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Home My WebLink AboutContract 26373 CITY SECRETARY 6000* D.O.E. FILE CITY CONTRACTOR'S BONDING CO. CONTRACT NO Y CONSTRUCTION'S COPY CLIENT DEPARTMENT 0 H, Fio PT Vi kT Now SPECIAL CONTRACT DOCUMENTS FOR FVA TER & SEWER MAIN REPLACEMENTS CONTRACT 2000A wh "MWSR2000A" PROJECT NUMBERS: PW53-060530175960 PS58-070580175250 DOE NO. 3111 Fort Worth Water Department 30 City of Fort Worth, Texas 4vagor And council communication DATE REFERENCE NUMBER LOG NAME PAGE 11/7/00 **C-18334 30REPLACE 1 of 2 SUBJECT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO WILLIAM J. SCHULTZ, INC. D/B/A CIRCLE "C" CONSTRUCTION COMPANY FOR WATER AND SEWER MAIN REPLACEMENTS CONTRACT 2000A RECOMMENDATION: It is recommended that the City Council: 1. Authorize the transfer of $1,262,525.00 from the Water and Sewer Operating Fund to the Water Capital Project Fund ($672,238.00) and the Sewer Capital Project Fund ($590,287.00); and 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water Capital Project Fund in the amount of $672,238.00 and the Sewer Capital Project Fund in the amount of $590,287.00 from available funds; and 3. Authorize the City Manager to execute a contract with William J. Schultz, Inc. d/b/a Circle "C" Construction Company in the amount of $1,133,200.00 for the Water and Sewer Main Replacements Contract 2000A. DISCUSSION: The work to be performed under this contract consists of replacing deteriorated water and/or sewer mains at various locations throughout the City which have exhibited recurring maintenance problems. The project was advertised for bid on July 13 and 20, 2000. On August 10, 2000, the following bids were received: BIDDERS BID AMOUNT TIME OF CONTRACT William J. Schultz. Inc. d/b/a Circle "C" $1,133,200.00 365 Calendar Days Construction Company Cleburne Utility Construction Company $1,199,906.00 B & H Utilities, Inc. $1,201,175.00 R. A. Development, Inc. $1,211,771.00 The engineer's estimate for this project was $1,321,120.50. The low bidder, William J. Schultz, Inc. d/b/a Circle "C" Construction Company, is in compliance with the City's M/WBE Ordinance by committing to 16% M/WBE participation. The City's goal on this project is 16%. This project is citywide. City of Fort Worth, Texas 4tayor and Council Communication DATE REFERENCE NUMBER LOG NAME PAGE 1117/00 **C-18334 1 30REPLACE 2 of 2 SUBJECT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO WILLIAM J. SCHULTZ, INC. D/B/A CIRCLE "C° CONSTRUCTION COMPANY FOR WATER AND SEWER MAIN REPLACEMENTS CONTRACT 2000A In addition to construction costs, a $50,000.00 contingency is required for possible change orders, and $79,325.00 is required for design, inspection, and survey services. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that upon approval and completion of recommendation No. 1, and adoption of the attached appropriation ordinance, funds will be available in the current capital budgets, as appropriated, of the Water and Sewer Capital Projects Funds. MG:k Submitted for City Manager's FUND ACCOUNT CENTER I AMOUNT CITY SECRETARY Office by: (to) 1&2)PW53 472045' 060530175960 $672,238.00 APPROVED Mike Groomer 6140 1&2)PS58 472045 070580175250 $590,287.00 Originating Department Head: 2)PW53 541200 060530175960 $629,895.00 CITY COUNCIL 2)PW53 531250 030530175960 $ 42,343.00 t 2)PS58 541200 070580175250 $553,305.00 Nov 7 2000 2)PS58 531250 030580175250 1 $ 36,982.00 A Douglas Rademaker 6157 (from) ► 1 1)PE45 538070 0609020 $672,238.00 city semotary of the -Additional Information Contact: 1)PE45 538070 0709020 $590,287.00 city of Fort Wort>1.Teras 3)PW53 541200 060530175960 $604,895.00 A.Douglas Rademaker 6157 3)PS58 541200 070580175250 $528,305.00 y �yya6 Adopted Ordinance No, SPECIAL CONTRACT DOCUMENTS FOR WATER & SEWER MAIN REPLACEMENTS CONTRACT 2000A "MWSR2000A" PROJECT NUMBER(S): PW53-060530175960 PS58-070580175250 D.O.E. No. 3111 ROBERT TERRELL DALE A. FISSELER, P.E. CITY MANAGER DIRECTOR WATER DEPARTMENT A. DOUGLAS RADEMAKER, P.E., DIRECTOR DEPARTMENT OF ENGINEERING PREPARED BY DEPARTMENT OF ENGINEERING �a p ••0 0 KENNETH E. MOSS ......................... 39384 ep.po ap'nF•.c�sTER.•G�� pnnS,cMA ao� � CITY OF FORT WORTH, TEXAS WA TEP DEPARTMENT WATER & SEWER MAIN REPLACEMENTS CONTRACT 2000A "MWSR2000A" PROJECT NUMBERS: PW53-060530175960 PS58-070580175250 D.O.E. No. 3111 DALE A. FISSELER, P.E. DIRECTOR WATER DEPARTMENT 2000 APPROVED / �rA.D UGL RADEMAKER, .E.,DIRECTOR,DEPARTMENT OF ENGINEERING APPROVED S.FRA NKCRUMB,P.F-,ENGINEERING COORDINATOR, WATER DEPARTMENT I APPROVED A 1 Cp Z� l GEORGE A.BEHMENE . .,ASSISTANT DIRECTOR,TIPW APPROVED �e //O-(n 4JJe/4v�� 7/D JOE r. TNU,P.E,ASSISTANT DIRECTOR/TRAFFIC ENGINEER,T/PW • 6 Z3 c�o RECOMMENDED DATE NOTICE TO BIDDERS Sealed proposals for the following: TITLE: WATER& SEWER MAIN REPLACEMENTS CONTRACT 2000A; "MWSR2000A" PROJECT NO. PW53-060530175960 PS58-070580175250 DOE NO. 3111 Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas, will be received at the Purchasing Office until 1:30 P.M. August 10, 2000, 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, Fort Worth, Texas. One set of documents will be provided to prospective bidders for a deposit of$20.00; such deposit will be refunded if the document is returned in good condition within 10 days after bids are opened. Additional sets may be purchased on a non-refundable basis for twenty dollars($20.00)per set. 6, Bid security is required in accordance with the Special Instructions to Bidders. LIncluded in the above will be all other miscellaneous items of construction as outlined in the Plans and Specifications. The City reserves the right to reject any and/or all bids and waive any and/or all irregularities. No bid may be withdrawn until the expiration of forty-nine (49) 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 forty-nine (49) 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) 871-7910. In accord with City of Fort Worth Ordinance No. 11923, as amended by Ordinance 13471, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. You may obtain a copy of the ordinance from the office of the City Secretary. In order for a bid to be considered responsive, the AFFIDAVIT STATEMENT included within these bid documents must be completed and submitted with your bid. Failure to submit the completed AFFIDAVIT STATEMENT shall render your bid non- responsive. The bidder shall submit the MBE/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The Documentation must be received by the managing department no later than 5:00 p.m., five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the Documentation was received by the City. Failure to comply shall be evidence that the Documentation was received by the City. Failure to comply shall render your bid non-responsive. For additional information, contact Adolfo Lopez @(817) 871-7829 or Ken Moss @ (817) 871-7989. BOB TERRELL GLORIA PEARSON CITY MANAGER CITY SECRETARY Department of Engineering A. Douglas Rademaker, Director Advertising Dates: Bye July 13, 2000 Jo Firing, July 20, 2000 Manager, Engine g Services SPECIAL INSTRUCTIONS TO BIDDERS 1. PREQUALIFICATION REQUIREMENTS: All contractors submitting bids are required to be pre-qualified by the Fort Worth Water Department prior to submitting bids. This pre- qualification process will establish a bid limit based on a technical evaluation and financial analysis of the contractor. current financial statement, an acceptable experience record, and an acceptable equipment schedule and any other documents the Department may deem necessary, to the Director of the Water Department at least seven (7) calendar days prior to the date of the opening of bids. a) The financial statement required shall have been prepared by an independent certified public accountant or an independent public accountant holding a valid permit issued by an appropriate state licensing agency, and shall have been so prepared as to reflect the current financial status to the submitting company. This statement must be current and not more than one (1)year old. In the case that a bidding date falls within the time a new statement is being prepared, the previous statement shall be updated by proper verification. r b) For an experience record to be considered to be acceptable for a given project, it must reflect the experience of the firm seeking qualification in work of both the same nature and technical level as that of the project for which bids are to be received. Lc) The Director of the Water Department shall be the sole judge as to the acceptability for financial qualification to bid on any Fort Worth Water Department project. d) Bids received in excess of the bid limit shall be considered non-responsive and will be rejected as such. Le)The City, in its sole discretion,may reject any bid for failure to demonstrate experience and/or expertise. Lf) Any proposals submitted by a non-pre-qualified bidder shall be returned unopened, and if inadvertently opened, shall not be considered. g) The City will attempt to notify prospective bidders whose qualifications (financial or experience) are not deemed to be appropriate to the nature and/or magnitude of the project on which bids are to be received. Failure to notify shall not be a waiver of any necessary pre-qualification. Revised 06/22/2000 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 bond, (1) the name of the surety shall be included on the current U.S. Treasury List, or(2) the surety must have capital and surplus equal to ten times the limit of the bond. The surety must be licensed to do business in the State of Texas. The amount of the bond shall not exceed the amount shown on the treasury list or one-tenth (1/10) the total capital and surplus. 