUT) Not Used . DA-99 STANDARD CONCRETE SIDEWALK AND WHEELCHAIR RAMPS (UTIL. CUT) Not Used . DA-100 Not Used . DA-101 Not Used . DA-102 LIMITS OF CONCRETE PAVEMENT REPAIR (UTIL. CUT) CONCRETE CURB AND GUTTER (UTIL. CUT) PAYMENT (MISC. REPL.) Because of the unique nature of this contract, C8-8.5 PARTIAL ESTIMATES AND RETAINAGE of the General Conditions shall not apply and shall be superseded by the following : (Please initial below) Whenever the improvements prescribed by an individual Work Order have been completed, the Contractor shall notify the Engineer. The Engineer or other appropriate official of the Owner will , w ith in a reasonable time, perform the inspections. If such inspection reveals that the improvements are in an acceptable condition and have been completed in accordance with the terms of the Contract Documents and all approved modifications thereof, the Engineer will recommend acceptance of the work under that particular Work Order and recommend payment therefore . If the Engineer finds that the work has not beeri completed as required , he shall so advise the Contractor in writing, furnishing him an item ized list of all known items which have not been completed or which are not in an acceptable condition . When the Contractor has corrected all such items, he shall again notify the Engineer that the improvements are ready for inspection , and the Engineer shall proceed as outl ined above. Whenever the improvements prescribed by the individual Work Order have been completed and all requirements of the Contract Documents have been fulfilled on the part of the Contractor, an estimate showing the value of the work will be prepared by the Engineer as soon as the necessary measurements , computations, and checks can be made. The amount of the estimate will be paid to the Contractor after acceptance by the Water Department Director, provided the Contractor has furnished to the Owner satisfactory evidence of payment as follows : Prior to submission of the estimate for payment, the Contractor shall execute an affidavit , as furnished by the City , certifying that all persons, firms, associations, corporations , or other organizations furnishing labor and/or materials under that Work Order have been paid in full , that the wage scale established by the City Council in the City of Fort Worth has been paid, and that there are no claims pending for personal injury and/or property damages. ASC-37 PART DA -ADDITIONAL SPECIAL CONDITIONS The acceptance by the Contractor of the individual payment as aforesaid shall operate as and shall release the Owner from all claims or liabilities under the Contract for anything done or furnished or relating to the work under that Work Order or any act or neglect of said City relating to or connected with the Contract. The making of the payment by the Owner shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. Bidder's Initials-------- DA-103 DEHOLES (MISC. REPL.) The Contractor excavates for existing water and/or sanitary sewer main as detailed by work order together with a sketch. The location and dimensions shown on the plans relative to other existing utilities are based on the . best 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 of, existing underground utilities. It shall be the Contractor's responsibility to verify locations of adjacent and/or conflicting utilities sufficiently in advance of construction in order that he may negotiate such local adjustments as necessary in the dehole process to provide adequate clearances . The Contractor shall take all necessary precautions in order to protect all services encountered. Any damage to utilities resulting from the Contractor's operations, shall be restored at his expense. Payment for work such as backfill and all other associated appurtenants required, shall be included in the price of the appropriate bid item . DA-104 Not Used. DA-105 CONSTRUCTION LIMITATIONS (MISC. EXT.) PRESSURE CLEANING AND TESTING (MISC. REPL.) Care shall be taken to keep all water extensions clean and free from foreign objects. Chlorinated lime shall be placed in the first joint of pipe of the extension and upon completion of the pipe laying, water shall be introduced slowly for sterilization, after which the extension shall be thoroughly flushed with clean water. Risers shall be installed, as directed by the Engineer, for flushing and for providing sample points for bacteria tests. -The water main extensions of the project shall be tested under normal line pressure and any leaks observed shall be immediately repaired . ./ / DA-106 BID QUANTITIES (MISC. REPL.) Bid quantities of the various items in the proposal are for comparison only and may not reflect the actual quantities. There is no limit to which a bid item can be increased or decreased. Contractor shall not be entitled to renegotiation of unit prices regardless of the final measured quantities. To the extent that C4-4 .3 conflicts with this provision, this provision controls. No claim will be considered for lost or anticipated profits based upon differences in estimated quantities versus actual quantities. DA-107 LIFE OF CONTRACT (MISC. REPL.) It is contemplated that Work Orders will be issued to the Contractor for work to be performed under this Contract for not to exceed 365calendar days following the date of the Contract nor to exceed the limit of the bid price, whichever should occur first. The Contractor shall be required to complete any work covered by a Work Order issued prior to that date of term ination but will not be required to accept any work order for execution dated after that date of termination . If the cost of the work performed under this Contract is less than the limit of the bid ASC-38 PART DA -ADDITIONAL SPECIAL CONDITIONS price at the end of the 365 calendar day period , at the City's option and the Contractor's concurrence , the Project may be extended to the lim it of the bid price . DA-108 DETERMINATION AND INITIATION OF WORK (MISC. REPL.) The Engineer shall determine and des ignate to the Contractor the location of the service main requinng replacement by a Work Order together with a sketch for each such replacement, giving the limits, size and nature of work required . The Engineer w ill notify the Contractor that a Work Order is ready and fax the Contractor a copy of the Work Order notification. The Contractor is to provide his fax number to the Engineer at the pre-construction conference. Single or several Work Orders may be issued at one time. The Contractor shall initiate work on a replacement within seven (7) working days of the date the Work Order is faxed to the Contractor, and continue work on the Work Order until it has been completed, not including paving . The Contractor shall furnish and supply sufficient equipment and personnel to complete the Work Order in the amount of time provided for in the Work Order. Should the Contractor fail to start any Work Order within the time specified, he shall add the necessary work crews and equipment to prosecute the work to complete the Work Order or Work Orders in the time provided therefore . DA-109 WORK ORDER COMPLETION TIME (MISC . REPL.) Should the contractor fail to complete an individual work order in the given amount of calendar days as specified on each individual work order, liquidated damage charges as prescribed in Part C -General Conditions C7-7 .10 Time of Completion will be subtracted from the final pay estimate of that particular work order. The estimated amount for each particular work order will be used for determining the amount of damages charged per calendar · day of time exceeding the specified amount. The first two paragraphs of Part C -General Conditions C7-7 .10 Time Of Completion shall be replaced with the following : The time of completion of each individual work order in an essential element of this contract. Each work order issued will have the maximum allowed number of calendar days allowed for the completion of that specific work. DA-110 MOVE IN CHARGES (MISC. REPL.) A Work Order may contain one or more locations. One move-in fee will paid to the contractor per Work Order issued. Locations for multiple sites per Work Order will be in the same general vicinity , if possible, and if so , only one mobilization charge will be pa id. When water and sewer work are required only the water move in fee will be pa id. At no t ime will both fees be paid for one specific location. · DA-111 PROJECT SIGNS (MISC. REPL.) Project Signs are required at all locations which will be under construction for more than thirty (30) calendar days as indicated in Part B Proposal. Project Signs shall be in accordance with Figure 30 (dated 9-18-96) of the General Contract Documents. The signs may be mounted on skids or on posts. The exact locations and methods of mounting shall be approved by the engineer. Any and all costs for the required materials , labor, and equipment necessary for the furnishing of Project Signs shall be considered as a subsidiary cost of the project and no additional compensation will be allowed . · · DA-112 LIQUIDATED DAMAGES (MISC. REPL.) The Contractor shall pay liquidated damages of one hundred dollars ($100 .00) per day per Work Order, for failure to begin a Work Orde r within the seven (7) working days of the date the Work Order is faxed to the Contractor. Failure to complete project within the stipulated construction time on the Work Order, the Contractor will pay liquidated damages in the amount stipulated in these contract documents. ASC-39 - - PART DA -ADDITIONAL SPECIAL CONDITIONS DA-113 TRENCH SAFETY SYSTEM DESIGN (MISC. REPL.) Because of the unique nature of this contract, the number of trench safety system designs required is not known at the time bids are received. While the contractor is still bound by the latest version of the U.S. Department of Labor, Occupational Safety and Health Administration Standards, 29 CFR Part 1926, Subpart P-Excavations as detailed in D-26 Trench Safety System, it is the City's intention that all costs incurred by the Contractor in acquiring trench safety designs be included in the unit price bid for Job Move in . DA-114FIELD OFFICE Not Used. DA-115 BRICK PAVEMENT REPAIR (MISC. REPL.) Contractor shall take all precautions to carefully remove all existing brick pavers. The brick pavers shall be handled with extreme care to avoid chipping and/or breaking of pavers. Until installed, they shall be cleaned · and neatly stacked on pallets (not to exceed 3 feet in height). If necessary, all new brick pavers used on this project shall meet the specifications for ASTM C1272. The brick shall be a Type F heavy vehicular paving brick a minimum 2 5/8" thick, with spacer nibs or lugs, and match the existing brick in size, shape, and color. · The brick pavers will be set on a %-inch sand/cement bedding mixture. The sand used shall conform to ASTM C33 excluding all stone screenings that may pass the C33 sieve analysis. The cement sand ratio shall be 1 sack of cement per 1 CY of sand or as directed by the Engineer. Filter fabric 12-inches wide will be installed over every construction, and/or expansion joint as well as all vertical surfaces. Once the brick pavers have been installed they will be vibrated into the sand bed. Sand conforming to C33 will then be swept into joints and vibrated again . All brick shall be installed per the manufacturer's recommendations. The resulting repair shall provide a smooth driving surface and match all applicable street grades, cross slopes, and crowns. · The price bid per linear foot for "BRICK PAVEMENT REPAIR" as shown in the Proposal will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. QA-116 FLOWABLE FILL (MISC. REPL.) .