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HomeMy WebLinkAboutContract 30356 CITY SECRETARY CONTRACT NO. WI r FORT WORTH CITY SECRE. D.O.E. FILE + CONTRA -TOR'S WING :O. CONSTRUCTION'S COPY CLIENT DEPARTMENT SPECIAL CONTRACTDOCUMENTS FOR WATER & SEWER MAIN REPLACEMENTS CONTRACT 2004A "MWSR2004A" PROJECT NUMBERS: P164-060164015102 P174-070174013101 DOE NO. 4460 wv r later r �y lj%,eFartment »� ORIGINAL Home I Council Agenda I H&C I Employs*Directory I Morning Report I Ads I PRS I Solution Zone I DepartmentA I Site Hall Print M&C COUNCIL ACTION: Approved on 7/20/2004 DATE: 7/20/2004 REFERENCE NO.: **C-20159 LOG NAME: 30WSMR2004A CODE: C TYPE: CONSENT PUBLIC HEARING: NO SUBJECT: Award of Contract to William J. Schultz, Inc. d/b/a Circle "C" Construction Company, for Water and Sewer Main Replacement Contract 2004A RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with William J. Schultz, Inc. d/b/a Circle "C" Construction Company, in the amount of$1,678,294.00 for the Water and Sewer Main Replacement Contract 2004A (MWSR2004A). DISCUSSION: The work to be performed under this contract consists of replacing deteriorated water and/or sewer mains at various locations throughout the City that have exhibited recurring maintenance problems. This project was advertised for bid on April 22 and 29, 2004. On May 20, 2004, the following bids were received: Bidders Bid Amount Time of Contract William J. Schultz, Inc. d/b/a $ 1,678,294.00 365 Calendar Days Circle "C" Construction Company Tri-Tech Construction, Inc. $ 1,687,720.00 Cleburne Utility Construction, Inc. $ 1,700,962.50 Hall-Albert Construction Company $ 1,930,800.00 A.U.I. Contractors, L.P. $ 3,937,825.00 The engineer's estimate for this project was $1,751,167.25. 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 12% M/WBE participation. The City's goal for this project is 12%. In addition to construction costs, $50,361.00 contingency is required for possible change orders, and $117,482.00 is required for design, inspection and survey services. This project is located in ALL COUNCIL DISTRICTS. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are available in the current capital budget, as appropriated, of the Water Capital Projects Fund and the Sewer Capital Projects Fund. TO Fund/Account/Centers FROM Fund/Account/Centers P164 541200 060164015102 $832,929.00 P174 541200 070174013101 $845,365.00 Submitted for City Manager's Office by: Marc Ott (8476) Originating Department Head: A. Douglas Rademaker (6157) Additional Information Contact: A. Douglas Rademaker (6157) ATTACHMENTS SPECIAL CONTRACT DOCUMENTS FOR WATER&SEWER MAIN REPLACEMENTS CONTRACT"2004A" "MWSR2004A" PROJECT NUMBER(S): P164-060164015102 P174-070174013101 D.O.E.No. 4460 GARY W. JACKSON DALE A:'FISSELER,P.E. CITY MANAGER DIRECTOR WATER DEPARTMENT A. DOUGLAS RADEMAKER,P.E.,DIRECTOR DEPARTMENT OF ENGINEERING PREPARED BY DEPARTMENT OF ENGINEERING. CITY OF FORT WORTH, TEXAS WATER DEPARTMENT WATER & SEWER MAIN REPLACEMENTS CONTRACT 2004A "MWSR2004A" PROJECT NUMBERS: P164-060164015102 P174-070174013101 D.O.E. No. 4460 DALE A. FISSELER,P.E. DIRECTOR WATER DEPARTMENT 2004 APPROVED A.DOUGLAS RADEMA"X P.S,DIRECTOR,DEPARTMENT OF ENGMEOWG APPROVED i Do6%IM,AR,ENGINE RING MANA GER,AVATER DEPARTMENT w APPROVED �'=Z CA a LQ"4,- GE BE OR,TIPW Nr_ a' RECOMMEND DATE f I I NOTICE TO BIDDERS Sealed proposals for the following: TITLE: WATER&SEWER MAIN REPLACEMENTS CONTRACT 2004A; "MWSR2004A" PROJECT NO. P164-060164015102 P174-070174013101 DOE NO. 4460 Addressed to Mr. Gary W. Jackson, City Manager of the City of Fort Worth, Texas, will be received at the Purchasing Office until 1:30 P.M. May 20, 2004, 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. Sets of documents may be purchased for a non- refundable price of$20.00. Bid security is required in accordance with the Special Instructions to Bidders. Included in the above will be all other miscellaneous items of construction as outlined in the Plans and Specifications. The City reserves the right to reject any and/or all 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)392-7910. Bidders shall not separate, detach or remove an portion, segment or sheets from the contract eP � Y P � � r document at any time. Bidders must complete the proposal section(s) and submit the complete specifications book or face rejection of the bid as non-responsive. It is recommended that the bidder make a copy of the forms included in the Minority and Women Business Enterprise section for submittal within the time-line stated below or the bidder may request a copy of said forms from the City Project Manager named in this solicitation. In accord with City of Fort Worth Ordinance No. 