3. BONDS: A performance bond, a payment bond, and a maintenance bond each for one hundred " (100%)percent of the contract price will be required, Reference C3-3.7. 4. WAGE RATES: Not less than the prevailing wage rates established by the City of Fort Worth, Texas, and as set forth in the Contract Documents must be paid on this project. 5. AMBIGUITY: In the case of ambiguity or lack of clearness in stating prices in the Proposal, the City of Fort Worth reserves the right to adopt the most advantageous construction thereof to the City or to reject the Proposal. L 6. BIDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas. lkw 7. NONRESIDENT BIDDERS: Pursuant to Article 601G, Tex. Rev. Civ. Stat., 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 is located. "Nonresident bidder" means a bidder whose principal place of business is not in this State, but excludes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. 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 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. Revised 06/22/2000 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 in connection with the terms, conditions, or privileges of their employment, discriminate against persons because of their age except on the basis of a bona fide occupational qualification, retirement plan, or statutory requirement. Contractor further covenants that neither it nor its officers, members, agents, employees, subcontractors, program participants, or persons acting on their behalf, shall specify, in solicitations or advertisements for employees to work on this contract, a maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification,retirement plan or statuory requirements. Contractor warrants if will fully comply with the Policy and will defend, indemnify and hold the City harmless against any claims or allegations asserted by third parties or subcontractors' alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this agreement. 10. DISABILITY: In accordance with the provisions of the Americans with Disabilities Act of 1990 ("ADA'), Contractor warrants that it and any and all of its subcontractors will not unlawfully discriminate on the basis of disability in the provision of services to the general public, nor in the availability, terms, and/or conditions of employment for applicants for employment with, or employees of Contractor or any of its subcontractors. Contractor warrants it will fully comply with ADA's provisions and any other state and local laws concerning disability and will defend, indemnify, and hold the City harmless against any claims or allegations asserted by third parties or subcontractors against the City arising out of Contractor's and/or its subcontractors' alleged failure to comply with the above referenced laws concerning disability discrimination in the performance of this agreement. 11. MINORITY AND WOMEN BUSINESS ENTERPPRISES: In accord with City of Fort Worth Ordinance No. 11923, as amended by Ordinance 13471, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. In order for a bid to be considered responsive the AFFIDAVIT STATEMENT included within these bid documents must be completed and submitted with the bid. Failure to submit the completed AFFIDAVIT STATEMENT shall render your bid non-responsive. The bidder shall submit the MBE/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The Documentation must be received by the managing department no later than 5:00 p.m., five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom the delivery was made. Such receipt shall be evidence that the Documentation was received by the City. Failure to comply shall render your bid non-responsive. Revised 06/22/2000 12. Upon request, Contractor agrees to provide the Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) on the contract and payment thereof. Contractor further agrees to permit any audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate Federal State or local laws or ordinances relating to false statements. Further, any such misrepresentation facts (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three(3)years. Revised 06/22/2000 PART B -PROPOSAL This proposal must not be removed from this book of Contract Documents. L TO: Robert Terrell LCity 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 CONTRACT 2000A; "MWSR2000A'. Water Project No. PW53-060530175960 Sewer Project No. PS58-070580175250 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 L 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 y Engineering Department of the City of Fort Worth, Texas; and binds himself upon acceptance of L 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 UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT (Furnish and install, including all appurtenant work,complete in place, the following items) (D-No. refers to related items in the Part D Special Conditions:) L B-1 UNIT I: WATER ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANT TL ITY BID PRICES ,1,=EI•,IN WORDS PRICE AIVIOTUNT 1. 50 L.F. 4-Inch PVC Pipe (DR-14), D-27;Per Linear Foot: J Dollars 00 00 and -7 r Cents $ $ 900 2. 1000 L.F. 6-Inch PVC Pipe (DR-14), D-27; Per Linear Foot: Dollars 00 o(j and Cents $ 2y $ 2yGOO 3. 2500 L.F. 8-Inch PVC Pipe (DR-14), D-27; Per ineaz Foot: 00 o c� Dollars `30 75'-000 D G and Cents 1$/� 4. 500 L.F. 10-Inch PVC Pipe(DR-14), D-27; Per Linear Foot: ,& �_�-r� Dollars and �� Cents $ 32 00 $ / QQ oG 5. 1000 L.F. 12-Inch PVC Pipe(DR-14), D-27; Per Linear Foot: Dollars 0OQ and Cents $ 'YS1 $ 3�DOD 6. 50 L.F. 4-Inch Ductile Iron Pipe, Class 51,D-26;Per Linear Foot: Dollars O p O U and Cents $ 211 $ IZDO B-2 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT 7. 100 L.F. 6-Inch Ductile Iron Pipe, Class 51,D-26; Per Linear Foot: Dollars oD 6G and Cents $ 2a0© 8. 100 L.F. 8-Inch Ductile Iron Pipe, Class 51, D-26;Per Linear Foot: Dollars 00 .* and ` As- Cents $ L"9 $ z 900 9. 100 L.F. 10-Inch Ductile Iron Pipe, - Class 51, D-26; Per Linear Foot: Dollars 00 00 and v /7,16 Cents $ 3O $ 3000 10. 100 L.F. 12-Inch Ductile Iron Pipe, Class 51, D-26; Per Linear Foot: Dollars 00 G G T � Cents $ $ Z00,0 11. 250 L.F. 16-Inch Ductile Iron Pipe, Class 51, D-26; Per Linear Foot: y Dollars 00 Cents $ $ �0© O 'P U. 50 L.F. 4-Inch Ductile Iron Carrier Pipe, Class 51,with Casing Spacers, km D-26;D-28; Per Linear Foot: Dollars 00 60 L Cents $ $ 2000 L 6L L B-3 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT 13. 50 L.F. 6-Inch Ductile Iron Carrier Pipe, Class 51,with Casing Spacers, D-26;D-28;Per Linear Foot: Dollars 00 00 ane Cents $ S3— $ 2 75"0 14. 50 L.F. 8-Inch Ductile Iron Carrier Pipe, Class 51,with Casing Spacers, D-26; D-28; Per Linear Foot: Dollars 00 06 and Cents $ to O $ "-?00D 15. 50 L.F. 10-Inch Ductile Iron Carrier Pipe, Class 51, with Casing Spacers, D-26; D-28; Per Linear Foot: , ad" -_"!!�;.e DollarsD 0 06 / and �U Cents $ !D,S— $ (.' ?5'0 16. 50 L.F. 12-Inch Ductile Iron Carrier Pipe, Class 51, with Casing Spacers, D-26; D-28; Per Linear Foot: O Dollars and Cents $ �i�Oa $ Ly/-; o G 17. 50 L.F. 16-Inch Ductile Iron Carrier Pipe, Class 51,with Casing Spacers, D-26;D-28; Per Linear Foot: 7ew,,"zko d Dollars 00 00 and ZV-&) Cents $ /OD $ TODD 18. 50 L.F. 16-Inch Casing Pipe by Boring, and Jacking with Pressure Grout, D-28; Per Linear Foot: a4f 6/4Dollars p0 G �J and Cents $ l5-0 $ 7 ©0 aim B-4 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT 19. 50 L.F. 18-Inch Casing Pipe by Boring, and Jacking with Pressure Grout, D-28; Per Linear Foot: A tom' ,} 4Z2&1A e ollars op oD and e?_ko Cents $ ZZS s / '5 4 20. 50 L.F. 24-Inch Casing Pipe by Boring, and Jacking with Pressure Grout, D-28; Per Linear Foot: .tiro l/ Q/ _Dollarso0 oG and Cents $ 0SD $IZ15r0_ 0 21. 50 L.F. 30-Inch Casing Pipe by Boring, and Jacking with Pressure Grout, D-28; Per Linear Foot: 1_t Dollars e)o �G and D Cents $ 32D $ loDdD 22. 50 L.F. 16-Inch Casing Pipe by Direct Bury, D-28; Per Linear Foot: ' Dollars CIO and n--ry Cents $ �o $'? y4© 23. 50 L.F. 18-Inch Casing Pipe by Direct Bury, D-28; Per Linear Foot: Dollars and .1 Cents $ 70 $ '?''0- Q� 24. 50 L.F. 24-Inch Casing Pipe by Direct Bury, D-28; Per Linear Foot: _ .44aA Dollars 00 06 and �-�c� Cents $�_ $ YDUD B-5 Ida ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT 25. 