· 1. Description: The flowable fill material shall be mixed on site, free flowing and self-leveling and shall have a . consistency enabling it to fill all voids ~ithout tamping, vibrating or compacting. Material shall be capable of supporting foottraffic in less than .twenty (20) minutes after the pour reaches finished grade and shall be ready to receive a concrete cap in less than eighty (80) minutes, regardless of site and weather conditions . The flowable fill material shall have an in place density of not less than 95 and not more than 115 lbs./cu. ft., . with a maximum twenty-eight (28) day compression strength of not less than 60 and not more than 85 PSI allowing the material to be removed with hand tools such as picks and shovels. The height of free fall of the flowable fill shall not exceed four (4) feet. · 2. Material Specifications: Flowable fill shall consist of: A. An appropriate amount of Portland Cement meeting ASTM C-150 (with other additives as necessary). B. Aggregates meeting ASTM C-33 C. Sand or fine aggregates as per City of Ft. Worth Standard Specifications for Street and Storm Drain Construction Item 406 D. Flyash, Class C or F, meeting ASTM C-618 ASC-40 PART DA -ADDITIONAL SPECIAL CONDITIONS E. Admixtures 1) Mineral admixtures will be pozzolanic 2) Chemical admixtures shall be in liquid or powder form used in standard ready-mix concrete products unless specifically designed for flowable fill. Permissible types of admixtures are : a. High air generators, as manufactured by Grace Construction Products or approved equal, which are specifically designed for flowable fill to lower unit weights, reduce shrinkage and subsidence, and control compressive strength . b. Air entraining admixtures conforming to ASTM C-260. c. High range water reducers conforming to ASTM C-494 Type F or G. d. Accelerating admixtures qonforming to ASTM C-494, Type C. QA~HttRA~f1c~~·oNtRof.PLAN 1. Non-chloride, non-corrosive accelerators used where metals are present in concrete or embedded members. 2. Calcium chloride. ·· . i{affic'.'c6nfrq(sH~1i ',be{in ::~qcor~aficij'.witfr itei'n,·, p~s of the · Spe'Gial.Con·~itiqns. DA-118 COORDINATION OF WORK WITH CONTRACTOR FOR OTHER UNITS Not Used. DA-119 CONTRACT AWARD Bid quantities of the various items in the proposal are for comparison only and may not reflect the actual quantities. There is no limit to which a bid item can be increased or decreased. Contractor shall not be entitled to renegotiation of unit prices regardless of the final measured quantities. To the extent that C4-4 .3 conflicts with this provision, this provision controls , No claim will be considered for lost or anticipated profits based upon differences in estimated quantities versus actual quantities. Total quantities given in the bid proposal may not reflect actual quantities; however, they are given for the purpose of bidding and awarding the contract. A contract in the amount of$ 2 ,000 ,000 ($1 ,000,000 for water and $ 1,000,000 for sewer) shall be awarded with final payment based on actual measured quantities and the unit price bid in this proposal. Moreover, there is to be no limit on the variation between the estimated quan.tities s~own and actual quantities performed. · It is understood and agreed that the scope of work contemplated in this contract is that which is designated by · the City but will in no case exceed ~ 2 ,000 ,000 ($ 1,00.0,000 for water and $ 1,000,000 for sewer).' · .. . ' ,· '.. ; : ASC-41 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. 2. All horizontal blocking, cradle blocking, and vertical tie-down blocking to be in accordance with Fig.(s) 9, 10, and 1 lofthe 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 Kristian Sugrim Scott Neystel Fort Worth Transportation & Public Works Light and Signal Division Dwayne Cox Roger Martin Fort Worth Transportation & Public Works (Storm Drain locates) 817-212-2649 or 817-925-2271 817-212-2642 or 817-994-8663 817-871-8100 817-871-8100 Gordon Couch 817-871-8100 Lone Star Gas Company Texas Utility Service Company Southwestern Bell Telephone Company Texas One Call-Fiber Optics Location (MCI, AT&T, Sprint, etc.) Marcus Cable T.V. Metro (214) 263-3444 336-2328 Enterprise 9800 1-800-245-4545 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 .... , ..... :·. :·\ .. ·-· . ·. .. SECTION E SPECIFICATIONS JANUARY 1, 1978 All materials , construction methods and procedures used in this project shall conform to Sections El, E2, and E2A of the Fort Worth Water Department General Contract Documents and General Specifications; together with any additional material specification(s), construction(s) or later revision(s). (See revisions lis t ed 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: El-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 compaction by wetting (b) Material , meeting requirement and having a PI of 9 or mo re shall be considered for use only with mechanical compaction E2-2.11 Trench Backfill: (Correct minimum compaction requirement wherever it appears. in this section to 95% Procter density except for paragraph a.I. where the "95% modified Procter density" shall remain unchanged). MINIMUM s• INlllAl:--....,--.-- TYPE •<t" BACKAU.. SEE SPEC. E1-2.4 G.C.D. BACKFIU.. COVER ,.,...,.,__ SAND MA TERJAL EMBEDMENT & INITIAL BACKAU.. . . SEE SPEC. E1-2.3 G.C.O. WATER: SIZES UP TO AND INCLUDING 12" ·· '·· TYPE •c-BACKALL SEE SPEC. E1-2.4 G.C.D. ·-~-CRUSHED STONE OR SANO MATERIAL. INITIAL BACKFlll. · SEE SPEC. E1-2.4(b) OR E1-2.3 G.C.D. MINIMUM s•---++=++.,,.,...........,.....-.1 EMBEDMENT -=-,-,~,-,-,-----'--r-,--r-"-'I ·-----CRUSHED STONE SAND GRAD A TlON •LESS lHAN 1°" PASSING #200 SIE\£ •P.I. -10 OR LESS CRUSHED STONE GRADATION SIEVE SIZE % RETAINED . 1· . · 0-10 ~75 55-90 ·: 90-100 95-100 MATERIAL SPECIFICATIONS SEE SPEC. E1-2.3 G.C.D. 1HE EMBEDMENT AND BACKFIU.. DETAILS PROVIDED ON 1H1S SHEET SHAll. REPLACE APPROPRIA 1E PROVISIONS OF 801H 1HE E1-2.4(b) AND E1-2.3 OF 1HE G.C.D. AND SlD. SPEC. llEM 402 OF 1HE TPW STANDARD SPECIACATIONS FOR SlREET & STORM DRAIN CONSTRUCTION. All. OTHER PROVISIONS OF THESE ITEMS SHAll. APPLY. . WATER, .. SEWER & STORM . DRAlN. EMBEDMENT . AND BACKFILL : DETAILS . CITY OF FORT WORTH ~coNSTRUCTION STANDARD FIGURE A DATE:2-19-02 ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH THE ·CITY OF FORT WORTH STANDARD SPECIFICATIONS FOR STREET AND STORM . DRAIN ·. CONSTRUCTION EXISTING . CURB· . . . & GUTTER EXISTING BRICK PAVEMENT DOWEL · EXISTING BASE NOTES: . CIF ANY> 1. REINFORCED CONCRETE BASE . i-1 SHALL BE ' REPLACED ro 'ORIGINAL DITCH ' WALL DEPTH OR TO A MINIMUM · DEPTH OF · 5" 1 . WHICHEVER IS GREATER. CONCRETE ' SHALL BE CLASS · ''A'' · PER CITY Of' FORT WORTH STANDARD. . . 2.R8NFORCEMENT OF CONCRETE MUST MEET CITY STANDARD OR MATCH EXISTING, WHICHEVER IS GREATER. .3. PLACE · 6" OF 2:27 CONCRETE AS SHOWN . 1" OF REINFORCl::D CONCRETE MAY BE . SUBSTITUiED FOR EVERY 2" OF 2:27 CONCRETE. I i I I PIPE · I DOWEL . MORTAR BED SEE SPEC. I I t I I 1 S:::lllll~I . _..,-In.I:'~---------.,._ 4. FLOWABLE FILL IS REQUIRED TO BACKFILL ALL TRENCHES IN DOWNTOWN STREETS,AND OPTIONAL IN OTHER AREAS BACKFILL SHALL MEET , · SPECIFIED · . ITEM 402 OF · THE . STANDARD .SPECIFICATIONS FOR STREET AND STORM DRAIN. CONSTRUCTION, CITY OF FORT • WORTH . ' EXISTING CURB 8c GUTTER 'i7 5. EXISTING BRICK SHALL BE . REMOVED . · . CAREFULLY TO AVOID DAMAGE. DAMAGED · BRICK. IS TO BE REPLACED WITH UNDAMAGED BRICK TO MATCH ADJAGENT BRICK . I . TYPICAL SECTION -TRENCH REP AIR TYPICAL BRICK SURF ACE & REINFORCED CONCRETE BASE .. ! RECOM~tNo~q BY:~.a.:B.U DATE:Z/1s\o\ GEORGE A.BEHMANtSH, ASSIST ANT DIRECTOR, TPW Rev. FORT WORTH ~ W· . CITY OF FORT WORTH, TEXAS TRANSPORTATION/PUBLIC WORKS ENGINF.FRINr. f)IVl~ION · APPROVED BY: -------DATE:---- HUGO MALANGA DIRECTOR, TPW . NOTES ; • 1.THE FOUR SIDES OF THE CUT SHALL BE NEATLY SAWED WITHOUT ROUGH CURB 8r GUTTER ·ASPHALT PAVEMENT · SPOT REPAIR . 5'MIN. . ' EDGES . ' . -===;;jaamm=========r, =:,;;;;;;;;;=:=r========-----m==r-··--··· -·-· . 2. ANY REMAINING .PAVEMENT BETWEEN 1 · . SPOT REPAIRS MUST BE A MINIMUM . · : OF 5' IN ALL DIRECTIONS. 1 5'MIN. t I I I UN LE • I I I I I I ·I I I -c-· I I I . UN4c I I 5'MIN. CURB 8r GUTTER . TYPICAL 28' WIDE PAVEMENT . REC_OMMENDED 'ay~ /A.J?,~ DATE:2.,{ 1slo \ GEORGE A:BEHMANESH, ASSIST ANT DIRECTOR, TPW Rev. CITY OF FORT WORTH, TEXAS TRANSPORT A Tl ON/PUBLIC WORKS 5'.MIN. u I . I I I I . 25' ASPHALT 28' .. ----,. I ·I I I . I .1 APPROVED BY: -----DATE: --- HUGO MALANGA . DIRECTOR, TPW ·:.· .... NOTfs;.:· . . . . . xlPi~~t~~~~~D~f 2gE~tiif PA~ Po1-AT£:· ciN · ,, •. ;~~T~:~;:ct:~~:+;i:;:~-s~\t::~~F~ET · . .AND STEEi. PLATES . Wlt.L BE IN PLACE LESS THAN 48 HOURS .STEEL · PLA1Es · MAY · BE : . · . : ·. ·. · · · PLACED · OIRECTL Y. ON EXiSTING ·.ASPHALT WITHOUT : . • _.,. •. . Mil.LING, PROVIDE TEMPORARY · ASPHALT · .. · • . · . ·, • ·.· •. TRANSITIONS EXT,ENOING · 3-FE:ET BEYOND EDGE . ' . . OF. STEEL ·-PLATES. . · . . . · ,. . . RECOMMENOEo'.'B GEORGE . A, BEHMANESH; · ASSIST ANT DIRECTOR, TPW Rev. .··:, . '. _·,. ',,··· ... \ .\ \. 1 ' ••. I . . I .,; : I ·, . I . . ' .-1 ' . . . · .. , .. .. _T~E~CH _ . I I I ... , . I I . I .· .1 • I . I .... •· I TYPE "Ail MUST HAVE . PRIOR APPROVAL OF CITY CITY OF FORT WORTH, TEXAS tRANSPORT ATION/PUBLIC , WORKS ENGINEERING DIVISION . . . ··.· .• .. . : .. "•; .... .. STEEL : .': . .' PLATE :.'· '. . ·TRENCH . PLATING ··· •· ... .: . Mill 1" FOR STEEL PLATE; PACK JOINT WITH COLD . MIX .. _:, . ,,.,. •;·' .· .·. . . ! . . I . APPROVED . EiY: ........ -----------DA!E:--- . HUGO MALANGA . :.DIRECTOR, TPW . . FIG 2000·5 EXISTING CURB ,&· GUTIER EXISTING HMAC PAVEMENT . TRENCH REPAIR LIMITS . . EXISTING BASE (IF ANY) ----BACKFILL MATERIAL (SEE NOTE #4) . . . : . . .. TRENCH REPAIR W/PERMANENT HMAC PAVEMENT AND NON-REINFORCED CONCRETE BASE . TYPICAL SECTION NOTES : . . . . ·. . . . . . . . . . . . . ·.. . 1. PLACE A MIN. OF 2" HMAC . SURFACE .COURSE (TYPE ·"D" MIX) TO MATCH EXISTING HMAC PAVEMENT GRADE AS SHOWN . . 2. Pl.ACE A . MIN .. OF 8 " . 2 : 27 CONCRETE AS SHOWN . . . · 3. FLOWABLE · FILL IS REQUIRED . TO BACKFILL All TRENCHES IN EXISTING CURB & GUTIER . DOWNTOWN STREETS , AND IS OPTIONAL IN OTHER AREAS . FOR STORM DRAIN INSTALLATION; BACKFILL SHALL MEET SPECIFIED ITEM 402 OF THE STANDARD SPECIFICATIONS FOR STREET AND .S TORM DRAIN CONSTRUCl:JON , CITY OF FORT WORTH ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH THE CITY OF FORT WORTH STANDARD FOR WATER OR SANITAR Y SEWER INSTALLATION, ·BACl<FILL . SHALL BE PER FIGURE A. . SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION. CITY OF FORT WORTH, TEXAS PERMANENT ASPHALT · PAVEMENT REPAIR WITH NON-REINFORCED CONCRETE BASE DATE: 09 /2005 2000-1A TRENCH REPAIR LIMITS EXISTING HMAC PAVEMENT EXISTING . HMAC PAVEMENT EXISTING CURB & GUTTER NOTES : TRENCH REPAIR W/TE:MPORARY HMAC PAVEMENT TYPICAL SECTION BACKFILL MATERIAL (SEE NOTE #3) EXISTING CURB . &. GUTTER · 1. P\ACE A MIN . OF 2" HMAC SURF ACE SOURSE (TYPE "D" MI X) TO MATCH EXISTING HMAC PAVEMENT GRADE AS SHOWN .