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 p 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)392-7829 or Jim Deeter @(817) 392-7803. GARY W. JACKSON SYLVIA GLOVER CITY MANAGER CITY SECRETARY Department of Engineering A. Dougl ademaker,Director Advertising Dates: By " April 22,2004 Rick T 'ce,P.E. April 29, 2004 Manager, Engineering Services r a w r SPECIAL INSTRUCTIONS TO BIDDERS 1) PREOUALIFICATION REQUIREMENTS: All contractors'submitting bids are required to be prequalified by the Fort Worth Water Department prior to submitting bids. This prequalification process will establish a bid limit based on a technical evaluation and financial analysis of the contractor. It is the bidder's responsibility to submit the following documentation:a current financial statement,an acceptable experience record,an acceptable equipment schedule and any other documents the Department may deem necessary,to the Director of the Water Department at least seven(7) calendar days prior to the date of the opening of bids. a) The financial statement required shall have been prepared by an independent certified public accountant or an independent public accountant holding a valid permit issued by an appropriate State licensing agency and shall have been so prepared as to reflect the financial status to the submitting company. This statement must be current and not more than one(1)year old. In the case that a bidding date falls within the time a new statement is being prepared,the previous statement shall be updated by proper verification. b) For an experience record to be considered to be acceptable for a given project,it must reflect the experience of the firm seeking qualification in work of both the same nature and technical level as that of the project for which bids are to be received. c) The Director of the Water Department shall be the sole judge as to the acceptability for financial qualification to bid on any Fort Worth Water Department project. d) Bids received in excess of the bid limit shall be considered non-responsive and will be rejected as such. e) The City,in its sole discretion,may reject any bid for failure to demonstrate experience and/or expertise. f) Any proposals submitted by a non-prequalified bidder shall be returned unopened,and if inadvertently opened,shall not be considered. g) The City will attempt to notify prospective bidders whose qualifications(financial or experience) are not deemed to be appropriate to the nature and/or magnitude of the project on which bids are to be received. Failure to notify shall not be a waiver of any necessary prequalification. 2. BID SECURITY: A cashier's check,or an acceptable bidder's bond,payable to the City of Fort Worth,in an amount of not less than five(5%)percent of the largest possible total'of the bid submitted must accompany the bid,and is subject to forfeiture in the event the successful bidder fails to execute the Contract Documents within ten(10)days after the contract has been awarded To.be an acceptable surety on the bid bond,the surety must be authorized to do business in.the state of Texas. In addition, the surety must(1)hold a certificate of authority from the Untied States secretary of the treasury to r qualify as a surety on obligations permitted or required under federal law;or(2)have obtained reinsurance for any liability in excess of$100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law. Satisfactory proof of any such reinsurance shall be provided to the City upon request. The City,in its sole discretion,will determine the adequacy of the proof required herein.. 3. BONDS: A performance bond,a payment bond,and a maintenance bond each for one hundred (100%)percent of the contract price will be required,Reference C 3-3.7. 4. .WAGE RATES: Section C3-3.13 of the General Conditions is deleted and replaced with the following: 06/04/03 (a) The contractor shall comply with all requirements of Chapter 2258,Texas Government Code, including the payment of not less than the rates determined by the City Council-of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258,Texas Government Code. Such prevailing wage rates are included in these contract documents. (b) The contractor shall,for a period of three(3)years following the date of acceptance of the work, maintain records that show(i)the name and occupation of each worker employed by the contractor in the construction of the work provided for in this contract;and(ii)the actual per diem wages paid to each worker. These records shall be open at all reasonable hours for inspection by the City. The provisions of D-3 Right to Audit pertain to this inspection. (c) The contractor shall include in its subcontracts and/or shall otherwise require.all of its subcontractors to comply with paragraphs(a)and(b)above. (d) With each partial payment estimate or payroll period,whichever is less,an afi}davit stating that the contractor has complied with the requirements of Chapter 2258,Texas Government Code. The contractor shall post the prevailing wage rates in a conspicuous place at the site of the project at all times. 