50 L.F. 30-Inch Casing Pipe by Direct Bury, D-28; Per Linear Foot: t9 rte Dollars OG O G and , Cents $ X00 $ y`-ooh jw 26. 5 E.A. 4-Inch Gate Valve w/Cast Iron w Box and Lid, D-25; Per Each: QS ' 0 /,W�ollars ©d 00 and U Cents $ 300 $ lSG0 27. 10 E.A. 6-Inch Gate Valve w/Cast Iron Box and Lid, D-25; Per Each: Dollars 00 OQ and Cents $ SOD $ L5_000 28. 10 E.A. 8-Inch Gate Valve w/Cast Iron Box and Lid, D-25; Per Each: Dollars n0 rr:c1 Cents $ 6O© $ (O©O 00 29. 2 E.A. 10-Inch Gate Valve w/Cast Iron Box and Lid, D-25; Per Each: . 60� ® Dollars OQ O and ,,-v, Cents $ 7OD $ /L100 30. 2 E.A. 12-Inch Gate Valve w/Cast Iron Box and Lid,D-25; Per Each: Dollars oO 00 and Cents $ /ZD D $ 31. 2 E.A. 16-Inch Resilient-Seated Gate Valve and Ault, D-6 ; Per Each: 7. am ee Dollars 06 OD and Cents $ $ B-6 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT 32. 2 E.A. 16-Inch Double Disk Gate Valve and Vault,D-25; Per Each: c� Dollars 00 and e224) Cents $ 7000 $ l5/000 �G 33. 1 E.A. Cut-In 4"Gate Valve w/Cast Iron �- Box and Lid, D-25, D-30;Per Each: U,-,--ODollars 00 00 `� and irzd Cents $ Sao $ soa 34. 2 E.A. Cut-In 6"Gate Valve w/Cast Iron Box and Lid,D-25,D-30; Per Each: �cvn 4�ollars 00 and Cents $ /700 $ 3y00 OG 35. 5 E.A. Cut-In 8"Gate Valve w/Cast Iron Box and Lo,,D-25, D-30; Per Each: �Y1.tirzt zi _Dollars 00 00 and Cents $ /900 $ t_5'00 36. 2 E.A. Cut-In 10"Gate Valve w/Cast Iron Box and Lid,D-25,D-30; Per Each: Dollars o0 00 andCents $ $ 2 400 37. 2 E.A. Cut-In 12"Gate Valve w/Cast Iron Box and Lid, D-25,D-30; Per Each: Dollars OC) add Cents $ Z�00 $ cS000 OG 38. 2 E.A. Remove and Salvage 16"Gate Valve and Vault,D-24;Per Each: - �•r�t cC Dollars DO G d Zv Cents $ /S!)0 $ ? B-7 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT 39. 10 Tons Cast Iron/Ductile Iron Fittings, D-26;Per Ton: -Y. -�_ Dollars 00 00 and ,-Ale Cents $ 3001? $ 3000 40. 10 E.A. Standard Fire Hydrant, 3'-6" Bury Depth; Per Each: .�' �,� �.M��,.•,� Dollars 00 00 and ,ted Cents $ /'?00 $ /2003 41. 10 V.F. Fire Hydrant Bbl. Extension, Per Vertical Foot: _k itp Dollars 00 00 and `,,,� Cents $ 2u5_0 $ ZL5-00 42. 5 E.A. Remove Existing Fire Hydrant, D-24; Per Each: a4-,eJ Dollars 00 06 and •,ZU Cents $ 340 $ I500 43. 1 E.A. Install 1-Inch Air and Vacuum ReleaseVa1F��ult; Per Each: air, r ��--A -7 e o rl Dollars o0 cc and /r'Lv Cents $ 22 00 $ 20 00 44. 1 E.A. Install 2-Inch Air and Vacuum Release Valve w/Vault;Per Each: tea' Dollars00 and Cents $ $ 45. 1 E.A. Install 4-Inch Blow Off w/4" Gate Valve & Sump Manhole, Per ach•� � � aM Dollars Q6 aid 7,-u Cents $, Y 'Yoo $.�56' B-s ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES .WRITTEN IN WORDS PRICE AMOUNT 46. 1 E.A. 16"X 12"Tapping Sleeve and 12-Inch Valve wBox; For C.I.,D.I., or lConcrete Main;Per Each: Ale �Jjgg2e_Dollars 00 O G dCents $ 47. 1 E.A. 16"X 10"Tapping Sleeve and 10-Inch Valve wBox; For C.I.,D.I., or Concrete Main; Per Each: Dollars pQ 00 and Cents $ ZZ00 $Z 00 48. 1 E.A. 16"X 8"Tapping Sleeve and 8-Inch Valve wBox;For C.I., D.I., or Concrete Main; Per Each: -&,10 Dollars OG o G and Cents $ 0006) $ Z004 49. 1 E.A. 16"X 6"Tapping Sleeve and 6-Inch Valve wBox; For C.I.,D.I., or Concrete Main; Per Each: Dollars pp a G and �n t� Cents $ /,ADD $�Q 50. 1 E.A. 16"X 4"Tapping Sleeve and 4-Inch Valve wBox;For C.I.,D.I., or Concrete Main; Per Each: -� eZ �.n t / Dollars 0 0 and Cents $ /Zoo $ /Z©0 Q G 51. 1 E.A. 12"X 12"Tapping Sleeve and 12-Inch Valve wBox; For C.I.,D.I., or Concrete Main; Per Each: y .f c L r,o6 Dollars QO 0 d and �-=.c� Cents $ 2DO0 $ 0060 B-9 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOTJ",'i' 52. 1 E.A. 12"X 10"Tapping Sleeve and 10-Inch Valve wBox;For C.I.,D.I., or Concrete Main;Per Each: l9rz e, 0'-r7 0,6 1J�1� um..- Dollars 00 o G and& Cents $ /.000 $ /�pQ 53. 1 E.A. 12"X 8"Tapping Sleeve and 8-Inch Valve wBox; For C.I.,D.I., or Concrete Main;Per Each: .AA&W, Dollars oU 00 and ism Cents $ /,/,100 $ A/0010 54. 1 E.A. 12"X 6"Tapping Sleeve and 6-Inch Valve wBox; For C.I., D.I., or Concrete Main; Per Each: CL"C6 04 c4 e c4f Dollars ©a 00 il d '_A_Z-d Cents $ 115-00 $ /SOO 55. 1 E.A. 12"X 4"Tapping Sleeve and 4-Inch Valve wBox; For C.I.,D.I., or Concrete Main; Per Each: a, cA Dollars 00 and Cents $ 11:5)100 $ /1040 56. 1 E.A. 10"X 10"Tapping Sleeve and 10-Inch Valve wBox;For C.I.,D.I., or Concrete Main; Per Each: Dollars o 4 fend Cents $ 1,5_00 $ /,SSOO �G 57. 1 E.A. 10"X 8"Tapping Sleeve and 8-Inch Valve wBox;For C.I.,D.I., or Concrete Main; Per Each: Dollars oO Cl d Cents $ 45-0 0 $ 45-0 C1 B-10 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES EN IN WORDS PRICE AMOUNT 58. 1 E.A. 10"X 6"Tapping Sleeve and 6-Inch Valve wBox; For C.I.,D.I., or Concrete Main; Per Each: ��; 4 , , /, Dollars OU G d --r-ze-) Cents $ 45-00 $ 00 59. 1 E.A. 10"X 4"Tapping Sleeve and 4-Inch Valve wBox;For C.I.,D.I., or Concrete Main;Per Each: r/L011ars 00 and Cents $ Alo $ 0000 60. 1 E.A. 8"X 8"Tapping Sleeve and 8-Inch Valve wBox; For C.I.,D.I., or CCoonc reteain;Per Each Dollars 00 00 Ad �,,,,, Cents $ /S©© $ /S-00 61. 1 E.A. 8"X 6"Tapping Sleeve and 6-Inch Valve wBox; For C.I.,D.I., or Concreteam;Per Each: � ,/ Dollars ..,-� Cents $/SD O 62. 1 E.A. 8"X 4"Tapping Sleeve and 4-Inch Valve wBox; For C.I.,D.I., 4 or Concrete Main;Per Each: 4.�z-,--;lDollars and II-1w) Cents $ �?o 0_ $ Poo 63. 1 E.A. 6"X 6"Tapping Sleeve and 6-Inch Valve wBox; For C.I.,D.I., or Concrete Main; Per Each: a.>-?0,/- c •el Dollarsa 00 d > Cents $ / OD $ Y40 B-11 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT 64. 1 E.A. 6"X 4"Tapping Sleeve and 4-Inch Valve wBox;For C.I.,D.I., or Concrete Main; Per Each: ," e_Dollars O0 00 and .-rr.ra Cents $ goo $ g00 65. 10 E.A. 2-Inch Service Taps to Main, D-23, D-68; Per Each: �.. :�. .►A/ Dollars 00 o G Cents $ S-S-D $ S-5-06 66. 10 E.A. 1-1/2-Inch Service Taps to Main, D-23, D-68; Per Each: D. �f-q ztz rDollars 00 00 and Cents $ XS-o $ Y/S'O O 67. 10 E.A. 1-Inch Service Taps to Main, D-23; Per Each: Dollars 00 00 d Cents $ �/oD $ yoa� 68. 10 E.A. 3/4-Inch Service Taps to Main, D-23; Per Each: J Dollars 3Q o'6 and tet) Cents $ .00 $ ' O 69. 200 L.F. Install 2-Inch Copper Service, D-23, D-68;Per Linear Foot: Dollars 04yD0 p o and Cents $ ZQ -F B-12 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT 70. 200 L.F. Install 1-1/2-Inch Copper Service, D-23,D-68;Per Linear Foot: Dollars 0000 3oO� and ,n�� Cents $ l� $ 71. 1000 L.F. Install 1-Inch Copper Service, D-23;Per Linear Foot: . � Dollars 674 00 and �-t� Cents $ 72. 200 L.F. Install 3/4-Inch Copper Service, D-23; Per Linear Foot: Dollars o® a a and Cents $ $ ZDO 73. 5 E.A. Relocate 2-Inch Service Meters, and Meter Boxes, D-23,D-68; Per Each: a/ Dollars OG 00 and s Cults $ /O p $ 6-00 74. 5 E.A. Relocate 1-1/2-Inch Service Meters, and Meter Boxes,D-23,D-68;Per Each: "/ Dollars p O and n-iy Cents $ jO6 $ SCaO 75. 5 E.A. Relocate 1-Inch Service Meters, and Meter Boxes,D-23;Per Each: �"` o'►�t , Dollars and Cents $ /DD °° $ S"DO 0 76. 5 E.A. Relocate 3/4-Inch Service Meters, and Meter Boxes, D-23;Per Each: 0121 .y _0� d Dollars oD and Cents $ $ c,SbD o B-13 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT 77. 5 E.A. Install Multiple Service Branches For 2-Inch Copper Service, D-23,D-68;Per Each Dollars 00 and Tsui Cents $ Zoo $ /000 78. 5 E.A. Install Multiple Service Branches For 1-1/2-Inch Copper Service, D-23,D-68;Per Each: Dollars and Cents $ zoo $ /©00 79. 5 E.A. Install Multiple Service Branches For 1-Inch Copper Service, D-23;Per Each: Dollars and ,ate+ Cents $ SOD vv $ /D© �G 80. 50 E.A. Furnish and Set Class `B' Meter Boxes,D-23; Per Each: � 7rl_ _Dollars v0 00 and Cents $ /DD $ SD©0 81. 50 E.A. Furnish and Set Class `A' Meter Boxes, D-23; Per Each: �rr,I Z,,.,e..,o0' Dollars 00 C70 and •— > Cents $ ©0 $ 0�� 82. 5000 L.F. Furnish and Lay 2-Inch Pipe and Fittings for Temporary Service, D-32; Per Linear Foot: r Dollars and Cents $ Z $ /0000 P B-14 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL IVO_ QUANTITY BTD PRICES WRITTEN IN WORDS PRICE ATMOU`.T 83. 5 E.A. Water Sample Station Installation, Fig. 33 or 34/, D-53;Per Each: &"-.e Dollars 00 00 and Cents $ /00 $ SD p 84. 5 E.A. Relocate Sprinkler System Backflow Preventor or Control Valve&Box, D-61; Per Each: ,44 Dollars 00 o C_.) and s Cents $ 3©D $ /SQ O 85. 10 E.A. Cut and Plug Existing Mains in Separate Trenches,All sizes, D-24; Per Each: o7ve ��,�e-*��aL Y Dollars 0 a 0 and nom[) Cents $ /,000 $ /0000 86. 1000 L.F. Trench Safety System, D-20; Per Linear Foot: ih.y Dollars 00 and :e� Cents $ D $ /00 87. 100 L.F. Extra Depth of Water Mains; Per Linear Foot: Dollars U and _e Yt. Cents $ ' w $ /O 88. 18 L.F. 12-Inch Cl. 51 DIP, for Sanitary Sewer Replacement at Variable Depth, D-10; Per Linear Foot: -Z .fes.;,t Dollars d Lo and 17-Lc-) Cents $ 3,57 $ C X30 B-15 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT 89. 