• 2 . PLACE COMPACTED FLEX BASE MATERIAL AS SHOWN . · 3 : FlOWABLE FILL IS REQUIRED TO BACKFILL ALL TRENCHES IN -. . DOWNTOWN STREETS . AND IS OPTIONAL IN OTHER AREAS . FOR STORM DRAIN INSTALLATION, · BACKFILL SHALL MEET SPECIFIED ITEM 402 .OF THE STANDARD SPtCIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION , CIT Y OF FORT WORTH FOR WATER OR SANITARY SEWER INSTALLATION: . BACKFILL SHALL BE PER FIGURE A. ALL CONSTRUCTION MUST BE IN ACCORDANCE wiTH THE CITY OF FORT WORTH STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION . CITY OF FORT WORTH, TEXAS DATE: 09/2005 TEMPORARY ASPHALT PAVEMENT REPAIR 2000-1c EXISTING SUBGRAOE (IF ANY) EXISTING CURB & GUTTER DITCH NOTES: TRENCH REPAIR LIMITS PRIME COAT --'-'-,---BACKFILL MATERIAL PER DETAIL WTR-034 (SEE NOTE 3) 1. ALL EXISTING ASPHALT COURSE SHALL BE REPLACED TO THE ORIGINAL DEPTH . PLACE A MINIMUM OF 2" HMAC SURF ACE COURSE (TYPE "O" MIX) TO MATCH EXISTING GRADE AS SHOWN . 2. PLACE A MIN . OF 8" 2 : 27 CONCRETE AS SHOWN . 3. FLOWABLE FILL MAY BE REQUIRED TO BACKFILL ALL TRENCHES IN DOWNTOWN STREETS ANO IS OPTIONAL IN . OTHER AREAS . IF FLOWABLE FILL IS REQUIRED, A SEPERATE PAY ITEM WILL BE PROVIDED FOR SUCH . 4. ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH THE CIT Y OF FORT WORTH STANDARD SPECIFICATIONS FOR STREET AND STORM DRAI N CONSTRUCTION . CITY OF FORT WORTH, TEXAS PERMANENT ASPHALT PAVEMENT TRENCH REPAIR DATE: 10-2007 STR-028 EXISTING CURB & GUTTER 6" MIN. COMPACTED FLEX-BASE MATERIAL NOTES: TRENCH REPAIR LIMITS --'-'----BACKF ILL MATERIAL PER DETAIL WTR -034 (SEE NOTE 3) 1. PLA CE A MINIM UM OF 2 " HMAC SURFACE COURSE (TYPE "D" MIX ) TO MATCH EXISTING HMAC PAVEMENT GRADE AS SHOWN . 2. PLACE COMPACTED FLE X BASE MATERIAL AS SHOWN. 3. FLOWABLE FILL MA Y BE REQUIRED TO BACKFILL ALL TRENCHES IN DOWNTOWN STRE ETS AND IS OPTIONAL IN OTHER AREAS . IF FLOWABLE FILL IS REQUIRED, A SEPERA TE PA Y ITEM WILL BE PROVIDED FOR SUCH. 4. ALL CONS TRUCTION MUST BE IN ACCORDANCE WITH THE CITY OF FORT WORTH STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION . , ··. I CITY OF FORT WORTH, TEXAS TEMPORARYASPHALTPAVEMENT TRENCH REPAIR ···· .. :i DATE : 10-2007 STR-030 ~I ::J I ~ ~I a.. ..._ SIDEWALK -~ 20" 2'-6" -, WATER MAIN BEHIND CURB E1-17 MATERIAL E2-17 CONSTRUCTION MATERIAL LIST 1" OR AS APPLICABLE WATER MAIN IN STREET @ STANDARD CORPORATION ® BLUE VINYL TAPE, 3" WIDE, 6" ABOVE GROUND © STANDARD CURB STOP & 90" ELBOW @ AREA TO BE BACKFILLED WITH SAND CITY OF FORT WORTH, TEXAS WATER SERVICE DETAIL DATE: 08-2007 WTR-001 2" li1 SQUARE STOCK W/ 1" HOLE DRILLED THROUGH . 1 "¢ ROUND STOCK 2"li1 SQUARE STOCK W/ DIA. HOLE DRILLED THROUGH . 2~"111 TUBING W/ ~" THICK WALL )'a"x45" CHAMFER VARIES 2"~ NOTES : 1 . 1" ROUND BAR & 2" SQUARE PER ATSM A-1 08-81 , SAE 1 020, COLD DRAWN OR BETTER. 2 . 2.>2" TUBING PER ATSM A-512-79, SAE 1 020, COLD DRAWN OR BETTER. 3 . ALL WELDS SHALL COMPLY WITH A.W.S. CODE FOR PROCEDURE, APPEARANCE , AND QUALITY OF WELDS. CITY OF FORT WORTH, TEXAS VALVE STEM EXTENSION DATE: 08-2007 WTR-003 A w a. 0: LI.. 0 a. g E1 -14 MATERIAL E2-14 CONSTRUCTION -j® ©~ SECTION A-A G.t.TE DIMENSION TABLE VALVE SIZE A 8 C D E F G H J K L M 16" 20· 20· 12· 12· ~-1· 48" 12· 10· 24" 12· 16" 18" 20· 20· 12· 12· 51%" 2' 48' 12' 12' 24" 12· 18" 20· 20· 18" 12' 12· 55%• 1· 54• 12· 12· 24" 16" 20· 24" 22· 14" 12· 12· 64%• 1· so· 18" 14• 30• 15· 24• 30• 28" 12· 12· 12· 8a*" 3• 66" 18" 18" 30" 20· 30• 36" 32" 8" 12· 12· goJ(,· 4• 72• 12· 12· 36" 24" 36" 42" 34• 6' 15" 9• 101W s· 78" 24" 20· 36" 30• 42" 48" 36" 4' 14" 10· 121%" 4• 90" 24" 26" 42" 36" 48" 54• 36" 4• 9• 15" 142'!," 3• 102· 24" 32" 46" 40• 54• DIMENSIONS ARE BASEO ON AMERICAN DARLING VAL VE AND MFG. CO. DR.t.WING NO. 6397, DATED 3-2-59, RE'IISED 5-11-70. 16' GATE VALVE DIMENSIONS ARE BASED ON CATALOG NO. 10, PACES 20 AND 22. 54" CATE VALVE DIMENSIONS ARE BASED ON DRAWING NO. 92-12158, DATED 12-13-70. CONCRETE TOP VIEW, LESS MANHOLE COVER ANO RIM INSTALLATION NO. 6 BARS, 6" C-C (TYP) NOTES: NO . 5 BARS, 1. 24"x40" FORT WORTH STANDARD 336 LB. MANHOLE COVER WITH THE WORD "WATER" CAST IN 2-INCH LETTERS . USE BILCO 30"x30" TYPE HLC ACCESS HATCH IN HIGH TRAFFIC AREAS. 12" C-C (TYP) MIN . GRANULAR EMBEDMENT (TO TOP OF PIPE) NO. 4 BARS, 12" C-C BOTH WAYS IN 2500# CONCRETE * 2" COVER (TYP .) 12" c-c CITY OF FORT WORTH, TEXAS VAULT DETAIL E 2 . VALVE VAULT SIDE WALLS SHALL BE PRECAST REINFORCED CONCRETE PIPE OF THE TONGUE AND GROOVE DESIGN, MEETING THE REQUIREMENTS OF A.S.T.M. C-76, CLASS Ill, OR EQUAL, USING RAM-NEK PLASTIC SEAL, OR POURED-IN-PLACE 2500# REINFORCED CONCRETE WITH 8 " WALLS. CONCRETE WALLS SHALL BE REINFORCED WITH #4 CIRCULAR BARS, SPACED 6" C-C HORIZONTALLY ANO 6" C-C VERTICALLY. POURED-IN-PLACE CONCRETE MUST HAVE "FIRST SURFACE RUBBING " AS SPECIFIED IN E2-14.15b (1) OF THE GENERAL CONTRACT DOCUMENTS AND SPECIFICATIONS. 3 . PROVIDE CORPORATION AND CURB STOPS A MAXIMUM OF 12" FROM EACH END OF GATE VALVE, AS SHOWN. CORPORATION AND CURB STOP SIZES SHALL BE 1" FOR 16", 20", AND 24" PIPE NOMINAL DIAMETERS; 2" FOR 30" ANO LARGER DIAMETERS. 2" TAPS SHALL BE MADE AS A 2" FLANGED OUTLET , WITH IN SULA TED ADAPTOR KIT . COPPER RISERS SHALL BE PROVIDED BETWEEN THE CORPORATION AND CURB STOPS. CURB STOPS SHALL BE INSTALLED AT AN ELEVATION 12" ABOVE THE TOP SURFACE OF VAULT BOTTOM SLAB . 4 . GROUT WITH MORTAR . 5 . BY-PASS VALVE NOT REQUIRED FOR RESILIENT WEDGE GATE VALVE . DATE : 08-2007 FOR 16" AND LARGER GATE VALVES WTR-005 WATER MAIN 1---+ ---+Iii+-----+--- l_ . z ~::!1 I . z ~T go· BEND, ROTATE DOWN OR UP AS NECESSARY NOTE: PROVIDE VERTICAL TIE DOWN BLOCK AS NECESSARY TEE go· BEND , ROTATE AS NECESSARY E2-25 CONSTRUCTION TEE WITH BRANCH ON 0% GRADE ,___ RING CONNECTION LEAD SAME SIZE AS SMALLER MAIN PLAN WATER MAIN RING CONNECTION LEAD ELEVATION CITY OF FORT WORTH, TEXAS TYPICAL RING CONNECTION NOTE: WATER MAIN OVER OR UNDER AS THE CASE MAY BE TEE, ROTATE UP OR DOWN AS NECESSARY TEE, ROT A TE AS NECESSARY PROVIDE VERTICAL & HORIZONTAL BLOCKING AS NECESSARY OR REQUIRED DATE : 08-2007 WTR-007 3000 PSI CONCRETE BELL-BELL BEND 11'-o"I . --JTYP.I TRENCH WIDTH : 1. PIPE 24" 1.0. AND SMALLER = 24" OR 0 .D. + 12" WHICHEVER IS GREATER. 2 . PIPE LARGER THAN 24" = O.D. OF PIPE + 18". 3 . CRADLE SHALL EXTEND A MIN. OF 6" BEYOND EACH SIDE OF PIPE . J__ RUBBER GASKET JOINT BELL-BELL BEND 3000 PSI CONCRETE KEEP A MIN. OF 1'-0" CLEARANCE BETWEEN CONCRETE AND JOINTS OR BOLTS ON C.I. PIPE, OR IN EXCESS OF 1 '-0" AS DETAILED. El-20 MATERIAL E2-20 CONSTRUCTION M.J.-M.J. BEND _ 11·-o·I --,TYP.i-- MECHANICAL JOINT MAIN -------~-- ~ TYP . BELL AND SPIGOT JOINT CITY OF FORT WORTH, TEXAS CONCRETE CRADLE NOTE: WHEN CRADLE IS SHOWN OR SPECIFIED FOR INSTALLATION ON CONCRETE PIPE, THE FULL JOINT LENGTH OF THE PIPE OR FITTING SHALL BE CRADLED . DA TE : 08-2007 WTR-009 NOTE: KEEP CONCRETE CLEAR OF PIPE JOINTS AND BOLTS . E1-20 MATERIAL E2-20 CONSTRUCTION NOTE: QUANTITIES WILL BE SPECIFIED ON PLANS OR DIRECTED BY ENGINEER . CITY OF FORT WORTH, TEXAS EXAMPLE 8 VERTICAL TIE-DOWN BLOCK #4 BAR STEEL STRAPS IN VARIABLE QUANTITY DEPENDING ON THRUST FORM AS NECESSARY 2500 PSI CONCRETE DATE: 08-2007 WTR-011 t -·r ____ 2_· -_0_"_4 __ ·-+--0·_· _2·_-_o_" --i 8" r 0 I ':st- t MANHOLE COVER LETTERING ("WATER") TO BE 2-INCH 24" MANHOLE RING AND COVER MCKINLEY IRON & STEEL CO . NO. A24AM WITH "WATER" CAST IN LID, OR EQUAL PRECAST CONCRETE GRADE RINGS PLAN 2" I.P. PLUG ON ~ OF CARRIER PIPE 24" BLIND FLANGE A .S.A. CLASS 125# CONCRETE COLLAR ----fii'.:":;';1~~~~~;]"7:~ J_ PER DETAIL SAN-009 ~~~ 2500 PSI CONCRETE, 4' --l"C..:....:..,;~ M.H. BARS "T" 9" C-C .,....__......_ ___ _.__.....,......., RAMNEK (TYP.) BARS #4 @ 12" C-C BARS #4 @ 9" C-C BARS #4 @ 18" C-C WRAP PIPE WITH 2'-0" .. ,r. ,:.~ 24" BLIND '.! FLANGE, SEE '.-.._ DETAIL FORM AND FILL VOID WITH 2500 PSI CONCRETE CASING P IPE CARRIER PIPE (24" MIN.) GASKET BRONZE NUT NECESSARY LENGTHS OF 48" REINFORCED CONCRETE PIPE A.S. T.M. C 76, CLASS Ill OR EQUAL TO BE SET ON VAULT WALLS . SEAL JOINTS WITH CONCRETE . CASING PIPE PREMOLD MA TERI AL ======:!!l=!==t==::::::!:!:=:!=======l====t=====I=~==-. WRAP PIPE WITH PREM OLD MA TERI AL CARRIER PIPE 8" THICK FLOOR SLAB #4 BARS DOWELS @ 18" C-C ALL AROUND EXCEPT IN WAY OF PIPE 3000 PSI CONCRETE #4 BARS @ 8" BOTH WAYS E1-20 MATERIAL E2-20 CONSTRUCTION SECTION CITY OF FORT WORTH, TEXAS ACCESS MANHOLE DATE: 08-2007 WTR-013 : z N-~:::E NOTE : UNDISTURBED TRENCH WALL 24"x40" SHALLOW MANHOLE TYPE TO BE USED IF TOTAL DEPTH LESS THAN 4 FEET, McKINLEY IRON WORKS NO. PM 24x40 OR EQUAL . MATERIALS t NOTE : SEE DETAIL WTR-016 FOR DIMENSIONS (D 24" STD . MANHOLE COVER EQUAL TO McKINLEY 1.W. NO. A24AM WITH "WATER" CAST IN LID (2-INCH LETIER ING). ® CONCRETE COLLAR PER DETAIL SAN-009. @ GRADE ADJUSTMENT GRADE RINGS, 8 " IN STREET R.O.W . OR UNDER PAVEMENT . © TOP & BOTIOM SLABS, CLASS 'F' (4000 PSI) CONCRETE W/ #6 BARS SPACED 6" C/C EACH WAY . STEEL BAR COVER 2J2 " ± ~" FROM BOTTOM OF EACH SLAB. @ POLYURETHANE CUSHION PAD-5'x7' MIN . WATER MAIN WITH FLANGE ACCESS AS APPLICABLE . ® (j) COMBINATION AIR & VACUUM RELEASE VALVE, CLOSE NIPPLES, TEE , 2 EA . GATE VALVES. NIPPLES TO CONFORM TO E1 -9 .4 E1-11 MATERIAL E2-11 CONSTRUCTION CITY OF FORT WORTH , TEXAS 2" & 3" COMBINATION AIR AND VACUUM RELEASE VALVE DATE: 08-2007 WTR-015 PROVIDE M.J. TEE FOR D.I. PIPE OR M.J . BELL OUTLET FOR CONCRETE PIPE WITH ANCHOR COUPLING IN EACH CASE SEE DETAIL WTR-002 M.J . GATE VALVE 2500 PSI CONCRETE SUPPORT 16" DIA . REF : E2-12 6 " MIN. G) SEAL PIPE TO WALL HOLE CUT-OUT WITH NON-SHRINK MORTAR EQUAL TO 1 PART ALCRETE , 1 PART CEMENT , 6 PARTS SAND . E1-20 MATERIAL E2-20 CONSTRUCTION {l) DETAI LS OF CONSTRUCTION SHALL CONFORM TO FIGURE SAN-003 . @ CLASS 'F' ( 4000 PSI) CONCRETE WITH NO . 6 STEEL BARS SPACED 6" C/C EACH WAY . STEEL BAR COVER TO BE 2 " MIN., 3 " MAX . FROM BOTTOM OF TOP SLAB AND FROM TOP OF FLOOR SLAB. CITY OF FORT WORTH, TEXAS STANDARD BLOW-OFF INTO 4' DIAMETER SUMP MANHOLE DA TE: 08-2007 WTR-017 NOTE: ALL PIPE SHALL BE LAID TO GRADE AS SHOWN ON THE PLANS . CARRIER PIPE VARIOUS TYPES OF CASING PIPE MAY BE USED, CONCRETE, STEEL OR CORRUGATED METAL AS PERMITTED BY THE PLANS AND SPECIFICATIONS. NOTE: ALL PIPE SHALL BE LA ID TO GRADE AS SHOWN ON THE PLANS . CARRIER PIPE VARIOUS TYPES OF CASING PIPE MAY BE USED , CONCRETE, STEEL OR CORRUGATED METAL AS PERMITTED BY THE PLANS AND SPECIFICATIONS. E1-15 MATERIAL E2-15 ~ONSTRUCTION TUNNELED SECTION OPEN CUT OR BORED SECTION CITY OF FORT WORTH, TEXAS CASING DETAILS PRESSURE GROUT BETWEEN CASING AND SURROUNDING EARTH TUNNEL LINER OR CASING PIPE AS REQUIRED. WATER LINES SHALL BE SECURED BY CASING SPACERS AS MANUFACTURED BY CASCADE WATERWORKS MANUFACTURING CO., ADVANCE PRODUCTS & SYSTEMS, OR APPROVED EQUAL. NOTE : ADE QUA TE SKIDS SHALL BE FURN ISHED AND INSTALLED BY THE CONTRACTOR AS NECESSARY TO FACILITATE INSTALLATION OF CARRIER PIPE . CASING PIPE WATER LINES SHALL BE SECURED BY CASING SPACERS AS MANUFACTURED BY CASCADE WATERWORKS MANUFACTURING CO ., ADVANCE PRODUCTS & SYSTEMS, OR APPROVED EQUAL . NOTE: ADEQUATE SKIDS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR AS NECESSARY TO FACILITATE INSTALLATION OF CARRIER PIPE . DATE: 08-2007 WTR-019 L EXISTING SEWER LINE -===c==] PROPOSED WATER MAIN CD VARIABLE TRENCH WIDTH. PIPE LENGTH SHALL BE MEASURED AS STANDARD TRENCH WIDTH, (REF. E2-2 .1 6), PLUS FOUR FEET ( 4'). NO JOINTS WILL BE ALLOWED WITHIN THIS DIMENSION . A MINIMUM BEARING OF 24" SHALL BE REQUIRED ON EACH SIDE OF THE TRENCH . (;} SEWER LINES LESS THAN TWELVE INCHES (12") IN DIAMETER SHALL BE REPLACED WITH CLASS 150 CAST IRON PIPE. SEWER SERVICE LINES SHALL BE REPLACED WITH EXTRA STRENGTH CAST IRON SOIL PIPE . THE JOINING OF DUCTILE IRON P IPE, CONCRETE PIPE, OR SDR-26, AS DIRECTED BY THE ENGINEER, SHALL BE MADE WITH URETHANE OR NEOPRENE COUPLING ATSM C-425 SERIES 300 STAINLESS STEEL COMPRESS ION STRAPS OR WITH APPROVED ADAPTORS . (I) THE MINIMUM CLEARANCE OF SEWER TO WATER LINES SHALL BE EIGHTEEN INCHES (18"). E1-7 MATERIAL E2-2 CONSTRUCTION CITY OF FORT WORTH, TEXAS SANITARY SEWER PIPE REPLACEMENT DATE: 08-2007 WTR-021 NOTE: IN LIEU OF PRE-CAST CONCRETE MANHOLE PIPE POURED IN PLACE 2500 PSI CONCRETE MANHOLES WITH 8" WALLS , AND #4 BARS 6 " C-C EACH WAY MAY BE USED . (/) w er: <( > 24"x40" FORT WORTH STD . MANHOLE COVER WITH WORD "WATER " (2" LETTERING) CAST IN IT. MIN . WE IGH T 336 LBS . (McKINLE Y I.W. NO. PM 24x40 OR EQUAL) 2500 PS I CONC. CONCRETE GRADE RINGS CONCR ETE COLLAR PER DETA IL SAN-009 PAVEMENT OR GROUND .. ... ··., .. ···: ... ~: · .·,:.-. ... -:·t": COR"F~ORATION COCK ·fOR .·. ··:.. ·. ·.· _:. ·j·,;: D}A :· .:· .. ; .. :· ;._ · .. · : :.·.": #4 : ~ARS @ 6" ··:·. · . • = ... ~ii:or.· (wr-iD~R · 0PtN·1t,fo) . : · ... _· ... :·: ... , ... NIPPLE · · ... · · ·· · · .C-::_c . :BoTH wA Ys WATER MAIN -------- ·· . .-._, .. ~ .... ·-:.· : ... . · .. · . .-.. : ...... .·:: .. . ·. • .. · .. _ . ."·: · . .-.• ... · .. _ .. ::··.· ·. : . .... : -: ........ . .. :· .. ·:·· ·. :·.· .·.· .... '· ·.·.·· ..... · .:· .· NOTE : SEE ALSO DETA IL WTR-014 NOTE : FOR 2" OR 3" AIR RELEASE VALVE PROVIDE REDUCER TO RECEIVE A 1" CORPORATION COCK. E1-11 MATERIAL E2-11 CONSTRUCTION CITY OF FORT WORTH , TEXAS COMBINATION 1" AIR RELEASE VALVE AND 1" PITOT CONNECTION DATE : 08-2007 WTR-023 2"xW° BUSHING & *" SAMPLING TAP E2-24 CONSTRUCTION ·x ~ <( ~~ oa I I Nin WATER LINE NOTE: ~2" GATE VALVE 2" SHORT NIPPLE 2" TEE ------.--AFTER STERILIZATION REMOVE PIP ING AND INSTALL PLUG 2" COUPLING TO BE PLUGGED W/ 2" C.l. PLUG AFTER SAMPLING CONCRETE BLOCKING PER DETAIL WTR-008 CHLORINATION BLOWOFF AND SAMPLE POINT FOR DEADEND WATER PIPING . CONTRACTOR IS TO FURNISH ALL LABOR AND MATERIALS . MATERIAL WILL BE REMOVED AND RETAINED BY THE CONTRACTOR AFTER SATISFACTORY SAMPLES HAVE BEEN OBTAINED . CITY OF FORT WORTH, TEXAS DATE: 08-2007 END PLUG CHLORINATION BLOWOFF AND SAMPLING POINT WTR-025 NOTE: WHEN A FIRE HYDRANT IS LOCATED AT END OF MAINS 6 " AND 8" IN DIAMETER, WYE MAY BE OMITTED. CONTRACTOR WILL MAKE A REASONABLE EFFORT TO PREVENT BACK-FLOW OF PURGED WATER (SEE E2-24) FLOW E1-7 MA TERI AL E2-7. CONSTRUCTION 1. INSTALL M.J . WYE AT TERMINAL END OF MA IN. 2. PLUG THE STRAIGHT RUN OF THE WYE AS SHOWN . 3. AFTER CLEANING WITH POLY-PIG, INSTALL BRANCH END PLUG . CITY OF FORT WORTH , TEXAS CLEANING WYE DETAIL FOR NON-LOOPED SYSTEM 12" AND UNDER DATE : 08-2007 WTR-027 2'-6" 2'-6" I· -1 · · I -@--+--~ -+-- +--$- PLAN VIEW 4-6" DIA. STEEL GUARD POST FILLED WITH CONCRETE E1-12 MATERIAL E2-12 CONSTRUCTION co _ I N co • I CONCRETE SET POST IN CONCRETE I · co I "' , co I "' 2'-6" CITY OF FORT WORTH, TEXAS FIRE HYDRANT BARRICADE 2'-6" -I w z :J >-1-a:: w 0... 0 a:: 0... 1--6" MIN. DATE: 08-2007 WTR-028 3000 P.S.I. @ 28 DAY CONCRETE WITH A.S.T.M. #5 @ 12" CTR. GRADE 60 K.S .I. REINFORCEMENT I ,.. -o· -9" · .._-«>,'-1J,-'R'4Fr"" #5 X ~~" CTR .-+-'f~JI 2'-6 " ~ (FOR ACCESS OPENING) I ' (0 8" 6'-4" V VALVE BOX OPENING REQUIRED FOR VALVES 3" AND LARGER INSIDE VAULT ---1 ... ~~ 1J!z" CLEAR (TYP .) 1'-6" li.t'l,.;1±----#~~@ 12" CTR . 2'-6" KEYED JOINT ;iYMElQL;i: L,cna:I ' OF FLOW THRUST BLOCK 8" (§) -FITTINGS AND MATERIALS LIST ITEMS , (SEE SHEET N0.2) SECTION 8-8 TURBINE METER BY-PASS PIPING DIMENSIONS METER PIPE PIPE SIZE DIA . DIA. A B C D E F G H J 3 " 4" 2" 13'-0" 2'-7" 2'-7" 2'-8" 8" 2'-6" 1'-0" 1'-6" 1'-6" 4" 4" 2" 13'-7J!z" 3' -2Xz" 2'-7" 2'-8" 8" 2 '-5" 1'-2" 1'-6" 1'-5" 6" 6" 4" 15'-5" 4'-1'2" 3'-5'2" 2'-8" 1'-4" 1'-2~· 2· -.3Xi" 1'-6" 1'-6" 8" 8 " 6 " 16'-4 " 4'-3" 10" 10" 6 " 18'-10" 6 '-3" NOTES : 1. ALL THRUST BLOCKING SHALL BE IN ACCORDANCE WITH FIGURE (9) OF THE GENERAL CONTRACT DOCUMENTS . 4'-3" 4'-9" 2. IF VALVE OPERATING NUT IS MORE THA N (3) FEET BELOW GROUND OR PAVING SURFACE, PROVIDE EXTENSION STEM TO ONE-FOOT BELOW GROUND OR PAVING SURFACE. 3. ACCESS OPENING CENTERED OVER METER. A.) H-20 LOADING-24"x40" C.I . FRAME AND COVER MARKED "WATER ". McKINLEY (KM . 24"x40") OR EQUAL. 2'-8" 2'-0" 11%" 2'-6%" 1'-6" 1'-6" 2'-8" 3 '-0" 6 " 3 '-5" 1'-8 " 11)6" 4. WRAP ALL PIPING PENETRATIONS THROUGH WALL WITH 8 MIL POLYETHYLENE . 5 . 6 -INCH TURBINE METER IS THE MINIMUM METER SIZE WITH 6-INCH DIA . BY-PASS FOR FIRE PROTECTION . 6 . ALL METERS INSTALLED TO BE COMBINATION TYPE . 7. WATER SAMPLING POINT FOR 4-INCH OR LARGER METERS . B I : 6'-6" I --8"• A VAULT -PLAN A 18" CONC . PIPE FOR SUMP SECTION A-A B.) NON H-20 LOADING 30"x36" STEEL SINGLE LEAF DOOR, BILCO TYPE J MODEL OR EQUAL. 4. CONCRETE FINISHES SHALL BE IN ACCORDANCE WITH SECTION E2-20 OF THE GENERAL CONTRACT DOCUMENTS . CITY OF FORT WORTH , TEXAS COMBINATION TURBINE METER VAULT INSTALLATION WITH BYPASS C DIRECTION 'II-In,,.,.~.,..--, OF FLOW DATE : 08-2007 WTR-029 SHEET 1 OF 2 FITTINGS AND MATERIALS LIST 3.• MEIEB Will:! 2· B::i'.EASS !• MEIEB Willi 2" B::i'.EASS !t MEIEB Wlltl i" B::i'.EASS It MEIEB Willi It B::i'.EASS Ht MEIEB Wlltl ~· B::i'.EASS CD 4-INCH X 2-INCH BRONZE TAP CD 4-INCH X 2-INCH BRONZE TAP CD 6-INCH X 6-INCH X 4-INCH CD 8-INCH X 8-INCH x 6-INCH CD 10-INCH X 10-INCH x 6-INCH SADDLE (DOUBLE STRAP) W/ SADDLE (DOUBLE STRAP) W/ D.I. TEE (MECHANICAL D.I. TEE (MECHANICAL D.I. TEE (MECHANICAL CORPORATION STOP (FLARED) CORPORATION STOP (FLARED) JOINT /RETAINER GLAND) JOINT /RETAINER GLAND) JOINT/RETAINER GL AND) ® 4-INCH D.I. PIPE (CLASS 51) ® 4-INCH D.I . PIPE (CLASS 51) ® 6-INCH D.I . PIPE (CLASS 51) ® 8-INCH D.I. PIPE (CLASS 51) ® 10-INCH D.I . PIPE (CLASS 51) 0 4-INCH GATE VALVE 0 4-INCH GATE VALVE 0 6-INCH GATE VALVE 0 8-INCH GATE VALVE 0 10-INCH GATE VALVE (MECHANICAL JOINT/RETAINER (MECHANICAL JOINT/RETAINER (MECHANICAL JOINT /RETAINER (MECHANICAL JOINT/RETAINER (MECHANICAL JOINT /RETAINER GLAND) GLAND) GLAND) GLAND) GLAND) 0 4-INCH X 3-INCH REDUCER 0 4-INCH D.I. FLANGE ADAPTER 0 6-INCH D.I . FLANGE ADAPTER 0 8-INCH D.I. FLANGE ADAPTER 0 10-INCH D.I. FLANGE ADAPTER (MECHANICAL JOINT/P.E.) W/ ® 4-INCH TURBO-METER , FLANGE ® 6-INCH TURBO-METER W/ ® 8-INCH TURBO-METER W/ ® 10-INCH TURBO-METER W/ 3-INCH D.I . FLANGED ADAPTER ® {PURCHASED BY CONTRACTOR STRAINER (PURCHASED BY STRAINER (PURCHASED BY STRAINER {PURCHASED BY 3-INCH TURBO-METER, FLANGE FROM WATER DEPT.) CONTRACTOR FROM WATER CONTRACTOR FROM WATER CONTRACTOR FROM WATER {PURCHASED BY CONTRACTOR ® DEPT.) DEPT.) DEPT .) FROM WATER DEPT.) 4-INCH FLANGE COUPLING ® ® ® 4-INCH X 3-INCH REDUCER ADAPTER 6-INCH FLANGE COUPLING 8-INCH FLANGE COUPLING 10-INCH FLANGE COUPLING {FLANGE) 0 ADAPTER ADAPTER ADAPTER 4-INCH BRONZE TAP SADDLE 0 0 0 ® 4-INCH FLANGE COUPLING (2-INCH TAP SIZE), 2-INCH 6-INCH BRONZE TAP SADDLE 8-INCH BRONZE TAP SADDLE 10-INCH BRONZE TAP SADDLE ADAPTER DIA . BRASS NIPPLE (2-INCH TAP SIZE), 2-INCH (2-INCH TAP SIZE), 2-INCH {2-INCH TAP SIZE), 2-INCH {THREADED), 2-INCH BRASS DIA . BRASS NIPPLE DIA. BRASS NIPPLE DIA . BRASS NIPPLE 0 4-INCH BRONZE TAP SADDLE GATE VALVE {THREADED) AND (THREADED), 2-INCH BRASS (THREADED), 2-INCH BRASS {THREADED), 2-INCH BRASS (2-INCH TAP SIZE), 2-INCH 2-INCH BRASS PLUG GA TE VAL VE (THREADED) AND GATE VALVE (THREADED) AND GATE VALVE {THREADED) AND DIA . BRASS NIPPLE (THREADED) 2-INCH BRASS PLUG 2-INCH BRASS PLUG 2-INCH BRASS PLUG (THREADED), 2-INCH BRASS ® (THREADED) (THREADED) {THREADED) GATE VALVE (THREADED) AND 2-INCH COPPER TUBING (TYPE ® ® ® 2-INCH BRASS PLUG "K") 4-INCH D.I. PIPE {CLASS 51) 6-INCH D.I. PIPE (CLASS 51) 6-INCH D.I. PIPE (CLASS 51) (THREADED) ® 2-INCH 90' ELBOW {FLARED) ® 4-INCH 90' BEND {MECHANICAL ® 6-INCH 90' BEND (MECHANICAL ® 6-INCH 90' BEND (MECHANICAL ® 2-INCH COPPER TUBING (TYPE @ JOINT/RETAINER GLAND) JOINT/RETAINER GLAND) JOINT/RETAINER GLAND) "K ") 2-INCH BRASS GATE VALVE @ @ @ W/ (2) 2-INCH BRASS MALE 4-INCH GATE VALVE 6-INCH GATE VALVE 6-INCH GATE VALVE ® 2-INCH 90' ELBOW {FLARED) FITTING ADAPTER (FLARED TO (MECHANICAL JOINT/RETAINER (MECHANICAL JO INT/RETAINER (MECHANICAL JOINT/RETAINER THREAD) GLAND) GLAND) GLAND) @ 2 -INCH BRASS GATE VALVE @ 5"4-INCH C.I . VALVE BOX AND @ sJ'4-INCH C.I . VALVE BOX AND @ 5"4-INCH C.I . VALVE BOX AND @ ~-INCH C.I . VALVE BOX AND W/ (2) 2-INCH BRASS MALE FITTING ADAPTER (FLARED TO COVER {MARKED "WATER") COVER (MARKED "WATER") COVER (MARKED "WATER") COVER (MARKED "WATER") THREAD) @ 4-INCH BRONZE TAP SADDLE @ 6-INCH BRONZE TAP SADDLE @ 8-INCH BRONZE TAP SADDLE @ 10-INCH BRONZE TAP SA DDLE @ ~-INCH C.I. VALVE BOX AND (3/4-INCH TAPSIZE); {:x4-INCH TAPSIZE); {:x4-INCH TAPSIZE); (3/4-INCH TAPSIZE); COVER (MARKED "WATER") 3/4-INCH DIA. BRASS NIP PLE 3 4-INCH DIA. BRASS NIPPLE 3 4-INCH DIA . BRASS NIPP LE 3/4-INCH DIA . BRASS NIPPLE @ (THREAD); 3/4-INCH BRASS {THREAD); 3/4-INCH BRASS {THREAD); 3/4-INCH BRASS (THREAD); 3/4-INCH BRASS 4-INCH BRONZE TAP SADDLE GATE VALVE (THREAD) AND GATE VALVE (THREAD) AND GATE VALVE (THREAD) AND GATE VALVE (THREAD) AND (3/4-INCH TAPSIZE); 3/4-INCH BRASS PL UG 3/4-INCH BRASS PLUG 3/4-INCH BRAS S PLUG 3/4-INCH BRAS_S PLUG 3/4-INCH DIA . BRASS NIPPLE (THREAD). (THIS OUTLET IS (THREAD). (THIS OUTLET IS (THREAD). (THIS OUTLET IS (THREAD). (THIS OUTLET IS (THREAD); 3/4-INCH BRASS FOR WATER SAM PL E STATION FOR WATER SAM PLE STATI ON FOR WATER SAMPLE STATI ON FOR WATER SAMPLE STATION GATE VALVE (THREAD) AND ATTACHMENT WHEN REQUIRED) ATTACHMENT WHEN REQUIRED) ATTACHMENT WHEN REQUIRE D) ATTACHMENT WHEN REQUIRED) 3/4-INCH BRASS PL UG (THREAD). (THIS OUTLET IS FOR WATER SAMPLE ST A TION ATTACHMENT WHEN REQUIRED) ALL THREADED JOINT SHALL CONFORM brWom CITY O F FORT WO RTH, TEXAS DATE : 08-2 007 NOTE : TO THE AMER ICAN NATIONAL TAPER PIPE COMBINATION TURBINE METER VAULT THREAD, ASA B2.1 OR FG GGG-P-351 A. INSTALLATION WITH BYPASS WTR-0 29 SHEET 2 OF 2 @ ® © ® © MATERIALS STANDARD %" CORPORATION (W/ TAP SADDLE WHEN REQUIRED) STANDARD %" CURB STOP & 90 ELBOW %" TYPE K COPPER SERVICE LINE Eclipse™ No . 88 SAMPLING STATION WITH 12" DEPTH OF BUR Y 2 ·x 2· CONCRETE PAD , CLASS 'B ' CONCRETE (2500 PSI) W/ #4 REBAR @ 12" C-C EACH WAY; 3 " MIN . CLEAR COVER 30" MIN . WATER MAIN . ·:· ·~··:·:: 17'77777-r-:,,~...,..._.,,<.'. ~;.:;;:)/~ f}f i~{ttJ:f i1$ NOTES <D I n © 1. BACKFILL TRENCH AREA WITH SAND . 2 . PLACE SAMPLING STATION NEXT TO POWER POLE, ELEVATED TANK, STREET SIGN, TREE, OR FIRE HYDRANT. 3. PLACE SAMPLING STATION WITH DOOR FACING STREET. 4. INSTALL SAMPLING STATION ON "SHORT SIDE " OF STREET. 5 . WHEN PLACING STATION NEXT TO FIRE HYDRANT, DO NOT TAP FIRE HYDRANT LEAD & MAINTAIN DISTANCE OF 4' FOR PROPER OPERATION OF FIRE HYDRANT. 6 . IN LIEU OF TAPPING MAIN, CONNECT TO EXISTING LARGE VALVE COPPER RISERS WHEN POSSIBLE . CITY OF FORT WORTH, TEXAS WATER SAMPLING STATION DATE : 08-2007 WTR-030 11 W I ·[283~mr I tf-iit-31 COVER SECTION 12 ~ .. [327mm] %" LETTERING (RECESSED FLUSH) 11 %" 1 ~ .. ~I _'"[_28_9m_m_(~I SJ I 9 ~ .. I ~ 12" [251mmj [305mm] I::::=~ _L 1 .. 15 %" • I [391mm] 18 %" [ 476mm] BOX SECTION 1 Yz"R [R38mm] %" [16mm] 18" [ 457mm] 1 %" ~2 )a" [44mml}_ I [54mm] ~ r. ~,.'. [Sm~] ? lie'' [8mm] COVER SECTION 20" [508mm] I· 18 14" ·I [ 464mm] I-16 %" ·1 [ 425mm] , .. 