18 L.F. 10-Inch Cl. 51 DIP, for Sanitary Sewer Replacement at Variable Depth, D-10;Per Linear Foot: _ ��•�: `/_L Dollars OU and �,�,, Cents 90. 18 L.F. 8-Inch Cl. 51 DIP, for Sanitary Sewer Replacement at Variable Depth, D-10;Per Linear Foot: .� � Dollars Gyd 00 and 121-24 Cents $ SD $ � 91. 18 L.F. 6-Inch Cl. 51 DIP, for Sanitary Sewer Replacement at Variable Depth, D-10;JPer Linear Foot: Dollars and Cents $ Z, G $ 5_0 y o 92. 5 E.A. Dehole, 0 ft. - 5 ft. in Depth, D-33; Per Each: a-n Z° L ,/ Dollars o6 o C! and /7-6 Cents $ l00 $ S-0 0 93. 2 E.A. Dehole, 5 ft. - 10 ft. in Depth, D-33; Per Each: Dollars 00 and Cents $ 200 $ 94. 2 E.A. Dehole, 10 ft. - 20 ft. in Depth, D-33;Per Each: � jol Dollars Od Q v and Cents $ 1100 $ or co B-16 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT 95. 10 E.A. Job Move In, D-41;Per Each: ti Dollars 00 00 and Cents $ /006 $ /000 96. 10 E.A. Emergency Situation Job Move In, D-64; Per Each: Dollars 00 O CJ and ,mc) Cents $ lSD 0 $ /S'00 d 97. 100 L.F. Hydro Mulch Seeding, D-50;Per Linear Foot: Dollars Z 60 00 and Cents $ $ ZDO 98. 100 L.F. Sodding, D-50; Per Linear Foot: ,0/'w..0 Dollars 00 00 " an ,, Cents $ S $ x'00 99. 25 L.F. Concrete Encasement,Per Fig. 20, D-34; Per Linear Foot: . , Dollars 00 d and Cents $ 3s,_ $ 75— O 100. 5 C.Y. Concrete Riprap, D-43;Per Cubic Yard: 111:f Dollars and ,,.�,, Cents $ ?S" D� $175- 0 101. 10 C.Y. Crushed Limestone, D-16;Per Cubic Yard: Dollars and Cents $ OD $ 70 O B-17 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO, QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT 102. 10 C.Y. Class `B' Concrete(2500#); Per Cubic Yard: I Dollars 00 d 0 and cru, Cents $ /O $ /00- 103. /0 ©_103. 10 C.Y. Class `E' Concrete(1500#); Per Cubic Yard: Dollars 00 00 and Cents $ /0 $ /00 104. 100 L.F. Concrete Curb and Gutter Replacement, D-15, D-65;Per Linear Foot: Dollars 00 0 0 and .,Z-1IJ Cents $ ZO $ 2,000 105. 25 S.Y. Concrete Sidewalk or Driveway Replacement, D-15; Per Square Yard: Dollars 00 and , Cents $�- $ 97S- 400 106. 100 S.Y. Replace Paving in Parking Areas, D-19; Per Square Yard: _ - Dollars Qa Q,Q and Cents $ 3O $ 107. 500 L.F. Concrete Pavement on 2:27 Concrete Base,Fig. 1, D-17; D-18; Per Linear Foot: DollarsG. 0 and nzy Cents $ �O D $27�-000 B-18 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN FORDS PRICE AMOUNT 108. 100 L.F. Brick on Reinforced Concrete Base, Fig. 3,D-17,D-18; Per Linear Foot: 0 Dollars ov pG and v 3 Cents $ ,_57bcd 109. 500 L.F. Min 2-Inch HMAC on 2:27 Concrete Base, Fig. 4, D-17;D-18; Per Linear Foot: Dollars and and Cents $ $ /y000 e 110. 500 L.F. 2-Inch HMAC on 2:27 Concrete Base,Fig. 5, D-17; D-18; Per Linear Foot: Dollars 00 and U � Cents $ $ H000 111. 100 L.F. Min 1-1/2-Inch HMAC on Reinforced Concrete Base,Fig. 2, D-17;D-18; Per Linear Foot: Dollars 00 06 and Cents $ 39 $ d?'�POQ 112. 100 L.F. 2-Inch HMAC on 8-Inches Crushed Stone Base(Temp. Pvmt.)Fig. 5R, D-17; D-18; Per Linear Foot: Dollars and ,,,�,-� Cents $ /Z [�O $/ZOO ©� 113. 1000 L.F. 2-Inch Hot or Cold Mix Rolled Temporary Pavement, Fig.A, D-44; Per Linear Foot: Dollars and Cents $ $ �0 B-19 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT 114. 1000 L.F. Flex Base Material,Temporary Paving Repair,Fig. A, D-44; Per Linear Foot: Dollars oo ov and -17-x-co Cents $ $ 'C)a OU `� TOTAL AMOUNT BID $ Oo D y c?9 Sr * Type of Pipe Used PVC DR-14: _ DIP Class 51: B-2o UNIT II: SEWER ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT 1. 50 L.F. 6-Inch PVC Pipe, 0 Ft. - 6 Ft. Trench Depth, D-27;Per Linear Foot: stir cc Dollars 400 O 0 and rrui Cents $ 24 $ /,?nn 2. 50 L.F. 6-Inch PVC Pipe, 6 Ft. - 8 Ft. Trench Depth, D-27; Per Linear Foot: Dollars '00 o(J and Cents $ 17 $ /'-?S0 3. 50 L.F. 6-Inch PVC Pipe, 8 Ft. - 10 Ft. Trench Depth, D-27; Per Linear Foot: Dollars p 0 a d and Cents $ Z $ 4. 50 L.F. 6-Inch PVC Pipe, 10 Ft. - 12 Ft. Trench Depth, D-27; Per Linear Foot: lnG Dollars pp o and Jnr) Cents $ Z? 5. 750 L.F. 8-Inch PVC Pipe, 0 Ft. - 6 Ft. Trench Depth, D-27;Per Linear Foot: ® Dollars and nr� Cents $ J O0 $ 22 0 00 B-21 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY DTD PRICES WRITTEN IN WORDS PRICE AMOUNT 6. 750 L.F. 8-Inch PVC Pipe, 6 Ft. - 8 Ft. Trench Depth, D-27; Per Linear Foot: C -,no Dollars op and Cents $ 3� oo 7. 200 L.F. 8-Inch PVC Pipe, 8 Ft. - 10 Ft. Trench Depth, D-27; Per Linear Foot: t = z Dollars 00 00 and Cents $ 32 $ x/00 8. 100 L.F. 8-Inch PVC Pipe, 10 Ft. - 12 Ft. Trench Depth, D-27; Per Linear Foot: 11—Y,, Dollars o 0 and �-Lt� Cents $ 33 $ OD 9. 100 L.F. 8-Inch PVC Pipe, 12 Ft. - 14 Ft. Trench Depth, D-27; Per Linear Foot: Dollars �(J and J Cents $ 3y 100 $3yOd 10. 100 L.F. 8-Inch PVC Pipe, 14 Ft. - 16 Ft. Trench Depth, D-27; Per Linear Foot: _Dollars o U anT U /7-W-) Cents $ L39 $ S9DQ 11. 100 L.F. 8-Inch PVC Pipe, 16- Ft. - 18 Ft. Trench Depth, D-27; Per Linear Foot: Dollarso4 and/-/mCents $ $ zD0 $-22 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT 12. 200 L.F. 10-Inch PVC Pipe, 0 Ft. - 6 Ft. Trench Depth, D-27; Per Linear Foot: I f -l-1,, Dollars �o 0 6 and v Cents 13. 200 L.F. 10-Inch PVC Pipe, 6 Ft. - 8 Ft. Trench Depth, D-27; Per Linear Foot: Dollars 06 o0 and -"h-[a Cents 14. 200 L.F. 10-Inch PVC Pipe, 8 Ft. - 10 Ft. Trench Depth, D-27; Per Linear Foot: �!f z,u- Dollars 100 and "no Cents $ � $ OO . 15. 100 L.F. 10-Inch PVC Pipe, 10 Ft. - 12 Ft. Trench Depth, D-27; Per Linear Foot: Dollars 00 00 and Cents $ $ 3cS-OD 16. 100 L.F. 10-Inch PVC Pipe, 12 Ft. - 14 Ft. Trench Depth, D-27;Per Linear Foot: -.e Dollars 00 d 0 and All Cents $ �?'o $ Y000 17. 100 L.F. 10-Inch PVC Pipe, 14 Ft. - 16 Ft. Trench Depth, D-27;Per Linear Foot: Dollars 00 O Cents B-23 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT 18. 100 L.F. 10-Inch PVC Pipe, 16-Ft. - 18 Ft. Trench Depth, D-27; Per Linear Foot: " �=& . Dollars Cents $� $ foo O 19. 100 L.F. 12-Inch PVC Pipe, 0 Ft. - 6 Ft. Trench Depth, D-27; Per Linear Foot: LJ :�; Dollars 00 O d and s Cents $91 $ "0� 20. 100 L.F. 12-Inch PVC Pipe, 6 Ft. - 8 Ft. Trench Depth, D-27; Per Linear Foot: &d4- -� Dollars and Cents $sem v 21. 100 L.F. 12-Inch PVC Pipe, 8 Ft. - 10 Ft. Trench Depth, D-27; Per Linear Foot: Dollars ppo© u 0 and Cents $ $ . 22. 100 L.F. 12-Inch PVC Pipe, 10 Ft. - 12 Ft. Trench Depth, D-27;Per Linear Foot: --i�- Dollars a D Oo a Q and 0 �-zv Cents $ $ 3fn 23. 100 L.F. 15-Inch PVC Pipe, 0 Ft. - 6 Ft. Trench Depth, D-27; Per Linear Foot: . 's Dollars O� 3�DD o� and �o Cents $ y $ B-24 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT 24. 100 L.F. 15-Inch PVC Pipe, 6 Ft. - 8 Ft. Trench Depth, D-27;Per Linear Foot: 1 ..� Dollars and Cents $ ss $ 3Soo 25. 100 L.F. 15-Inch PVC Pipe, 8 Ft. - 10 Ft. Trench Depth, D-27;Per Linear Foot: Dollars and U —A-7,0 Cents $ 3 7 26. 100 L.F. 15-Inch PVC Pipe, 10 Ft. - 12 Ft. Trench Depth, D-27; Per Linear Foot: Dollars o C) Aid- Cents $�Q $ DO O 27. 100 L.F. 6-Inch Ductile Iron Pipe, 0 Ft. - 6 Ft. Trench Depth, D-26; Per Linear Foot: Dollars and Cents $ 3/ o 0 $ /per 00 28. 100 L.F. 6-Inch Ductile Iron Pipe, 6 Ft. - 8 Ft.Trench Depth, D-26; Per Linear Foot: `"..j Dollars 00 A CG and U .�z Cents 29. 50 L.F. 6-Inch Ductile Iron Pipe, 8 Ft. - 10 Ft. Trench Depth, ■ D-26;Per Linear Foot: '60 Dollars 00 , o - and Cents $ . B-25 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID FRICES WRITTEN IN WORDS PRICE AMOUNT 30. 50 L.F. 6-Inch Ductile Iron Pipe, 10 Ft. - 12 Ft. Trench Depth, D-26; Per Linear Foot: .. ":�aDollars o0 00 and 0 Cents $ $ 170o 31. 200 L.F. 8-Inch Ductile Iron Pipe, 0 Ft. - 6 Ft. Trench Depth, - D-26; Per Linear Foot: -! .A—..� Dollars 00 and vCents $ Sz o 32. 200 L.F. 8-Inch Ductile Iron Pipe, 6 Ft. - 8 Ft. Trench Depth, D-26; Per Linear Foot: �d Dollars 00 oG and �,-,.c� Cents $ 00 33. 200 L.F. 8-Inch Ductile Iron Pipe, 8 Ft. - 10 Ft. Trench Depth, D-26; Per Linear Foot: �sr,H Dollars 00 00 and Cents $.�� $ dD . 34. 100 L.F. 8-Inch Ductile Iron Pipe, 10 Ft. - 12 Ft. Trench Depth, D-26;Per Linear Foot: -� Dollars S, as 35`-a O °0 anu �.-vc� Cents $ $ 35. 100 L.F. 8-Inch Ductile Iron Pipe, 12 Ft. - 14 Ft. Trench Depth, D-26; Per Linear Foot: Dollars — � od oQ and � � Cents B-26 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT 36. 100 L.F. 8-Inch Ductile Iron Pipe, 14 Ft. - 16 Ft. Trench Depth, D-26; Per Linear Foot: Dollars 00 00 ani Cents $�_ $ O O 37. 100 L.F. 8-Inch Ductile Iron Pipe, 16 Ft. - 18 Ft. Trench Depth, D-26; Per Linear Foot: { Dollars 00 0 Cj an � Cents $ SSS+ $ 38. 100 L.F. 8-Inch Ductile Iron Pipe, 18 Ft. -20 Ft. Trench Depth, D-26; Per Linear Foot: f 2Dollars 00 00 ane Cents $ 5-1 $ '5700 _. 39. 200 L.F. 10-Inch Ductile Iron Pipe, 0 Ft. - 6 Ft. Trench Depth, D-26; Per Linear Foot: Dollars 6WO and Cents $ :O $ 00 . 40. 200 L.F. 10-Inch Ductile Iron Pipe, 6 Ft. - 8 Ft. Trench Depth, D-26;Per Linear Foot: Dollars od and Cents $ 3 y $ to 0000 7 41. 200 L.F. 10-Inch Ductile Iron Pipe, ` 8 Ft. - 10 Ft. Trench Depth, 1, D-26;Per Linear Foot: Dollars DO 00 and Cents $ $ 7,000 B-27 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT 42. 