21" -I [533mm] 24" [610mm] 6QX SECTION NOTE: FORT WORTH LOGO IS OPTIONAL. CITY OF FORT WORTH, TEXAS DATE : 08-2007 CLASS 'A' STANDARD PLASTIC METER BOX W/ CAST IRON LID FOR %11 & 1" METERS WTR-031 I \I 1\ n " n 1 nn n l ""' ff '} n "" l n n n lf D ~ ~ i ) ~ ~ /) ~ 21 ; ~ ~ )) IQ ~· ;;t lie I ~ )¢1 \ ) -e ) 3:: ~ )) Al ) )) ~ ~ ~) ~ ~ 15 :Xs" [386mm] L l! ,. .,, l! lf "JI J ,r n n n·,r JI JI lflf lf JI ult ll'1f' n n '1 lilI PLAN VIEW 26 *" [679mm] 13 Xi" 13 Xi" l ~ 1 ~"R [R38mm] [337mm] [337mm] 1r 1 *" _1_[ 44mm] h fE4C11 COVER SECTION --11.T )fa" [8mm] 30" [762mm) 27" [686mm] 1 *" [ 44mm] 25" [635mm] BOX SECTION ., 1 12" [305mm] _J_ ., _J_ 3" [76mm] I 18" 15 ~s" [ 457mm] [392mm) l__L --~-4" [102mm] BOX SECTION NOTE: FORT WORTH LOGO IS OPTIONAL. I 14" [356mm) I CITY OF FORT WORTH, TEXAS DATE: 08-2007 CLASS 'B' STANDARD PLASTIC METER BOX W/ CAST IRON LID FOR 1~" & 2" METERS WTR-032 %" [16mm] 14 ~" [368mm] L l 17" 18 %" [ 432mm] [ 467mm] L~-J 2"R [R51MM] PLAN VIEW COVER SECTION I 11 *" I • [298mm] .. 16 .w [ 419mm] 2~" ~ [54mm] :U" Ir 1 ~" ~ / 0.':,:J b J3Bmm] ~"~t--~6~ [8r:m] [8mm] COVER SECTION 18 74" ·I _l_ .... 3-------,,,,, [479mm] L1 ~ .. BOX SECTION NOTE: FORT WORTH LOGO IS OPTIONAL. [38mm] I-20 ~ .. [514mm] BOX SECTION -1 CITY OF FORT WORTH, TEXAS DATE: 08-2007 CLASS "C" STANDARD PLASTIC METER BOX W/ CAST IRON LID FOR 2 -%11 METERS WTR-033 MINIMUM 6" JNITIAL---:-+--H-:-,1.-..=.--· BACKFILL COVER MINIMUM 6"----~-EMBEDMENT ----tt-1--t--TYPE "C" BACKFILL SEE SPEC. E1 -2.4 G.C.D. ~~~-SAND MATERIAL EMBEDMENT & INITIAL BACKFILL SEE SPEC. E1 -2.3 G.C .D. WATER: SIZES UP TO AND INCLUDING 12" MINIMUM 6" INITIAL __ ..........,.,,,.....,.. ........ ........,. BACKFILL COVER: WATER -6" SEWER -12" STORM DRAIN -12" ----t>+...,...,.+--TYPE "c" BACKFILL SEE SPEC . E1-2.4 G.C.D. ~~"""'r--CRUSHED STONE OR SAND MATERIAL INITIAL BACKFILL SEE SPEC. E1 -2.4(b) OR E1 -2.3 G.C.D. ~~~~::.A-::~~::::r-CRUSHED STONE MINIMUM 6" ---+=~~~~4 SEE SPEC. E1 -2.3 EMBEDMENT G.C.D. WATER: SIZES 16" AND LARGER SEWER: ALL SIZES STORM DRAIN: ALL SIZES SANO GRADATION • LESS THAN 10% PASSING #200 SIEVE • P.I. = 10 OR LESS CRUSHED STONE GRADATION SIEVE SIZE RETAINED 1" 0-10 Yz" 40-75 %" 55-90 #4 90-100 #8 95-100 . MATERIAL SPECIFICATIONS THE EMBEDMENT AND BACKFILL DETAILS PROVIDED ON THIS SHEET SHALL REPLACE APPROPRIATE PROVISIONS OF BOTH THE E1-2.4(b) AND E1-2.3 OF THE G.C.D. ANO STD. SPEC. ITEM 402 OF THE TPW STANDARD SPECIFICATIONS FOR STREET & STORM DRA IN CONSTRUCTION. ALL OTHER PROVISIONS OF THESE ITEMS SHALL APPLY. CITY OF FORT WORTH, TEXAS DATE: 08-2007 WATER, SEWER, & STORM DRAIN EMBEDMENT AND BACKFILL DETAILS WTR-034 EXISTING CURB TEMP. SERVICE---1.1 2" GALV. PIPE TO F.H. OUTLET FOR TEMP --WATER SUPPLY. TEMP. SERVICE 2" GAL V. PIPE ti (!) z F (fl x w €1--f--EXISTING METER VAULT. SEE DETAIL WTR-036 FOR TEMP. SERVICE CONNECTION. ~-+--TEMP. SERVICE 2" GAL V. PIPE €1 SEE DETAIL WTR-037 FOR INTERSECTION CROSSING EXISTING CURB CITY OF FORT WORTH, TEXAS TYPICAL MAIN BY-PASS LAYOUT DATE: 08-2007 WTR-035 2" GAL V. PIPE NOTE : CONTRACTOR SHALL BE REQUIRED TO COVER METER VAULT WITH PROTECTIVE GUARD. NOTE: ADAPT AS REQUIRED EXISTING PRIVATE SERVICE TO HOUSE OR BUILDING. METER SHALL BE REMOVED BY THE CONTRACTOR. CONNECTION FROM BY-PASS TO PRIVATE SERVICE SHALL BE MADE BY CONTRACTOR . EXISTING COPPER SERVICE LINE CITY OF FORT WORTH, TEXAS TEMPORARY SERVICE CONNECTION DATE : 08-2007 WTR-036 EXISTING PAVING 36" MAX. ASPHALT COVER 15# ROOFING FELT, 36" WIDE 2" GAL V. PIPE 2-STANDARD FINISHED 2"x6" WOODEN PLANKS CITY OF FORT WORTH, TEXAS DATE : 08-2007 INTERSECTION & DRIVEWAY APPROACH CROSSING FOR TEMPORARY WATER SERVICE WTR-037 NOTE: IF VALVE OPERATING NUT IS MORE THAN 3' FEET BELOW FINISHED GRADE, PROVIDE STEM EXTENSION TO 1' BELOW FINISHED GRADE . VAULT WIDTH VARIES TO ACCOMMODATE OPERATOR BUTTERFLY VALVE & UNDERGROUND OPERATOR I· VARIES • I .:,.. . . . ·.:" : ~. ·, \\ ~G,l.. _ __..l;=====::!J-~· GRADE FLOOR TO DRAIN TOWARD ----' SUMP (12" PIPE, P.V.C. OR 12" SQ . BLOCK OUT) IN STREET 2" CORP . STOP PREMOLD AROUND PIPE @ WALLS (TYP.) PLAN 24"x40" MANHOLE FRAME & COVER CAST FRAME INTO TOP SLAB FILL WITH TOPSOIL TO DRAIN AWAY FROM VAULT IN EASEMENT EXISTING GROUND NOTE : VALVE POSITION INDICATOR REQUIRED. :ffi~!r-,f:;~~:!t:~~~::.t:::r::~ #5 @ 12" C-C EACH WAY SECTION CITY OF FORT WORTH, TEXAS BUTTERFLY VALVE DATE : 08-2007 WTR-038 2'-7" 2.25" ------1----------- I") I 2 .25" 8'-0" , 2·-10" 2'-7" FORT WORTH -.--1----:..------------------------------- PROJECT NAME 2 .5" '? -----------------:.:-PROGRAM NAME/FUNDING SOURCE °N I °N This project is managed by the Department Of Engineering Questions on this project, call 000-0000 (Weekdays 7:30a.m.-4:30p.m.) Questions on this project after hours, call 000-0000 After hours watyr and sewer emergencies, call 000-0000 2 .5" 3" FONTS : FORT WORTH LOGO -CHELTENHAM BOLD ALL OTHER TEXT -ARIAL LOGO COLORS : FORT WORTH -PMS 288 (BLUE) LONGHORN LOGO -PMS 725 (BROWN) E2-1 CONSTRUCTION \ \ \ \ 7'-6" \ LLwHITE \ \ \ L PMS 288 (BLUE) 3"R (TYP.) CITY OF FORT WORTH, TEXAS PROJECT SIGN -4'x8' 3" <.:> z a:: ~ 1-w ..J °N DATE: 08-2007 WTR-039 4#4 B6rs : . · . : (See Pion of .Typ,e '."A" M.H . . . For The Installation : Of, Steel : Bors And Additional · :1nformation)' • . ~: ; . Concrete-See------, · Standard · 4'Dio . · ' 'M~H. 'per fig ,M.· ' "'! •• ·: •• -: ·.• :' :. :· ··;·:. r' 30·:-i .. ·' ·: ' ' ' ' ' I l ' ' ·'· ' ·,,·,·. ... , :. ~~ :• · . .:.1. 1-o-------'.s'-o" :-· .•. '· "'. -~ . . ;,( ~ ~ .... · .. C ~· .. co ;· .. -·.'··,. · ....... '·\2f\: t., ·.~-----...;.J,......"'.";"'.'.:r;"' Pour Against Undisturbed ------'--------, '-~Orth 'or·. Wooden Fomis .... ·· -.... . . ··-. .. . • .. FIVE FOOT DIAMETER . MANHOLE '. ·'·-w7 ·i ·3o"···FRAME '8c' ·uo· Willi ··.,$:fA1N,IJ;s$·/srEE(•J99J<1N¢· .. •INSERT 3·o"Frame & lid ~:6 , • .• : ~ ... ·. . .. . ~ .... :-• .:····. !' •.·· .. · : ... . . . :~ -. ; .. : . . .. ··\:.: ·: " .. ·t-· . ·,.·· .. . .. -~-. • ... •:--· ...... .. --~-. ·, . :. · .... -~?.~.--·:·: . : .. ~ ;Min;., /:;.~ ~ .. _:. . ·--. :~/-. .-:::- . .... . -~ . : . -~ . -;•_.,: :, . E 1....:14 MATERIAL . E 2-14 CO NSTRUCTION . .. ~~--t-1------------r Q. 0 I t- t: z 3:: - 0:: c.., w z u z :J w 0 0. w 0 0:: w 0:: _J 0 0 I t-z <( z ~ -:, <io z t-I (/J • ~ t') <D X 0) N I I I r---o n n I N [:l 'llllipfi~~·"!!""'!!~----___ _.._........, .... (. ~;) .-l ~:'_:, :l :.:. •, }{}\ f ·. i:t·_::; NOTES : 1. THIS STRUCTURE TO BE USED ONLY WHERE PIPE SIZE IS 39" OR LARGER . 2. 2'x3' OPEN ING IN THE PIPE TO BE FABRI C A TED AT PIPE PLANT AND NOT IN THE FIELD, EXCEPT WHEN CONSTRUCTION IS ON EXISTING SYSTEM . E1-14 MATERIAL E2-;-.1~ CO~STRUCTION 8-#4 BARS (TYP .) 2" TYP . 3000 PSI CONCRET E ENCAS EME NT C ITY O F FORT W O RTH, TEXAS STANDARD TYPE "A" ACCESS MANHOLE PLAN VIEW DATE : 08-2 007 SAN-001 CONCRETE COLLAR PER PLANS OR AS DIRECTED BY ENGINEER (SEE SAN-009) CONCRETE -SEE __ _,/ STANDARD 4 ' DIA . M.H . DETAIL SAN-003 32" (MIN .) (2'x3' PENING) co ST AND ARD FRAME & LID (REF. STD. PRODUCT LIST) 4-#4 BARS ---------<M...., ......... """"'"": ... _.-------+iliai!~.._..,.~ SEE DETAIL SAN-001 FOR THE INSTALLATION OF STEEL BARS AND ADDITIONAL INFORM A llON. 8" MIN. POUR AGAINST UNDISTURBED EARTH OR WOODEN FORMS ::·i.-~i; -·~ ~ , .... #:: ~\=~} .... :•: •.; ·.~.:~-~;: ........ - }J]~f ~:. ~~g~;~E~~NCRETE----'riflf :-: STAINLESS STEEL INSERTS REQUIRED FOR SEWER PIPES 18" OR LARGER. E1-14 MATERIAL .E2-14 CONSTRUCTION . 4-#4 BARS 8 " MIN . NOTE: 1. THIS STRUCTURE TO BE USED ONLY WHERE PIPE SIZE IS 39" OR LARGER . CITY OF FORT WORTH, TEXAS STANDARD TYPE "A" ACCESS MANHOLE DATE : 08-2007 SAN-002 CONCRETE COLLAR PER PLANS OR AS DIRECTED BY ENGINEER (SEE SAN-009) 2 COATS OF BITUMASTIC COATING JOINTS RECOATED AFTER SECTIONS PUT TOGETHER r MANHOLE FRAME AND 24" DIA . COVER , EQUAL TO McKINLEY IRON WORKS NO. A24AM W/ PICK BARS. (REF. STD . PRODUCT LIST) ASTM C-76 , CLASS Ill RCP PRECAST MANHOLE SECTIONS OR EQUAL. (REF. E2-14) -+- /'' .~:·- , · -~·· -~· -; .··· ··:,:· ~-~--. ·;~.,-.:. Yr TRENCH WIDTH CONC. CRADLE TO EXTEND TO PIPE BELL 0-RING GASKETS @ JOINTS (TYP .) l SECTION A-A * * VARIES WITH PIPE DIA . A -... . ·· .. -------l ~-------i.: • .... ,_ A ··.,;~-".,: ....... . _.,.·. \':!·~ <~!-~. : z <0-~ T : z CX) -~ . ... . . -.. . ,.-.. -: . .:" ... :, USE 4000 PSI CONCRETE t SECTION 8-8 E1-14 MATERIAL E2-14 CONSTRUCTION CD MIN . 2 ROWS PREFORMED BITUMASTIC JOINT SEALANT BETWEEN GRADE RINGS (RAM-NEK OR APPROVED EQUAL) @ 4' DIA . FOR SEWER PIPE UP TO 21" DIA. 5' DI A. FOR SEWER PIPE UP TO 39" DIA . CITY OF FORT WORTH, TEXAS STANDARD 4' DIAMETER MANHOLE DATE : 08-2007 SAN-003 FINISH 15" BELOW FINISH RIM ELEVATION FOR STREET RECONSTRUCTION ~48" * MANHOLE FRAME ANO 24" DI A . COVER, EQUAL TO McKINLEY IRON WORKS NO . A24AM W/ PICK BARS. (REF. STD . PRODUCT LIST) CONCRETE COLLAR PER PLANS OR AS DIRECTED BY ENGINEER (SEE SAN -009) / ~~;....,.;.+-----2"x 8"x24" I.D. CONCRETE PRECAST GRADE RINGS CONFORMING TO ASTM C478 -----FLAT SLAB TOP MIN . 6" ""'-----~ei THICK, DESIGNED TO MEET OR EXCEED H-20 LOADING ----MONOLITHIC CONCRETE OR ASTM C478 PRECAST MANHOLE SECTIONS SECTION A-A NOTE : TO BE CONSTRUCTED OF 4000 PSI CONCRETE WITH STANDARD 300# MANHOLE RING AND COVER . E1-12 MATERIAL E2-12 CONSTRUCTION PLAN CITY OF FORT WORTH, TEXAS SHALLOW MANHOLE PRECAST JOINT DETAIL 48" R.G. * STREET CONTRACTOR TO INSTALL. WA TER AN D SANITARY SEWER CONTRACTOR TO PROVIDE AT A SITE DESIGNATED BY CONSTRUC- TION MANAGER . DATE: 08-2007 SAN-004 WHERE M.H.'S ARE BUil T IN STREETS TO BE PAVED, M.H . RIM TO BE SET TO PROPOSED PAVING GRADE. WHERE M.H.'S ARE IN THE STREET, INSTALL TWO OR MORE CONCRETE GRADE RINGS BETWEEN CASTING AND TOP OF PAVEMENT. USE DUCTILE IRON PIPE TO FIRST JOINT BEHIND LIMIT OF EXCAVATION CONCRETE COLLAR MANHOLE FRAME AND 24" DIA . COVER, EQUAL TO McKINLEY IRON WORKS NO . A24AM W/ PICK BARS. (REF . STD. PRODUCT LIST) INSTALL NUTS AWAY FROM M.H . WALL ON M.J. FITllNG COR-TEN BOLTS 4'-0" G) IF REQUIRED, PROVIDE STUB EXTENSION AT END OF P.E . IN M.H . WALL SLOPE 1"/1' TYP . CONCRETE COLLAR PER PLANS OR AS DIRECTED BY ENGINEER (SEE SAN-009) CONCRETE -SEE ST AND ARD 4' DIA. M.H. DETAIL SAN-003 o.d','\f-oo----.t,L,-<-,+--VERTICAL TO * POINT OF PIPE GROUTED INVERT-USE 4000 PS I CONCRETE THRUST BLOCK TO EXTEND 6 " IN ALL DIRECTIONS FROM OUTSIDE DIAMETER OF PIPE E1-14 MATERIAL E2-14 CONSTRUCTION CITY OF FORT WORTH, TEXAS STANDARD 4' DIAMETER DROP ACCESS MANHOLE G) 4' DIA. FOR SEWER PIPE UP TO 21" DIA . 5' DIA. FOR SEWER PIPE UP TO 39" DIA . DATE : 08-2007 SAN-005 NOTES: A . STANDARD PIPE FITTINGS SHALL BE USED TO FORM INVERTS OF JUNCTION MANHOLES WHEN POSSIBLE, WITH INSTALLATION AS FOLLOWS: 1. PIPE FITTING. 2 . POUR MANHOLE FLOOR TO SPRING LINE OF FITTING . 3 . BREAK OUT TOP OF F ITTING TO SPRING LINE . 4. POUR REMAINDER OF MANHOLE INVERT TO PROVIDE VERTICAL INVERT WALL UP TO 3/4 POINT OF THE LARGER PIPE INVOLVED , AS DETAILED. 5 . STEEL TROWEL FINISH INVERT OF MANHOLE. 8. WHEN SPECIAL SITUATIONS PROHIBIT USE OF STANDARD PIPE FITIINGS AS ABOVE OUTLINED, THE INVERT SHALL BE FORMED OF CONCRETE AND STEEL TROWEL FINISHED TO PROVIDE SIMILAR FUNCTIONAL CHARACTERISTICS TO THOSE AFFORDED BY THE ABOVE INSTALLATION . INVERTS THUS FORMED SHALL BE CONSTRUCTED TO THE ENGINEER'S SATISFACTION. CONCRETE SLAB E1-14 MAITRIAL E2-14 CONSTRUCTION --- ......_ __ PLAN VIEW SECTION A-A CITY OF FORT WORTH , TEXAS JUNCTION MANHOLE BOTTOM DATE: 08-2007 SAN-006 (/) w jy <( > DRILLED HOLE (CORED) E1-14 MATERIAL E2-14 CONSTRUCTION MANHOLE FRAME AND 24" DIA. COVER , EQUAL TO McKINLEY IRON WORKS NO . A24AM W/ PICK BARS. (REF. STD . PRODUCT LIST) CONCRETE COLLAR PER PLANS OR AS DIRECTED BY ENGINEER (SEE SAN-009) 77777/f-j~~~C::]77777 10' MIN. SEE ST AN OARD 4' ---. NOTES: DIA . MANHOLE DETAIL SAN-003 1. SLOPE OF INTERCONNECTING PIPE TO BE NOT LESS THAN 1 % 2 . FITTING WILL BE DUCTILE IRON W/ MECHANICAL JOINT 3. IF BEND IS USED, BEND SHALL NO T EXCEED 22.5" MECHANICAL JOINT GROUT ..... ·: ,.:· .... ··. ·= . .:.,., .... ,.: ' . t .