100 L.F. 10-Inch Ductile Iron Pipe, 10 Ft. - 12 Ft. Trench Depth, D-26;Per Linear Foot: Q Dollars 00 0 O and Cents $ 43. 100 L.F. 10-Inch Ductile Iron Pipe, 12 Ft. - 14 Ft. Trench Depth, D-26;Per Linear Foot: i _"azkz Dollars 00 00 and ,,2 Cents $ 3800 44. 100 L.F. 10-Inch Ductile Iron Pipe, 14 Ft. - 16 Ft. Trench Depth, D-26; Per Linear Foot: zel O'n-P Dollars o o 00 and — Cents $ 0 $ V/00 45. 100 L.F. 10-Inch Ductile Iron Pipe, 16 Ft. - 18 Ft. Trench Depth, D-26;Per Linear Foot: Dollars 00 00 anC Cents $ '{F4© 46. 100 L.F. 10-Inch Ductile Iron Pipe, 18 Ft. - 20 Ft. Trench Depth, D-26;Per Linear Foot: Dollars 0c,� C1D amff U ��' Cents $ �y $ SS�Od 47. 50 L.F. 12-Inch Ductile Iron Pipe, 0 Ft. - 6 Ft. Trench Depth, D-26; Per Linear Foot: Dollars 00 fld and j� <f Cents $ J�? $ B-28 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT 48. 50 L.F. 12-Inch Ductile Iron Pipe, 6 Ft. - 8 Ft. Trench Depth, D-26; Per Linear Foot: _1 - Dollars Od 00 and v Cents $ 9 $ Sd -- 49. 50 L.F. 12-Inch Ductile Iron Pipe, 8 Ft. - 10 Ft. Trench Depth, D-26; Per Linear Foot: -a" rte Dollars � $ 00 v atm U Cents $ Z/Od - �,�o 50. 50 L.F. 12-Inch Ductile Iron Pipe, 10 Ft. - 12 Ft. Trench Depth, D-26; Per Linear Foot: Dollars G a d �r� Cents $ $ 51. 25 L.F. Bore & Jack 6"DIP w/Pressure Grout, D-26; Per Linear Foot: d Dollars O G and Cents $ Z�D $ &/-?5-6 52. 25 L.F. Bore & Jack 8"DIP w/Pressure Grout, D-26; Per Linear Foot: Dollars O d 0'0 and Cents $ J0,0 $ 75-0 d 53. 25 L.F. Bore&Jack 10"DIP w/Pressure Grout, D-26; Per Linear Foot: -,4 . Dollars p u v d and �-ir, Cents $6 V^O $ 7,S-O d . B-29 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT 54. 25 L.F. Bore &Jack 12"DIP w/Pressure Grout, D-26;Per Linear Foot: --AtA". A =__ &4-,m/ Dollars o p 0 u and Cents $s DD $ 7S0© 55. 25 L.F. Bore &Jack 15"DIP w/Pressure Grout, D-26; Per Linear Foot: Ll-e' Dollars 00 and -17-uj Cents $ 35-0 o $ ,?7S-Q 56. 20 E.A. Vacuum Test for Sanitary Sewer Manhole, D-57; Per Each: &Yio /., r*/ Dollars 00 o u and tjCents $ 45-6 $ '.F000 57. 20 E.A. Standard 4-Foot Diameter Manhole to 6 Feet Depth, D-21; Per Each: cl Dollars o c 00 and �rJ Cents $ /too $ Z 5�0 00 58. 20 V.F. Additional Depth Over 6 Foot of Standard 4-Foot Diameter Manhole, D-21; Per Vertical Foot: Dollars e!G 0,0 and Cents $ 59. 5 E.A. Standard 4-Foot Diameter Drop Manhole to 6 Feet Depth, D-21; Per Each: pd 00 d� , zv«von-.,v/ Drs S/POS oP� 9noo and # —Cents B-30 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT 60. 5 V.F. Additional Depth Over 6 Foot of 4-Foot Diameter Drop Manhole, D-21; Per Vertical Foot: txru � � liars ¢o o C/ and nts /20 �O D 61. 5 E.A. Shallow Manhole Per Fig. 106, D-21; Per Each: - �►d� -, Dollars 00 and rny Cents $ 62. 20 E.A. Concrete Collar for Manhole, Per Fig. 121, D-21; Per Each: 1.dv1 ,lam Dollars 00 00 and 17-1, Cents $ 0'.5-0 $ 'S'O n O . 63. 20 E.A. Watertight Manhole Inserts, D-21; Per Each: c-,?7u car 0 Dollars 00 06 and Cents $ /00 $ 2000 . 64. 5 E.A. Adjust& Seal Existing Manhole, D-21; Per Each: -� :�a4-oe/ Dollars 100 ©G and Cents $ 00 $ /�S'OC� 65. 5 E.A. Remove Existing Sewer Manhole, D-24; Per Each: Dollars 0C� Cents $_. $ Z44D B-31 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT 66. 5 E.A. Abandon Existing Sewer Manhole, D-24; Per Each: Dollars 00 4 U u) Cents $ DO $ 200 O 67. 100 E.A. 4-Inch Sanitary Sewer Service Tap, D-22; Per Each: 64" ,aLu d✓ Dollars 00 00 and Cents $3a0 $ 0000 . 68. 25 E.A. 6-Inch Sanitary Sewer Service Tap, D-22; Per Each: Dollars 00 00 d o Cents $ Y06 $ 16000 . 69. 25 E.A. 8-Inch Sanitary Sewer Service Tap, D-22; Per Each: cO� Dollars 00 00 and Cents $ J. X00 0 70. 500 L.F. 4-Inch Sanitary Sewer Service Line Replacement or Installation, D-22; Per Linear Foot: Dollars 00 o Q and Cents 71. 100 L.F. 6-Inch Sanitary Sewer Service Line Replacement or Installation, D-22; Per Linear Foot: Dollars DO and �ru� Cents $ 2 �� $ B-32 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT 72. 100 L.F. 8-Inch Sanitary Sewer Service Line Replacement or Installation, D-22; Per Linear Foot: ,.� Dollars ud OG and Cents $ Z�/ $-Z `l00 73. 5 E.A. Cut and Plug Existing Mains All Sizes; Per Each: fru _46 L0-�� 0,,-" aL _� X� c4v-,,,O� Dollars 00 O Cj and _7z� Cents $ /300 $ loS0O . 74. 1500 L.F. Trench Safety System, D-20; Per Linear Foot: Dollars and ince Cents $ .� P� 0 $ 00 75. 15 E.A. Job Move-in; D-41; Per Each: Dollars 00 OG and Cents $ Poo $ 2000 76. 10 E.A. Emergency Situation Job Move-In, D-64; Per Each: a4 W Dollars pb �Q and .141y) Cents $ /c5700 $/SOOD 77. 25 L.F. Hydro Mulch Seeding, D-50; Per Linear Foot: 59- 4 1 u Dollars o 0 0 and -*ICents $ 3 $ Z B-33 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT 78. 25 L.F. Sodding, D-50; Per Linear Foot: Dollarse 00 an - Cents $ S $ 79. 25 L.F. Concrete Encasement,Fig. 113, D-34; Per Linear Foot: 4" Dollars np n 0 an Cents $ ,S-O $ /?.570 80. 20 C.Y. Concrete Riprap, D-43; Per Cubic Yard: —�► Dollars 00 00 and n-,1, Cents $ $ /SbD 81. 5 C.Y. Crushed Limestone, D-16; Per Cubic Yard: Dollarsp4 0 0 and lr,o Cents $ $ 82. 5 C.Y. Class `B' Concrete (#2500); Per Cubic Yard: Dollars OD Q and Cents 83. 5 C.Y. Class `E' Concrete(#1500); Per Cubic Yard: ' '47,U Dollars OGD C) 3 and , Cents s ,-5'0 B-34 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMO TL NIT 84. 10 S.Y. Concrete Sidewalk or Driveway Replacement, D-15; Per Square Yard: Dollars 00 0� and Cents $ 20 $ Zoo 85. 100 L.F. Concrete Curb and Gutter Replacement, D-15,D-69; Per Linear Foot: 0o ab' "�— Dollars � a o Q and Cents $ ZO $ 2000/0 . 86. 100 L.F. Concrete Pavement on 2:27 Concrete Base,Fig. 1, D-17;D-18;Per Linear Foot: Dollars 00 00 and Cents $ s-0 ss-000 . 87. 50 L.F. Brick on Reinforced Concrete Base, Fig. 3; D-18 Per Linear Foot: Dollars off} o 0 anctV Cents $ 5-0 $ 45 -o 0 . 88. 250 L.F. Min 2-Inch HMAC on 2:27 Concrete Base,Fig. 4, D-17; D-18; Per Linear Foot: -Zd� Dollars OD 4o and----a32—Cents $ 30 $ 7,5-06 89. 500 L.F. 2-Inch HMAC on 2:27 Concrete Base,Fig. 5, D-17; D-18; Per Linear Foot: Dollars 00 00 and Cents $ .70 $ /'5-o06-- B-35 ©06 .B-35 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT 90. 100 L.F. Min 1-1/2-Inch HMAC on Reinforced Concrete Base, Fig. 2, D-17; D-18; Per Linear Foot: Dollars 00 and 0,17V3 Cents $ 30 $ 2006 . 91. 1500 L.F. 2-Inch HMAC on 8"Crushed Stone Base (Temp. Pvmt.), Fig. 5R, D-44; Per Linear Foot: ✓>�J o0 DollarszoG and ,�,-u� Cents 92. 1500 L.F. 2-Inch Hot or cold Mix Rolled Temporary Pavement Fig. A, D-44; Per Linear Foot: Dollars 0.0 o 4 G and ? Cents $ $ /'?000 . 93. 1500 L.F. Flex Base Material for Temporary Pavement Repair, Fig. A, D-44; Per Linear Foot: _Aae^ nn DollarsO G and n1_0 Cents Cents $ 7 $ 105-00. 94. 100 S.Y. Replace Paving in Parking Areas, D-19; Per Square/Yard: . .(�.wr Dollars and n-�,� Cents $ 2 S� o� A� $ Z Sr0 O 95. 1000 L.F. Pre-Construction Cleaning and Television Inspection of Sanitary Sewer Line, D-52; Per Liner Foot: Dollars 00 00 and Cents $ y $ 20,0 B-36 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT 96. 1000 L.F. Post-Construction Television Inspection of Sanitary Sewer Lines, D-56; Per Linear Foot: u•� Dollars QO C9 and <7te) Cents $�_ $ ,-7000 . TOTAL AMOUNT BID $_S aS * Type of Pipe Used PVC Pipe (SDR-35, Per EI-25,6 - 15 inch): PVC Pipe(PS-46,Per E1-27, 6 - 15 inch): PVC Pipe(Composite Pipe, Per E1-29, 8 - 15 inch): PVC Pipe(Corrugated Pipe, Per EI-31,6 - 15 inch): oa TOTAL AMOUNT BID WATER o5 TOTAL AMOUNT BID SEWER $ �J ZcV"ZOS_ a� ".0 00 GRAND TOTAL AMOUNT BID $ o� r B-37 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. The principal place of business of our company or our parent company or majority owner is in the State of Texas. B-38 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, Z,i i c l G. C,017J- ell By: , Title: /`?//�� .' ' • Address:D �r�l�o•'I , /it' 7; Telephone: .�/ 7 293-A�-? (Seal) Date: B-39 City of Fort Worth Minority and Women business Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY If the total dollar value of the contract is $25,000 or more, the M/WBE goal is applicable. If the total dollar value of the contract is less than$25,000,the M/WBE goal is not applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority/Women Business Enterprises(M/WBE) in the procurement of all goods and services to the City on a contractual basis. The objective of the Policy is to increase the use of M/WBE firms to a level comparable to the availability of M/WBEs that provide goods and services directly or indirectly to the City. All requirements and regulations stated in the City's_current Minority,and Women'Business Enterprise Ordinance apply to this bid: WIMBE PROJECT GOALS The City's MBE/WBE goal on this project is %of the base bid value of the contract. COMPLIANCE TO BID SPECIFICATIONS On City contracts of$25,000 or more, bidders are required to comply with the intent of the City's M/WBE Ordinance by either of the following: 1. Meet or exceed the above stated M/WBE goal,or; 2. Good Faith Effort documentation,or; 3. Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. 1''M/WBE.UOjizdO.dhi 6ftn if goal received by 5:00 p.m.,five(5)City business days after the __ %•,.k 1-11 .. is met or axce`ede bid opening date,exclusive of the bid opening date. .:,Good faith Effort,Porm,_and..M/WBE received by 5:00 p.m.,five(5)City business days after the Utilization Form,if participation is bid opening date,exclusive of the bid opening date. less than stated ggal 3:•Gooa FaithEffort•Form if no received by 5:00 p.m.,five(5)City business days after the .. _ f. participation bid opening date,exclusive of the bid opening date. 4. Prime Contractor Waiver Form: received by 5:00 p.m.,five(5)City business days after the bid opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S M/WBE ORDINANCE,WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS. Any questions,please contact the M/WBE Office at(817)871-6104. Rev.5/17/00 ATTACHMENT 1l Page 1 of: City of Fort Worth Minority and Women Business Enterprise Spet ca dons MBE/WBE UTILIZATION � Cr�e � 6 PI PM '1 16 C �� _ PRIME COMPANY NAME r� B DATE iirn__t0 S R a06d rr �� 5 3-O60S3o/� 5�jbp ,Oji. 31JI 11POJECT NAME PROJECT NUMBER ps 15 g-o 7oSg6 /?5a so 'S M/WBE PROJECT GOAL: 110 M/WBE PERCENTAGE ACHIEVED: - ilure to complete this form, in Its entirety with supporting documentation, and received by the Managing jepartment on or before 5:00 p.m. five(5)-City_business days after bid operiing, exciusive of bid opening date, will suit in*the bid being considered non-responsive to bid specifications. The undersigned bidder agrees to enter into a formal agreement with the MBE and/or WBE firms for work listed in this thedule, *conditioned, upon executiod o* f.a contract with the City of Fort Worth. The intentional and/or knowing isrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non-responsive to specifications. Company Name, Contact Name, Certified Specify All Contracting Specify A11 Items to be Dollar Amount Address,and Telephone No. Scope of Work(') Supplied(*) V 00 V x co f' 2 /✓)tel kQ 5 q n d pe X413 �7:10 . , 3 r.1 - 3 3 9 93• y krC r Ht n /• '�6i� c7 o v� 5' U) OtA lj�c 411q6 r I N g .C.+M q53c�k / )q a4l MANBEz must be located In the 9(nine)county marketplace or currently doing business In the marketplace at the time of bid. Specify all areas in which MWBE's are to be utlitsed andror Items to be supplied: A complete listing of Items tC be supplied Is required In order to receive credit toward the W&BE goal. �)Identify each Tier level. Tier.Means the level of subcontracting below the prime contractodconsuttant,Le.,a direct payment from the prime contractor to a subcontractor Is considered 1"tier,a payment by a subcontractor to Its supplier Is considered a tier. r THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 6:00 p.m., FIVE(5)CITY BUSINESS DAYS AFTER BID OPENING, EXCLUSIVE OF THE BID OPENING DATE Rev.6/2198 ATTACHMENT 9 Page 2 of? City of Fort worth Minority and Women Business Enterprise Specifications MBE/WBE UTILIZATION om an Name Contact Name Certified p y Specify All Contracting Specify All Items to be Dollar Amount . Address, and Telephone No. U Scope of Work(•) Supplied(*) 2�s _ v,F 3-3 - y 3 —Ibo3 t/ bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding ual work performed by all subcontractors, including MBE(s) and/or WBE(s) arrangements submitted with this bid. bidder also agrees to allow an audit and/or examination of any books, records and files held by their company will substantiate the actual work performed by the MBE(s) and/or WBE(s) on this contract, by an authorized y cer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for - Ainating the contract or debarment from City work for a period of not less than three (3) years and for initiating )n under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and rtes a material breach of contract may result in a determination of an irresponsible offeror and barred from Rcipating in City work for a period of time not less than one(1)year. ALL s M4MUT BE CERTIFIED BY THE CITY BEFORE CONTRACTWARD x "on ' Sign Pre Printed Signature V �L Contact Name and Title (if different) f , ip yNa a Telephone Number(s) " e, VD3.7 gel -3 sj Fax Number �� h 1:' wlql7 - �9 � 9s � Otate/Zip Code Date S FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 6:00 p.m., FIVE(5)CITY BUSINESS DAYS AFTER BIDSr`}, f OPENING, EXCLUSIVE OF THE BID OPENING DATE �'• Rev. PART C - GENERAL CONDITIONS TABLE OF CONTENTS NOVEMBER, 1, 1987 TABLE OF CONTENTS C1-1 DEFINITIONS C1-1.1 Definition of Terms C1-1 (1) C1-1. 2 Contract Documents C1-1 (1) C1-1. 3 Notice to Bidders C1-1 (2) C1-1.4 Proposal C1-1 (2) C1-1.5 Bidder C1-1 (2) C1-1.6 General Conditions C1-1 (2) C1-1.7 Special Conditions C1-1 ( 2) C1-1.8 Specifications C1-1 (2) C1-1.9 Bond C1-1 ( 2) C1-1.10 Contract C1-1 (3) C1-1.11 Plans C1-1 (3 ) C1-1.12 City C1-1 ( 3) C1-1.13 City Council C1-1 (3 ) C1-1.14 Mayor C1-1 ( 3) C1-1.15 City Manager C1-1 (3) C1-1.16 City Attorney C1-1 (3) C1-1.17 Director of Public Works C1-1 (4) C1-1.18 Director, City Water Department C1-1 ( 4) C1-1.19 Engineer C1-1 (4) C1-1.20 Contractor C1-1 (4) C1-1. 21 Sureties C1-1 (4) C1-1.22 The Work or Project C1-1 (4) C1-1.23 Working Day C1-1 (4) C1-1.24 Calendar Day C1-1 (4) C1-1. 25 Legal Holiday C1-1 (4) C1-1. 26 Abbreviations C1-1 (5) C1-1. 27 Change Order C1-1 (6) C1-1.28 Paved Streets and Alleys C1-1 (6) C1-1. 29 Unpaved Streets and Alleys C1-1 (6) C1-1.30 City Streets C1-1 (6) C1-1. 31 Roadway C1-1 (6) C1-1.32 Gravel Street C1-1 (6) C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2.1 Proposal Form C2-2 (1) C2-2.2 Interpretation of Quantities C2-2 (1) C2-2.3 Examination of Contract Documents and Site C2-2 (2) C2-2.4 Submitting of Proposal C2-2 (3) C2-2.5 Rejection of Proposals C2-2 (3) C2-2.6 Bid Security C2-2 (3) (1) C2-2.7 Delivery of Proposal C2-2 (4 ) C2-2.8 Withdrawing Proposals C2-2 (4 ) C2-2. 9 Telegraphic Modification of Proposals C2-2 (4 ) C2-2.10 Public Opening of Proposal C2-2 (4 ) C2-2.11 Irregular Proposals C2-2 (4 ) C2-2.12 Disqualification of Bidders C2-2 (5) C3-3 AWARD AND EXECUTION OF DOCUMENTS C3-3. 1 Consideration of Proposals C3-3 (1 ) C3-3.2 Minority Business Enterpise Women-Owned Business Enterprise compliance C3-3 (1 ) C3-3.3 Equal Employment Provisions C3-3 (1 ) C3-3.4 Withdrawal of Proposals C3-3 (2) C3-3.5 Award of Contract C3-3 (2) C3-3. 6 Return of Proposal Securities C3-3 (2) C3-3.7 Bonds C3-3 (2) C3-3. 8 Execution of Contract C3-3 (4 ) C3-3.9 Failure to Execute Contract C3-3 (4) C3-3.10 Beginning Work C3-3 (4) C3-3.11 Insurance C3-3 (4) C3-3. 12 Contractor 's Obligations C3-3 (7 ) C3-3.13 Weekly Payroll C3-3 (7 ) C3-3.14 Contractor ' s Contract Administration C3-3 (7 ) C3-3.15 Venue C3-3 (8 ) C4-4 SCOPE OF WORK C4-4.1 Intent of Contract Documents C4-4 (1) C4-4. 2 Special Provisions C4-4 (1) C4-4. 3 Increased or Decreased Quantities C4-4 (1) C4-4.4 Alteration of Contract Documents C4-4 (2) C4-4.5 Extra Work C4-4 (2) C4-4. 6 Schedule of Operations C4-4 (3) C4-4.7 Progress Schedules for Water and Sewer Plant Facilities C4-4 (4) C5-5 CONTROL OF WORK AND MATERIALS C5-5.1 Authority of Engineer C5-5 (1) _. C5-5. 2 Conformity with Plans C5-5 (1) C5-5. 3 Coordination of Contract Documents C5-5 (2) C5-5. 4 Cooperation of Contractor C5-5 (2) C5-5.5 Emergency and/or Rectification Work C5-5 (3) C5-5.6 Field Office C5-5 (3) C5-5.7 Construction Stakes C5-5 (3) C5-5.8 Authority and Duties of Inspectors C5-5 (4 ) C5-5.9 Inspection C5-5 (5) C5-5.10 Removal of Defective and Unauthorized Work C5-5 (5) C5-5.11 Substitute Materials or Equipment C5-5 (5) C5-5.12 Samples and Tests of Materials C5-5 (6 ) C5-5.13 Storage of Materials C5-5 (6) a C5-5.14 Existing Structures and Utilities C5-5 (7 ) C5-5.15 Interruption of Service C5-5 (7 ) C5-5.16 Mutual Responsibility of Contractors C5-5 (8) C5-5.17 Cleanup C5-5 (8 ) C5-5.18 Final Inspection C5-5 (9 ) Tr (2) C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY C6-6.1 Laws to be Observed C6-6 (1) C6-6. 2 Permits and Licenses C6-6 (1) C6-6. 3 Patented Devices, Materials and Processes C6-6 (1) C6-6.4 Sanitary Provisions C6-6 (2) C6-6.5 Public Safety and Convenience C6-6 (2 ) C6-6. 6 Privileges of Contractor in Streets, Alleys, and Right-of-Way C6-6 ( 3 ) C6-6. 7 Railway Crossings C6-6 (4 ) C6-6.8 Barricades, Warnings and Watchmen C6-6 (4 ) C6-6.9 Use of Explosives, Drop Weight, etc. C6-6 (5) C6-6.10 Work Within Easements C6-6 (6 ) C6-6.11 Independent Contractor C6-6 (8) C6-6.12 Contractor ' s Responsibility for Damage Claims C6-6 (8) C6-6.13 Contractor ' s Claim for Damages C6-6 (10) C6-6.14 Adjustment of Relocation of Public Utilities, etc. C6-6 (10 ) C6-6.15 Temporary Sewer Drain Connections C6-6 (10 ) C6-6.16 Arrangement and Charges of Water Furnished ny City C6-6 (11) C6-6. 17 Use of a Section of Portion of the Work C6-6 (11) _ C6-6.18 Contractor ' s Responsibility for Work C6-6 (11) C6-6.19 No Waiver of Legal Rights C6-6 (12) C6-6. 