·:: ·~ :· •, •.. I;~~ .. •: •, -~ ...... : ~. ·1>·· ...... ... ·· .._..,_.. ~·1: ..., . ·\.·,.: .,,, ..... : .. .. :: ' ..... , -:. ~:: ....... \~· .. LATERAL LINE 0 .1. BELL (RAM-NEK AROUND TAP) I 8" OR LARGER CITY OF FORT WORTH, TEXAS OFFSET MANHOLE TO SEWER MAIN LARGER THAN 24" DATE : 08-2007 SAN-007 / w a::: 0 a::: !D w w t- ....J w !D ~ <( ::f a:: 0 <( > VAR IABLE DIAMETER BORE TO BE LARGE ENOUGH TO PERMIT DES IGN TYPE PIPE TO BE PULLED OR JACKED THROUGH . ffi~ffi~ffi~ffi~ffi~ITT~ITT~ITTllimillmillmillmllimlliffiill111lliffiillffil I TYPICAL BORED SECTION LONGITUDINAL VIEW TYPICAL BORE WITH PIPE INSTALLED LONGITUDINAL VIEW CASING SPACERS TYPICAL END VIEW NOTE : 1. COMPRESS ION TYPE JOINTS TO BE USED IF POSS IBLE . 2. IF COMPRESS ION TYPE JO INT IS NOT AVAILABLE, M.J. TYPE SHALL BE USED AND JOINTS BOLTED BEFORE PULLING PIPE INTO PLACE. E1-15 MATERIAL E2-15 CONSTRUCTION PRESSURE GROUT AROUND PIPE . GROU T SHALL BE PROPORTIONED AS 1 CU . FT . OF CEMENT, 3 .5 CU. FT. OF CLEAN FINE SAND WITH SUFFICIENT WATER ADDED TO PROVIDE A FREE FLOWING THICK SLURRY. SEWER LINES SHALL BE SECURED BY CASING SPACERS AS MANUFACTURED BY CASCADE WATERWORKS MANUFACTURING CO ., ADVANCE PRODUCTS & SYSTEMS, OR APPROVED EQUAL . CITY OF FORT WORTH , TEXAS BORED CROSSING DETAIL DATE : 08-2007 SAN-008 COLLAR CONFIGURATION FOR PAVED AREA A L CLASS 'A'----. (3000 PSI) CONCRETE 8-#4 REBARS TYP . GRADE RINGS CASE 1 I CASE 2 CASE 1 COLLAR SHALL EXTEND TO TOP OF 2:27 CONCRETE (REBAR REQUIRED) CASE 2 COLLAR SHALL EXTEND 3" BELOW BOTTOM OF LOWEST GRADE RING (REBAR REQUIRED) E1-20, E1-21 MATERIAL E2-20, E2-21 CONSTRUCTION ... .. 4'-0" RAM-NEK SECTION A-A COLLAR CONFIGURATION FOR UNPAVED AREA 3" TYP . A J 0 I ;i. 1'4-" CHAMFER (TYP.) GROUND CONCRETE COLLAR HE IGHT VARIES (8" MIN ., 24" MAX .) G) REBAR SHALL BE PLACED 3" MIN . FROM TOP AND BOTTOM OF CONCRETE COLLAR. CITY OF FORT WORTH, TEXAS MANHOLE CONCRETE COLLAR DATE : 08-2007 SAN-009 8 l PLAN VIEW 4-#3 DOWELS SPACED EVENLY B j SECTION 8-8 SECTION A-A CITY OF FORT WORTH, TEXAS HYDRAULIC SLIDE NOTE: DROP THROUGH WILL BE POURED MONOLITHICALLY WITH CAST IN PLACE BENCH , OR DOWELED AND GROUTED TO PRECAST BENCH . DATE: 08-2007 SAN-010 CONCRETE COLLAR (PLAN VIEW) CONCRETE ANCHOR EXISTING OR PROPOSED SEWER SERVICE -- **CITY OF FORT WORTH STANDARD CLEANOUT CAP (PVC OR CAST IRON) DOUBLE BAND STAINLESS STEEL COUPLING ,._.,,_.. __ BACKFILL CLEANOUT STACK WITH NATIVE TOPSOIL COMPACTED TO 95% STANDARD PROCTOR DENSITY 4" STACK (IRON OR PVC) TWO WAY CLEANOUT TEE SDR-35 OR SDR-26 SERVICE SLOPE-VARIES 2% MIN . ' CLEANOUT NOTES 1. THE SWEEP TEE AND PIPE FITTINGS INSTALLED SHALL BE SDR-35 OR SDR-26 PVC MATERIAL. 2. CONNECTIONS TO THE EXISTING SERVICE SHALL BE MADE USING RUBBER SLEEVE COUPLINGS WITH STAINLESS STEEL DOUBLE BAND REPAIR SLEEVES. THE SLEEVES SHALL BE TIGHTENED TO THE TORQUE RECOMMENDED BY THE MANUFACTURER . 3 . SLOPE OF THE SANITARY SEWER SERVICE SHALL BE A MINIMUM OF 2 PERCENT. 4 . IN HIGH TRAFFIC AREAS (STREETS, DRIVEWAYS, SIDEWALKS & WALKWAYS), SERVICE CLEANOUT STACK AND CAP SHALL BE CAST IRON . 5 . IN NON-TRAFFIC AREAS, SERVICE CLEANOUT STACK AND CAP SHALL BE PVC MATERIAL. 6 . PIPE AND FITTINGS SHALL BE SDR-35 OR SDR-26 PVC WHEN NOT IN HIGH TRAFFIC AREAS . FERNCO FLEXIBLE COUPLING REQUIRED IF EXISTING SERVICE IS PRESENT, OTHERWISE PLUG. PAID FOR AS CLEANOUT SEWER MAIN 7. CONCRETE USED AROUND CLEANOUT ASSEMBLY SHALL BE 5 SACK, 3,000 PSI MIX . PRODUCT INFORMATION ** From Stanley Roberts & Assoc., Information Subject To Change. DESCRIPTION ~ PART NO . Cast Iron Lateral Cleanout 18 lbs ATL-424 W/ SS Bolts and Coupling Plastic Sewer Lateral Cleonout W/ SS Bolts and Coupling ~" SS BOLTS \.· 1.5" jil ~ ~--~~ 7.5" I : L 2 .25 lbs ATL-1524 PVC CLEANOUT \ PROPERTY LINE -----------DI SIDEWALK (CURB I STREET DRIVEWAY SIDEWALK I CAST IRON / CLEANOUT CURB ~' DRIVEWAY APPROACH STREET PROPERTY LINE PVC CLEANOUT BOOT CAST IRON CLEANOUT BOOT CITY OF FORT WORTH, TEXAS TWO WAY SERVICE CLEANOUT DATE : 08-2007 SAN-011 FINISH GRADE SEWER PIPE PLUG STACK A l I~ 0:: ::::i 011- · z 3: w 'l::E ~w 0:: (/) <( w 6" MIN . AT BOTTOM OR "B" BACKFILL ~~H==+++--NEW SANITARY SEWER LINE WITH STANDARD EMBEDMENT PER DETAIL WTR-034 NOTE : SERVICE LINE TEE AND STACK TO BE COMPATIBLE TO MAIN LINE MATERIAL OR AS DIRECTED BY ENGINEER. SECTION A-A PLAN CITY OF FORT WORTH, TEXAS CHIMNEY SERVICE A ~=====~ j DATE : 08-2007 SAN-012 E1-9 MATERIAL E2-9 CONSTRUCTION 12" 12" 12" 12 " TYPICAL SECTION BARREL OF PIPE END VIEW NOTE : USE 4000 PSI CONCRETE CITY OF FORT WORTH , TEXAS TYPICAL ANCHOR BLOCK FOR ELEVATED CROSSING DATE: 06-2007 SAN-013 EXISTING SURFACE BACKFILL AS APPROPRIATE E1 -20 MA TERI AL E2-20 CONSTRUCTION CD G) 6" MIN. DIMENSION. MAXIMUM FOR PAY PURPOSES SHALL BE 6" WHEN BID PER CUBIC YARD . @ 6" MIN. DIMENSION . MAXIMUM FOR PAY PURPOSES SHALL BE 6" ON MAINS 24" AND SMALLER, 9 " ON MAINS 30" AND LARGER, WHEN BID PER CUBIC YARD . G) CLASS 'E' (1500 PSI) CONCRETE CITY OF FORT WORTH, TEXAS CONCRETE CRADLE DATE: 08-2007 SAN-014 w _J CD <( er: <( > w N en w w I- w _J CD <( er: <( > w Cl.. a: 0:: w 3: w (/) >-0:: <( I- z <( (/) a:: 0 z <( :::; a:: I ~ w (/) >-a:: <( t-z <( (/) ....J di E1-9 MATERIAL E2 -9 CONSTRUCTION NOTE: }'4. OR % ROADWAY STANDARD CURB & GUTTER wi w _J CD z <( _J er: 0:: <( w> ~jw 3: t::! (/) _J '-.... w (.) Cl.. a: SERVICE LINE, MIN . 2% GRADE TYPICAL SECTION STANDARD CURB & GUTTER SECTION NOTE: EMBEDMENT AND BACKFlLL AS REQUIRED FOR ADJACENT SEWER MAIN SHALL BE INC LUDED IN THE PRICE BID PER SEWER SERVICE COMPLETE IN PLACE. TEES WILL BE USED ON ALL SERVICE LINES CONSTRUCTED AT THE SAME TIME AS PUBLIC SEWER. G) SEWER SERVICE LINE LOCATION TO BE MARKED WITH RED VINYL TAPE AT LEAST 3" WIDE AND 10 MIL THICK ATTACHED TO THE END OF THE SERVICE AND EXTENDING THROUGH THE BACKFILL AT THE POINT OF HOUSE SERVICE CONNECTION BEHIND THE PROPOSED CURB . DATE: 08-20 07 wl z ::J >-I- 0:: w Cl.. 0 a:: a... I I CITY O F FO RT WO RTH, TEXAS SEWER SERVICE LINE DETAIL SAN-019 CORRUGATED BLACK METAL TUNNEL LINER (12 GAUGE OR AS INDICATED IN SPECIAL PLANS & DOCUMENTS) en w t-. :5 ~ a... w 0:: ....J w CD Z ::; ::J 0:: ....J <{ w > z z :J t- ow ~ 0... w a:: ....J CD 0:: ::; ~ 0:: w ~ en ANNULAR SPACE GROUTED CUT AWAY LONGITUDINAL SECTION NOTE: FURNISH & INSTALL GROUT IN RA TIO OF 1 CUBIC FOOT OF CEMENT AND 3.5 CUBIC FEET OF CLEAN FINE SAND WITH SUFFICIENT WATER ADDED TO PROVIDE A FREE FLOWING THICK SLURRY. E1-15 MATERIAL E2-15 CONSTRUCTION END VIEW TUNNEL LINER FILL BETWEEN LINER AND SEWER PIPE WITH GROUT SEWER PIPE FURNISH & INSTALL SKIDS AS NECESSARY. SKIDS SHALL MEET THE APPROVAL OF THE ENGINEER . CITY OF FORT WORTH , TEXAS TYPICAL TUNNEL SECTION DATE : 08 -2007 SAN-020 COMPACTED BENTONITE CLAY OR 2:27 CONCRETE I· 2· ·I EXISTING GROUND 4' OR TO BOTTOM OF PAVEMENT BASE OR TOP SOIL MINIMUM TRENCH WIDTH -..._t,~"1'1,,____,,.,.. = PIPE DIA . + 1' I JRENCf! I WIDTH TYPICAL SECTION CITY OF FORT WORTH, TEXAS CLAY DAM DATE: 08-2007 SAN-021 EXISTING SURFACE E1 -7 MA TERI AL E2-7 CONSTRUCTION CD @ © BACKFILL AS APPROPRIATE CD 6" MIN. DIMENS ION. 6" MAX. FOR PAY PURPOSES WHEN BID PER CUBIC YARD. 6" MIN . DIMENSION. MAX. FOR PAY PURPOSES SHALL BE 6" ON MAINS 24" AND SMALLER, 9" ON MAINS 30" AND LARGER WHEN BID PER CUB IC YARD. 4" MIN. DIMENSION . 4" MA X. FOR PAY PURPOSES WHEN BID PER CUBIC YARD. CLASS 'E' (1500 PSI) CONCRETE. CITY OF FORT WORTH, TEXAS CONCRETE ENCASEMENT DATE: 08-2007 SAN-022 CUT AS REQ . FOR 6, 8, 10, & 12 INCH PIPE ALONG CUTTING GROOVE . WATER TIGHT ADAPTER (PVC TO PVC FOR PVC; CLAY TO PVC FOR CLAY) DETAIL 'A' N.T.S . PAVEMENT U1 w ci: <( > (0 N CAST IRON M.H. FRAME AND COVER DETAIL 'B' \---PLUG RISER PIPE -----f6 CROSS LINK HIGH DETAIL 'B' DENSITY POL YTHELENE ACCESS FITTING N.T.S. WATER TIGHT PLUG EXISTING GROUND TWO CONCRETE GRADE RINGS (MIN IMUM) AND NON-SHRINK GROUT ~~~:..__SAND AND STABILIZED SOIL COMPACTED TO 95% STD. PROCTOR DENSITY AND PLACED IN 6-INCH LIFTS BEGINNING AT THE WASTEWATER ACCESS DEVICE WORKING OUTWARD TO THE EXCAVATION WALLS -------J~~~:LLJ:;:~ CROSS LINK HIGH DENSITY POL YETHELENE ACCESS FITTING ~~~~00w~ COMPACTED-CRUSHED STONE , FINE GRADATION CITY OF FORT WORTH , TEXAS WASTEWATER ACCESS DEVICE DATE : 08-2007 SAN-023 The foUmving blank spaces in the Certificate of Insurance, Performance, payment and •— Maintenance Bonds, and Contract are not to be filled in by the Eidder at the time of submitting his proposal, These forms are i ncluded herein to familiarize the IR ldder with 4z, in , fr%rmc a lk;, �, t%,b i ACORQ CERTIFICATE OF LIABILITY INSURANCE I DATE (MM/DDIYYYY) 11/25/2008 PRODUCER (817)457-6700 FAX (817)457-7246 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION THE SWEENEY COMPANY ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 1121 E. Loop 820 South HOLDER . THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P O Box 8720 Fort Worth, TX 76124-0720 INSURERS AFFORDING COVERAGE NAIC# INSURED Conatser Construction TX, LP IN SURER A: Bituminous Casualty Corp 1~+ IX P.O.Box 15448 IN SURER B: Bituminous Fire & Marine Ins Co A+ IX Fort Worth, TX 76119 INSURER C: INSURERD:. INSURERE: COVERAGES THE POLICIES OF INSURANCE LISTED B ELOW HAVE BEEN ISSUED TO THE INSURE D NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY P A ID CLAIMS. 1~:: ~£.~! TYPE OF IN SURAN CE POLICY NUMBER P~.L!S;.~r.~~E~!' P!,?~'.\:~Y,~~f.~R,!<2\9,N LIMITS GENERAL LIABILITY CLP 3 255 208 08/01/2008 08/01/2009 EA CH OCCURRENCE $ 1 000,000 -DAMAGE TO RENTED X COMMERCIAL GENERAL LI ABI LITY nnr::::1•1t"l":'t" r,:;"" -·-· ·-----\ $ 100,000 -D CLAIMS MADE [I] OCCUR MED EXP (Any one person ) $ 5,000 -A X CONTRACTUAL, XCU PERSONAL & ADV INJURY $ 1,000,000 -X INDEP CONTRACTORS GEN ERAL AGGREGATE $ 2,000,000 - GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS · COMP/O P AGG $ 2,000,000 1 POLICY fxl fJf8r nLOC AUTOMOBILE LIABILITY CAP 3 523 271 08/01/2008 08/01/2009 COMB IN ED SINGLE LIMIT .__ ( Ea accident) $ X ANY AUTO 1,000,000 .__ X ALL OWNED AUTOS BODILY INJURY >--(Per person) $ X SC HEDULED AUTOS B x HIRED AUTOS BODILY IN JURY .__ (Per accide nt) $ X NON -OWNED AUTOS .__ f--PROPERTY DAMAGE $ I Per accident) GARAGE LIABILITY AUTO ONLY· EA ACCIDENT $ :=i ANY AUTO OTHER THAN EAACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY CUP 2 583 186 08/01/2008 08/01/2009 EACH OCCURRENCE $ 5,000,000 :TI OCCU R D C LAIMS MADE UMBRELLA AGGREGATE $ 5,000,000 A $ ;i DEDUCTIBLE $ RETEN TION $ 10,00C $ WORKERS COMPENSATION AND WC 3 523 272 08/01/2008 08/01/2009 x I T~~Jrnri~~ 1 tDTH-. S'R EMPLOYERS' LIABILITY 1,000,000 B ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT $ OFFICl;R/MEMBER EXCLUDED? E.L. DISEASE • EA EMPLOYEE $ 1 000,000 ~i~~1!'Fr~~vi~16~s b e low E.l. DISEASE -POLI CY LIMIT $ 1 000 000 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES/ EXCLUSIONS ADDED BY ENDORSEMENT/ SPECIAL PROVISIONS NATER & SANITARY SEWER REPLACEMENT CONTRACT 2008A, PROJ 1018, P2S3-60ll70l01 P258-701170101, DOE 6018 IN THE CITY OF FT WORTH. CERT HOLDER NAMED ADLN INSURED EXCEPT ON WORKERS COMP WITH GENL LIAB PRIMARY & NON-CONTRIBUTORY, WITH WAIVER OF SUBROGATION ALL POLICIES AS REQUIRED BY WRITTEN CONTRACT. 