20 Personal Liability of Public Officials C6-6 (12) C6-6.21 State Sales Tax C6-6 (12) C7-7 PROSECUTION AND PROGRESS C7-7.1 Subletting C7-7 (1) C7-7. 2 Assignment of Contract C7-7 (1) C7-7.3 Prosecution of the Work C7-7 (1) C7-7. 4 Limitations of Operations C7-7 (2) C7-7.5 Character of Workman and Equipment C7-7 (2) C7-7.6 Work Schedule C7-7 (3) C7-7.7 Time of Commencement and Completion C7-7 (4) C7-7.8 Extension of time of Completion. C7-7 (4) C7-7.9 Delays C7-7 ( 4) C7-7.10 Time of Completion C7-7 (5) C7-7.11 Suspension by Court Order C7-7 (6 ) C7-7.12 Temporary Suspension C7-7 (6) C7-7.13 Termination of Contract due to National Emergency C7-7 (7) C7-7.14 Suspension of Abandonment of the Work and Annulment of Contract C7-7 (7) C7-7.15 Fulfillment of Contract C7-7 (9) C7-7.16 Termination for Convenience of the Onwer C7-7 (10) C7-7.17 Safety Methods and Practices C7-7 (13 ) C8-8 MEASUREMENT AND PAYMENT C8-8.1 Measurement of Quantities C8-8 (1) C8-8. 2 Unit Prices C8-8 (1) (3 ) C8-8 . 3 Lump Sum C8-8 (1 ) n C8-8. 4 Scope of Payment C8-8 (1 ) C8-8.5 Partial Estimates and Retainage C8-8 (2) C8-8.6 Withholding Payment C8-8 (3 ) C8-8.7 Final Acceptance C8-8 ( 3 ) C8-8.8 Final Payment C8-8 (3 ) C8-8. 9 Adquacy of Design C8-8 (4 ) C8-8.10 General Guaranty C8-8 (4 ) E C8-8.11 Subsidiary Work C8-8 (5 ) C8-8.12 Miscellaneous Placement of Material C8-8 (5) C8-8.13 Record Documents C8-8 (5 ) (4) PART C - GENERAL CONDITIONS C1-1 DEFINITIONS SECTION C1-1 DEFINITIONS C1-1 . 1 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: C1-1 . 2 CONTRACT DOCUMENTS: The Contract Documents are all of the written and drawn documents , such as specifications , bonds , addenda , plans , etc . , which govern the terms and performance of the contract . These are contained in the General Contract Documents and the Special Contract Documents. a. GENERAL CONTRACT DOCUMENTS : The General Contract Documents govern all Water Department Projects and include the following items: PART A - NOTICE TO BIDDERS (Sample) White PART B - PROPOSAL (Sample) White PART C - GENERAL CONDITIONS (CITY) Canary Yellow (Developer) Brown PART D - SPECIAL CONDITIONS Green PART E - SPECIFICATIONS E1-White E2-Golden Rod E2A-White PERMITS/EASEMENTS Blue PART F - BONDS (Sample) White PART G - CONTRACT (Sample) White b. SPECIAL CONTRACT DOCUMENTS: The Special Contract Documents are prepared for each specific project as a supplement to the General Contract Documents and include the following items: i 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 H - PLANS (Usually bound separately) C1-1 (1) C1-1 . 3 NOTICE TO BIDDERS : All of the legal publications either actually published in public advertising mediums or furnished direct to interested parties pertaining to the work contemplated under the Contract Documents constitutes the notice to bidders. C1-1 . 4 PROPOSAL: The completed written and signed offer or tender of a bidder to perform the work which the Owner desires to have done, together with the bid security, constitutes the Proposal , which becomes binding upon the Bidder when it is officially received by the Owner, has been publicly opened and read and not rejected by the Owner . r C1-1 . 5 BIDDER: Any person , persons , firm, partnership, company, association, corporation, acting directly or through T a duly authorized representative, submitting a proposal for performing the work contemplated under the Contract Documents , constitutes a bidder. C1-1 . 6 GENERAL CONDITIONS: The General Conditions are the usual construction and contract requirements which govern the performance of the work so that it will be carried on in accordance with the customary procedure , the local statutes , and requirements of the City of Fort Worth ' s charter and promulgated ordinances. Wherever there may be a conflict between the General Conditions and Special Conditions , the latter shall take precedence and shall govern. C1-1 . 7 SPECIAL CONDITIONS : Special conditions are the specific requirements which are necessary for the particular project covered by the Contract Documents and not specifically covered in the General Conditions . When considered with the General Conditions and other elements of the Contract Documents they provide the information which the Contractor and Owner should have in order to gain a thorough knowledge of the project. C1-1 . 8 SPECIFICATIONS: The Specifications is that section or part of the Contract Documents which sets forth in detail the requirements which must be met by all materials, construction, workmanship, equipment and services in order to render a completed and useful project. Whenever reference is made to standard specifications, regulations, requirements , statutes , z etc. , such referred to documents shall become a part of the Contract Documents just as though they were embodied therein. C1-1 . 9 BOND: The bond or bonds are the written guarantee or security furnished by the Contractor for the prompt and C1-1 ( 2 ) faithful performance of the contract and include the following: a. Performance Bond (see paragraph C3-3.7) b. Payment Bond (see paragraph C3-3. 7) C. Maintenance Bond (see paragraph C3-3.7) d. Proposal or Bid Security (see Special Instructions to Bidders, Part A and C2-2. 6 ) C1-1 . 10 CONTRACT. The Contract is the formal signed agreement between the Owner and the Contractor covering the mutual understanding of the two contracting parties about the project to be completed under the Contract Documents. C1-1 . 11 PLANS : The plans are the drawings or reproductions therefrom made by the Owner' s representative showing in detail the location , dimension and position of the various elements of the project , including such profiles , typical cross-sections, layout diagrams, working drawings, preliminary drawings and such supplemental drawings as the Owner may issue to clarify other drawings or 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. C1-1 . 12 CITY : The City of Fort 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 Owner are synonymous. C1-1 . 13 CITY COUNCIL : The duly elected and qualified governing body of the City of Fort Worth, Texas. C1-1 . 14 MAYOR: The officially elected Mayor , or in his absence, the Mayor Pro tem of the City of Fort Worth, Texas. C1-1 . 15 CITY MANAGER: The officially appointed and authorized City Manager of the City of Fort Worth, Texas , or his duly authorized representative. C1-1. 16 CITY ATTORNEY: The officially appointed City Attorney of the City of Fort Worth, Texas , or his duly authorized representative. C1-1 (3 ) • r C1-1 . 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. C1-1 . 18 DIRECTOR, CITY WATER DEPARTMENT: The duly appointed Director of the City Water Department of the City of Fort Worth , Texas , or his duly authorized representative , assistant', or agents. C1-1 . 19 ENGINEER: The Director of Public Works, the Director of the Fort Worth City Water Department , or their duly authorized assistants , agents , engineers , inspectors , or superintendents, acting within the scope of the particular duties entrusted to them. C1-1 . 20 CONTRACTORt The person , persons , partnership , 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 the site of the project. C1-1 . 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. C1-1. 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. C1-1. 23 WORKING DAY: A working day is defined as a calendar day, not including Saturdays, Sundays , and legal holidays , in which the weather or other conditions not under the control of the Contractor permit the performance of the principal unit of work for a period of not less than seven ( 7 ) hours between 7 : 00 a.m. and 6 : 00 p.m. , with exceptions as permitted in paragraph C7-7. 6. C1-1 . 24 CALENDAR DAYS: A calendar day is any day of the week or month, no days being excepted. C1-1. 25 LEGAL HOLIDAYS : Legal holidays shall be observed as prescribed by the City Council of the City of Fort Worth for observance by City employees as follows: C1-1 (4) 1. New Year ' s Day January 1 2. M. L. King, Jr. Birthday Third Monday in January 3. Memorial Day Last Monday in May 4. Independence Day July 4 5. Labor Day First Monday in September 6. Thanksgiving Day Fourth Thursday in November 7. Thanksgiving Friday Fourth Friday in November 8. Christmas Day December 25 9. Such other days in lieu of holidays as the City Council may determine When one of the above named holidays or a special holiday is declared by the City Council , falls on Saturday, the holiday shall be observed on the preceding Friday or if it falls on Sunday, it shall be observed on the following Monday, by those employees working on working day operations . Employees working calendar day operations will consider the calendar holiday as the holiday. C1-1 . 26 ABBREVIATIONS: Wherever the abbreviations defined herein appear in Contract Documents , the intent and meaning shall be as follows: AASHTO - American Association of MGD - Million Gallons Per State Highway Transportation Day Officials - ASCE American Society of Civil CFS Cubic Foot per Engineers Second LAW _ In Accordance With ASTM American Society of Min. - Minimum Testing Materials Mono.