30 DAY CANC NOTICE AMENDED TO 10 DAY FOR NON-PAY OF PREMIUM. R CITY OF FORT WORTH 1000 THROCKMORTON FT WORTH, TX 76102 25 (2001/08) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL _1Q_ DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT , BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBL IGATION DR LIABILITY AUTHORIZED REPRESENTATIV~ r , CERTIFICAIB OF INSURANCE TO: CITY OF FORT WORTII Date~ NAME OF PROJECT: Water & Sewer Main Replacement Contract 2008A PROJECT NUMBER: Wtr. P253-6011701018, Swr P258-7011701018 DOE # 6018 City Project #1018 IS TO CERTIFY TIIAT: Conatser Construction TX, LP Conatser Management Group Inc is , at the date of this certificate, Insured by this Company with respect to the business operations hereinafter de scribed, for the type of insurance and accordance with provisions of the standard policies used by this Company, and further hereinafter described . Exceptions to standard policy noted on reverse side hereof. TYPE OF INSURANCE Policy Effective Expires Limits of Liability Worker's Compensation Comprehensive General Bodily Injury : Liability Insurance (Public E a. Occurrence: $ Liability) Property Damage: Ea . Occurrence : $ Blastinll; Ea . Occurrence : $ Collapse of Building or structures adjacent to Ea. Occurrence: $ --- excavations Damage to Underground Utilities Ea. Occurrence: $ Builder's Risk Comprehensive Bodily Injury : Automobile Liability Ea. Person: $ Ea. Occurrence:$ Property Damage: Ea. Occurrence : $ Bodily Injury : Contractual Liability Ea. Occurrence : $ Property Damage: Ea. Occurrence : $ Other Locations covered: All operations for the City of Fort Worth Description of operations covered : Water and Sewer Main Replacement Contract 2008 The above policies either in the body thereof or by appropriate endorsement provided that they may not be changed or canceled by the insurer in less than five (5) days after the insured has received written notice of such change/or cancellation. Where applicable local laws or regulations require more than five (5) days actual notice of change or cancellation to be assured, the above policies contain such special requirements , either in the body thereof or by appropriate endorsement thereto attached. The City, its officers, employees and servants shall be endorsed as an additional insured on Contractor's insurance policies excepting employer's liability insurance coverage under Contractor's workers ' compensation insurance policy. Agency Insurance Co. _________________ _ Fort Worth Agent By _________________ _ Address -----------------Title ________________ _ CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW Pursuant to V.T.C.A. Labor Code §406.96 (2000), as amended, Contractor certifies that it provides workers' compensation insurance coverage for all of its employees employed on City of Fort Worth Department of Engineering No . lo 018 and City of Fort Worth Project No. IOl8 . CONTRACTOR ---_ _._ _____ _ --~ STATE OF TEXAS COUNTY OF TARRANT § § § Name : Jerry Conatser , Presi dent of · Conatser Management Group, Inc , G .P. Title:----------- Date: N ~Y~Wlbif Qc5 , ;).(YJ't Before me, the undersigned authority, on this day personally appeared J<r ~ to~i(.. , known to me to be the person whose name is subscribed to the foreg ng instrumen ~ and acknowledged .to me that he executed the same as the act and deed of C_ona.-t-xr Cwsfr Li'-± lfiY> ·n l P for the purposes and consideration therein expressed and in the capacity therein stated. f-h Given Under My Hand and Seal of Office this ~ day of N ~ V . , 20 0 g . :.)f}!jl·· JAMIE L BROWN . i * :: 'P:{ ;i * i NOTARY PUBLIC \s-:; .. -:;;/ State of Texas , , ·· .... ~ .... ·· Comm . Exp. 06-27-2012 THE STATE OF TEXAS COUNTY OF TARRANT Bond NO: 022 023 6 80 PERFORMANCE BOND § § § KNOW ALL BY THESE PRESENTS: That we, (1) Conatser Construction TX, LP (Conatser Management Group Inc), as · Principal herein, and (2) --=L=-=i=-=b-=-e-=-r-=-t y'--"-M=u=t=ua=l"--"I=n=s=u r,._,a=n,_,.c..,.e---=C o,._.m,..p..,.a .... n .... y _____ __;_ _ _, a corporation organized under the laws of the State of (3) __ MA~----and who 1s 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 MILLION AND NO CENTS...... Dollars ($2,000,000 .00} for the payment of which sum we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Princi al has _ entered into a certain written contract with the Obligee dated the _day of NO\J l -2008, a copy of which is attached hereto and made a part hereof for all purposes, for the construction of: WATER AND SEWER REPLACEMENT CONTRACT 2008A AT VARIOUS LOCATIONS. NOW, THEREFORE, the condition of this obligation is such, if the said Principal shall faithfully perform the work in accordance with the plans, specifications, and contract documents and shall fully indemnify and hold harmless the Obligee from all costs and damages which Obligee may suffer by reason of Principal's default, and reimburse and repay Obligee for all outlay and expense that Obligee may incur in making good such default, then this obligation shall be void; otherwise, to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of such statute, to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have ex ecuted this instrument. SIGNED and SEALED this ___ day of _~N._.,_,Q..,_,V.__l _l ____ , 20 (/b . Conat s er Co n s t ruction TX, LP PRINCIPAL ATTEST: By:~ ~Conat se r (Principal) Secretary (SE AL) ATIEST: Secretary (SE AL) NOTE: (1) (2) (3) Title: President of Conatser Management Group, Inc . , GP Address: P. o. Bo x 1544 8 Fort Worth. TX 76) )9 Liber t y Mutual Insurance Company :~~~ Name: Glenna S . Davis Attorney in Fact Address: 17 5 Berkeley Stree t Bos t on, MA 02117 Telephone Number: 972 -233-9588 Correct name of Principal (Contractor). Correct name of Surety. State of incorporation of Surety Telephone number of surety must be stated. In addition, an original copy of Power of Attorney shall be.attached to Bond by the. Attorney-in-Fact. The date of bond shall not be prior to date of Contract. THE STATE OF TEXAS COUNTY OF TARRANT Bond NO: 0 2 20 2 368 0 PAYMENT BOND § § § KNOW ALL BY TH ESE PRESENTS: That we, (1), CONATSER CONSTRUCTION TX, LP (Conatser Management Group Inc) as Principal herein, and (2) Liberty MntuaJ Iosmaoce Campany ___ , a corporation organized and existing under the laws of the State of (3) --'MA==--- ___ , 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 MILLLION DOLLARS AND NO CENTS Dollars ($2,000,000,.00) for the payment whereof, the said Principal and Surety bind themselves and their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents: WHEREAS , the Principal has entered into a certain written contract with the Obligee dated the __ day of NOV 11 ---· , 20QQ.., 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: _..:.c.W-=a=-te"'"'r=--=a=n-=d-'S"'"'e""""w"""'e=r-R=e=p"""'l'""'a'""'c=em=e .... n....,t,__,,.C.,,,_on...._t ..... r....,a ..... c....._t_2....,0.....,.0....,.8....,A~----------- at Various Locations in the City of Fort Worth, TX DOE No: 6018 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully make payment to each and every claimant (as defined in Chapter 2253, Texas Government Code, as amended) supplying labor or materials in the prosecution of the work under the contract, then this obligation shall be void; otherwise, to remain in full force and effect. PROVIDED , HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statute, to the same extent as if it were copied at length herein. IN WITNESS WHEREOF , the duly authorized representatives of the Principal and the Surety have executed this instrument. SIGNED and SEALED this ___ day of __ ~N~Q~V_1_1 ____ , 20 0 iJ . ATTEST: Conatser Canstn1ct i ao TX IP PRIN ~IPAL ' By:_,~ ~ Name: Jerry Conatser (Principal) Secretary (SE AL) Title: President of Conatser Management Group, Inc., GP Address: P. o. Box I 5448 Fort Worth, TX 76119 Qg mu; fl) Biav'\ J · ~t-2 witns as to Principai ATTEST: Secretary (SEAL) NOTE: (1) (2) (3) --1.iQ.e.Lt-y M11t11a] Jnsuraoce Coropany :~~~ Name: Glenna S. Davis Attorney in Fact Address: )75 Berkeley Street Bastao, MA 021 )7 Telephone Number. 972-233-9588 Correct name of Principal (Contractor). Correct name of Surety. State of incorporation of Surety Telephone number of surety must be stated. In addition, an original copy of Power of Attorney shall be attached to Bond by the Attorney-in-Fact. The date of bond shall not be prior to date of Contract. Bond No: 022023680 MAINTENANCE BOND THE STATE OF TEXAS COUNTY OF TARRANT KNOW ALL BY THESE PRESENTS: § § § That CONATSER CONSTRUCTION TX, LP. (Conatser Management Group, Inc) ("Contractor"), as principal, and, Liberty Mutual Insurance Company organized under the laws of the State of __ MA ____ _ ("Surety"), do a corporation 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 MILLION Dollars ($2,000,000.00}, lawful money of the United States, for payment of which sum well and truly be made unto said City and its successors, said Contractor and Surety do hereby bind themselves, their heirs, executors, administrators, assigns and successors, jointly and severally. This obligation is conditioned, however, that: WHEREAS, said Contractor has this day entered into a written Contract with the City of Fort Worth, dated the __ of NOV 11 , 20 0Q;, a copy of which is hereto attached and made a part hereof, for the performance of the following described public improvements: WATER AND SEWER MAIN REPLACEMENTS CONTRACT 2008A, the same being referred to herein and in said contract as the Work and being designated as project number(s) WATER-P253-6011701018, SEWER P258-7011701018 and said contract, including all of the specifications, conditions, addenda, change orders and written instruments referred to therein as Contract Documents being incorporated herein and being made a part hereof; and , WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work that it will remain in good repair and condition for and during a period of after the date of the final acceptance of the work by the City; and WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term of Two (2) years; and WHEREAS, said Contractor binds itself to repair or reconstruct the Work in whole or in part at any time within said period, if in the opinion of the Director of the City of Fort Worth Department of Engineering , it be necessary; and, WHEREAS, said Contractor binds itself, upon receiving notice of the need therefore to repair or reconstruct said Work as herein provided. NOW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or reconstruct said Work in accordance with all the terms and conditions of said Contract, these presents shall be null and void, and have no force or effect. Otherwise, this Bond shall be and remain in full force and effect, and the City shall have and recover from Contractor and Surety damages in the premises as prescribed by said Contract. This obligation shall be a continuing one and successive recoveries may be had hereon for successive breaches until the full amount hereof is exhausted . IN WITNESS WHEREOF, this instrument is executed in eight (8) counterparts, each of which shall be deemed an original, this_ day of ! t , , A.D. 20~. NOV -· ATTEST: (SE AL) Secretary ATTEST: (SE AL) Secretary Conatser Construction TX, LP Contractor Title : President of Cona t ser Management Group, Inc., GP Liber t y Mutual Insurance Company Name : Gl enna S. Davis Title: Att orne y-in-Fac t 175 Berkel ey Str ee t Bos ton, MA 0 2 117 Address Tel No: 97 2-23 3-9588 t 2346239 THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. LIBERTY MUTUAL INSURANCE COMPANY BOSTON,MASSACHUSETTS POWER OF ATTORNEY KNOW ALL PERSONS BY THESE PRESENTS: That Liberty Mutual Insurance Company (the "Company"), a Massachusetts stock insurance company, pursuant to and by authority of the By-law and Authorization hereinafter set forth, does hereby name , constitute and appoint GREG A. WILKERSON, GLENNA S. DAVIS, CATHY VINSON, CAROLYN MAPLES, JOHN R. WILSON, ALL OF THE CITY OF FORT WORTH, STATE OF TEXAS ....................................................................................................................................... . , each individually if there be more than one named, its true and lawful attorney-in-fact to make , execute , seal , acknowledge and deliver, for and on its behalf as surety and as its act and deed , anv and all undertakings, bonds, recognizances and other surety obligations in the penal sum not exceeding TWENTY FIVE MILLION AND 00/100**"***************** DOLLARS ($ 25,000,000.00***** ) each , and the execution of such undertakings , bonds, recognizances and other surety obligations , in pursuance of these presents , shall be as binding upon the Company as if they had been duly signed by the president and attested by the secretary of the Company in their own proper persons . That this power is made and executed pursuant to and by authority of the following By-law and Authorization : ARTICLE XIII -Execution of Contracts : Section 5. Surety Bonds and Undertakings . Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe , shall appoint such attorneys-in-fact , as may be necessary to act in behalf of the Company to make , execute, seal , acknowledge and deliver as surety any and all undertakings , bonds, recognizances and other surety obligations . Such attorneys-in-fact , subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company . When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. By the following instrument the chairman or the president has authorized the officer or other official named therein to appoint attorneys-in-fact: Pursuant to Article XIII , Section 5 of the By-Laws, Garnet W . Elliott , Assistant Secretary of Liberty Mutual Insurance Company , is hereby authorized to appoint such attorneys-in-fact as may be necessary to act in behalf of the Company to make, execute , seal , acknowledge and deliver as surety any and all undertakings, bonds , recognizances and other surety obligations . That the By-law and the Authorization set forth above are true copies thereof and are now in full force and effect. "iii :::, .0 >, C: IV =5 ~ .... >en Cl)W Ee IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Company and the corporate seal of O CL Liberty Mutual Insurance Company has been affixed thereto in Plymouth Meeting, Pennsylvania this 29th day of May , :S:: 0 2008 <CC') 0~ COMMONWEAL TH OF PENNSYLVANIA COUNTY OF MONTGOMERY first above written . CERTIFICATE ss COMMONWEALTH OF PENNSYLVANIA Notart.Seal Teresa Pest:eJla, Nota,y Putk f'tylrlnJlh Twp.. Mon!ijomeiy Couily My~ Expires Mar. 22. 2Cm Mem1m. Pann,yivonla As•ooatlan of Nolan•» LIBERTY MUTUAL INSURANCE COMPANY By~~ W-iZ<"~ Garnet W . Elliott, Assistant Secretary By~ Terisa Pastella , Notary Public I, the undersigned , Assistant ecretary of Liberty Mutual Insurance Company , do hereby certify that the original power of attorney of wh ich the foregoing is a full, true and correct copy, is in full force and effect on the date of this certificate ; and I do further certify that the officer or official who executed the said power of attorney is an Assistant Secretary specially authorized by the chairman or the president to appoint attorneys-in -fact as provided in Article XIII , Section 5 of the By-laws of Liberty Mutual Insurance Company . This certificate and the above power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the following vote of the board of directors of Liberty Mutual Insurance Company at a meeting duly called and held on the 12th day of March, 1980 . VOTED that the facsimile or mechanically reproduced signature of any assistant secretary of the company , wherever appearing upon a certified copy of any power of attorney issued by the company in connection with surety bonds, shall be valid and binding upon the company with the same force and effect as though manually affixed . ... 'ti Cl) C: :l': IV oe ll.lV .!!!o J:0 -" _o, 0 C: >,Cl) ~Cl) :2~ -Cl) ~.o Cl)O =~ E cp -~~ 'Ecp Oo (.).- o«> 1-,.!. ~Liber1:J. ~ Mt1tual. Important Notice TO OBTAIN INFORMATION ABOUT THIS BOND OR TO MAKE A COMPLAINT: You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 800-252-3439 You may write the Texas Department of Insurance at: P. 0. Box 149104 Austin, TX 78714-9104 Your notice of claim against the attached bond may be given to the Surety Company that issued the bond by sending it to the following address: Liberty Mutual Surety Interchange Corporate Center 450 Plymouth Road, Suite 400 Plymouth Meeting, PA 19462-8284 You may contact the claim office by telephone at: 610-832-8240 Premium or Claim Disputes If you have a dispute concerning a premium, you should contact the agent first. If you have a dispute concerning a claim, you should contact the company first. If the dispute is not resolved , you may contact the Texas Department of Insurance. This notice is for information purpose s only and does not become a part of or a condition of the attached document. It is given to comply with Section 2253. 048, Government Code, and Section 53. 2 02, Property Code , Effective September 1, 2001 THE STATE OF TEXAS COUNTY OF TARRANT CITY OF FORT WORTH, TEXAS CONTRACT KNOW ALL BY THESE PRESENTS 11 This Contract made and entered into this the da A.D., 2008 , by and between the CITY OF FORT WORTH, a home-rule municipal corporation situated in Tarrant, Denton, Parker, and Wise Counties, Texas, by and through its duly authorized Assistant City Manager, ("Owner"), and (Contracting Company Name here), ("Contractor") Owner and CONATSER CONSTRUCTION TX LP. {Conatser Management Group Inc.) Owner and Contractor may be referred to herein individally as a "Party" or collectively as the "Parties." WITNESSETH: That said parties have agreed as follows: 1. That for and in consideration of the payments and agreements hereinafter mentioned to be made and performed by the Owner, and under the conditions expressed in the bond bearing even date herewith, the said Contractor hereby agrees with the said Owner to commence and complete the construction of certain improvements described as follows : WATER AND SEWER MAIN REPLACEMENTS CONTRACT 2008A 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 Water Department of the City of Fort Worth adopted by the City Council of the City of Fort Worth, which Plans and Specifications and Contract Documents are hereto attached and made a part of this contract the same as if written herein . 3. The Contractor hereby agrees and binds himself to commence the construction of said work within ten (10) days after being notified in writing to do so by the Department of Water (Engineering) of the City of Fort Worth . 4. The Contractor hereby agrees to prosecute said work with reasonable diligence after the commencement thereof and to fully complete and finish the same ready for the inspection and approval of the Department of Engineering of the City of Fort Worth and the City Council of the City of Fort Worth within a period of 365 Calender days. If the Contractor should fail to complete the work as set forth in the Plans and Specifications and Contract Documents within the time so stipulated , plus any additional time allowed as provided in the General Conditions, there shall be deducted from any monies due or which may thereafter become due him , the sum of $420 .00 Per working day, not as a penalty but as liquidated damages , the Contractor and his Surety shall be liable to the Owner for such deficiency . 5. Should the Contractor fail to begin the work herein provided for within the time herein fi xed or to carry on and complete the same according to the true meaning of the intent and terms of said Plans , Specifications and Contract Documents , then the Owner shall have the right to either demand the surety to take over the work and complete same in accordance with the Contract Documents or to take charge of and complete the work in such a manner as it may deem proper, and if in the completion thereof, the cost 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 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. 7 . The Contractor agrees , upon the execution of this Contractor, and before beginning work , to make, execute and deliver to City of Fort Worth the following bonds in the name of the City of Fort Worth in a sum equal to the amount of the Contract. The form of the bond shall be as herein provided and the surety must first be acceptable to the requirements of the Chapter 2253 of the Texas Government Code, as Amended. A. If the total contract price is $25 ,000 or less , payment to the contractor shall be made in one lump sum. Payment shall not be made for a period of 45 calendar days from the date the work has been completed and accepted by the Owner. B. 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 the claimants supply ing labor and material in the prosecution of the work. C 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 Owner. D . A Two-year Maintenance Bond in the name of the Owner is required for all projects to insure the prompt, full and faithful performance of the general guarantee contained in the Contract Documents . 8. The Owner agrees and binds itself to pay, and the Contractor agrees to receive, for all of the aforesaid work, and for all additions thereto or deductions therefrom, the price shown on the Proposal submitted by the successful bidder hereto attached and made a part hereof. Payment will be made in monthly installments upon actual work completed by contractor and accepted by the Owner and receipt of invoice from the Contractor. The agreed upon total contract amount (including/excluding) alternates n/a, shall be 2 Million Dollars, ($2,000,000.00). 9. It is further agreed that the performance of this Contract, either in whole or in part, shall not be sublet or assigned to anyone else by said Contractor without the written consent of the Owner. Any request for any sublease or assignment shall be made in writing and submitted to the Director of the Engineering Department. 10. The Contractor agrees to pay at least the minimum wage per hour for all labor as the same is classified, promulgated and set out by the City of Fort Worth, Tex as , a copy of which is attached hereto and made a part hereof the same as if it were copied verbatim herein. 11. It is mutually agreed and understood that this agreement is made and entered into by the parties hereto 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 ~ 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~ counterparts with its corporate seal attached. NOV 11 Done in Fort Worth , Texas, this the __ day of __ _...A.D., 2 008. RE~~ BY.~ DIRECTOR, DEPARTMENT OF WATER Co~ er Gn.9-f-rq_ "-h ~ 'Tx tp CONTRACTOR • Jerry Cona tse r. Pres iden t of Conatse r Manag ement Group, In c, G.P. TITLE CITY OF FORT WORTH FERNANDO COSTA, ASST CITY MANAGER ATTEST: CITY SECRETARY (SE AL) Contract AuthorizatioR \ \ h I }o<o APPROVED AS TO FORM AND p .Q .()J oy j5qt.(5? fey{ l,t JJ~ 1k1&11Cf LEGALITY: ADDRESS