- Monolithic AWWA - American Water Works % - Percentum Association R - Radius ASA - American Standards Association I.D. - Inside Diameter HI - Hydraulic Institute O . D . - Outside Diameter Asph. - Asphalt Elev.- Elevation Ave. - Avenue F - Fahrenheit Blvd. - Boulevard C - Centigrade CI - Cast Iron In. - Inch CL - Center Line Ft. - Foot GI _ Galvanized Iron St. - Street Lin. Linear or Lineal CY - Cubic Yard lb. - Pound Yd. - Yard MH - Manhole SY - Square Yard Max. - Maximum L.F. - Linear Foot D. I. - Ductile Iron C1-1 (5 ) C1 -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 25% 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. C1-1 . 28 PAVED STREETS AND ALLEYS: A paved street or alley shall be defined as a street or alley having one of the following types of wearing surfaces applied over the natural unimproved surface: 1. Any type of asphaltic concrete with or without separate base material. 2. Any type of asphalt surface treatment , not including an oiled surface , with or without separate base material. 3 . Brick, with or without separate base material. 4. Concrete, with or without separate base material. 5. Any combination of the above. C1-1 . 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. " C1-1 . 30 CITY STREETS : A city street is defined as that area between the right-of-way lines as the street is dedicated. C1-1 . 31 ROADWAY: The roadway is defined as the area between parallel 11rnes two ( 21 ) feet back of the curb lines or four ( 41 ) feet back of the average edge of pavement where no curb exists. C1-1 . 32 GRAVEL STREET: 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 improvement was made. C1-1 (6) SECTION C - GENERAL CONDITIONS C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL SECTION C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2 . 1 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 ( 1 ) year old . In the case that a bidding date falls within the time a new statement is being prepared, the previous statement shall be updated by proper verification. Liquid assets in the amount of ten ( 10% ) percent of the estimated project cost will be required. For an experience record to be considered to be acceptable for a given project, it must reflect the experience of the firin 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 ( 5 ) years prior to the date on which are to be received . The Director of the Water department shall be sole judge as to the acceptability of experience for qualification to bid on any Fort Worth Water Department project. The prospective bidder shall schedule the equipment he has available for the project and state that he will rent 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 C2-2 (1) forms or other parts of the Contract Documents will be considered as approximate only and will be used for the purpose of comparing bids on a uniform basis. Payment will be made to the Contractor for only the actual quantities of work performed or materials furnished in strict accordance with the Contract Documents and Plans . The quantities of work to be performed and materials to be furnished may be increased or decreased as hereinafter provided, without in any 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 required 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 promulgated addenda thereto, shall be binding upon the Owner. Bidders shall rely exclusively and solely upon their own estimates , investigation, research, tests , explorations, and other data which are necessary for full and complete 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 general information only and may not be correct. Neither the C2-2(2) Owner nor the Engineer guarantee that the data shown is representative of conditions which actually exist. C2-2 . 4 SUBMITTING OF PROPOSAL: The Bidder shall submit his Proposal on the form furnished by the Owner. All blank spaces applicable to the project contained in the 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. If 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. 5 REJECTION OF PROPOSALS: Proposals may be rejected if t ey 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. C2-2(3 ) M" 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 z 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 Hall, 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 satisfied that a written and duly authenticated confirmation of such telegraphic communication over the signature of the bidder was mailed prior to the - proposal opening time. If such confirmation is not received within forty-eight ( 48) hours after the proposal opening time, no further consideration will be given to the proposal. C2-2. 10 PUBLIC OPENING OF PROPOSAL: Proposals which have been properly filed and for which no "Non-consideration Request" has been received will be publicly opened and read aloud by the City Manager or his 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" xf 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 ) � I 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. Reasons for believing that collusion exists among bidders. b. Reasonable grounds for believing that any bidder is interested in more than one proposal for work contemplated. C. The bidder being interested in any litigation against the Owner or where the Owner may have a claim against or be engaged in litigation against the bidder. d. The bidder being in arrears on any existing contract or having defaulted on a previous contract. e. The bidder having performed a prior contract in an unsatisfactory manner. f. Lack of competency as revealed by the financial statement, experience record, equipment schedule , and such inquiries as the Owner may see fit to make. g. Uncompleted work which , in the judgment of the Owner, will prevent or hinder the prompt completion of additional work if awarded. h. The bidder not filing with the Owner , one week in advance of the hour of the opening of proposals the following: 1. Financial Statement showing the financial condition of the bidder as specified in Part "A" - Special Instructions. 2. 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. 3. 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 ) PART C - GENERAL CONDITIONS C3-3 AWARD AND EXECUTION OF DOCUMENTS SECTION C3-3 AWARD AND EXECUTION OF DOCUMENTS: C3-3 . 1 CONSIDERATION OF PROPOSALS: After proposals have been opened and read 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, or to proceed with the work in any manner as maybe considered for the best interest of the Owner. �. C3-3 . 2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE: Contractor agrees to provide to Owner, upon request , complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and or a a 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 (1) The Contractor shall post the required notice to that effect on the project site, and, at his request, will be provided assistance by the City of Fort Worth ' s Equal Employment Officer who will refer any qualified applicant he may have on file in his office to the Contractor . Appropriate notices may be acquired from the Equal Employment Officer. C3--3 . 4 WITHDRAWAL OF PROPOSALS : After a proposal has been read 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 . 5 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 soon as proposed price totals have been determined for comparison of bids , the Owner may, at its discretion, return the proposal security which accompanied the proposals which, in its judgment, would not be considered for the award . All other proposal securities, usually those of the three lowest bidders , will be retained by the Owner until the required contract has 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 less than 100 - percent of the amount of the contract, as 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 the Owner and all other persons against damage by reason of negligence of the Contractor , or improper execution of the work or � the use of inferior materials . This performance i C3-3 (2 ) � I 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. b. 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 C8-8.10. C. 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 House Bill 344 Acts 56th Legislature, Regular Session , 1959 , effective April 27 , 1959 , and/or the latest version thereof, supplying labor and materials in the prosecution of the work provided for in the contract being constructed under these 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 are interested in any litigation against the owner . All bonds shall be made on the forms furnished by the Owner and shall be executed by an approved surety company doing business in the City of Fort 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 U . 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 )