5. AMBIGUITY: In the case of ambiguity or lack of clearness in stating prices.in the Proposal,the City reserves the right to adopt the most advantageous construction thereof to the City or to reject the Proposal r' 6. BIDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas. 7. NONRESIDENT BIDDERS: Pursuant to Article 6018,Texas Revised Civil Statutes,the City of Fort Worth will not award this contract to a nonresident bidder unless the nonresident's bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a.Texas resident bidder would be required to underbid a nonresident bidder to obtain a comparable contract in the state -in which the nonresident's principal place of business in located "Nonresident bidder"means a bidder whose principal place of business is not in this state,but excludes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. This provision does not apply if this contract involves federal funds. The appropriate blanks of the Proposal must be filled out by all nonresident bidders in order for the bid to meet specifications. The failure of a nonresident contractor to do so will automatically disqualify that bidder. 8. PAYMENT: If the bid amount is$25,000.00 or less,the contract amount shall be paid within forty- five(45)calendar days after completion and acceptance by the City. 9. AGE: In accordance with the policy("Policy")of the Executive Branch of the Federal Government, Contractor covenants that neither it nor any of its officers,members,agents employees,program participants or subcontractors,while engaged in performing this contract,shall,in connection with the employment,advancement or discharge of employees or in connection-with the terms,conditions or privileges of their employment,discriminate against persons because of their age except on the bases of a bona fide occupational qualification,retirement plan or statutory requirement. Contractor further covenants that neither it nor its officers,members,agents,employees, subcontractors,program participants,or persons acting on their behalf;shall specify,'in solicitations or 06/04/03 advertisements for employees to work on this contract,a maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification,retirement plan or statutory requirements. Contractor warrants it will fully comply with the policy and will defend,indemnify and hold City harmless against any claims or allegations asserted by third parties or subcontractor against City arising out of Contractor's and/or its subcontractors'alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this agreement. 10. DISABILITY: In accordance with the provisions of the Americans With Disabilities Act of 1990 ("ADA"),Contractor warrants that it and any and all of its subcontractors willnot unlawfully discriminate on the basis of disability in the provision of services to the general public,mor 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 applicable federal,state and local laws concerning disability and will defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or subcontractors against City arising out of Contractor's and/or its subcontractors'alleged failure to comply with the above referenced laws concerning disability discrimination in the performance of this agreement. 11. MINORITY AND WOMEN BUSINESS ENTERPRISES: In accord with City of Fart Worth Ordinance No. 15530,the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary.The bidder shall submit the MBE/WBE.UTILIZATION FORM, SUBCONTRACTOR/SUPPLIER UTILIZATION FORM,PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM(`with Documentation")and/or the JOINT VENTURE FORM as appropriate. The Documentation must be received by the managing department no later than 5:00 p.m.,five(5)City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made.. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall render the bid non-responsive. Upon request,Contractor agrees to provide the Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise(MBE)and/or women business enterprise .(WBE)on the contract and payment thereof. Contractor further agrees to permit any audit and/or examination of any books,records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts(other than a negligent misrepresentation)and/or commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate Federal,State or local laws or ordinances relating to false statements. Further,any such misrepresentation of facts(other than a negligent.misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three(3)years. 12—FINAL PAYMENT,ACCEPTANCE AND WARRANTY: a. The contractor will receive full payment(less retainage)from the city for each pay period. b. Payment of the retainage will be included with the final payment after acceptance of the project as being complete. C. The project shall be deemed complete and accepted by the City as of the date the final punch list has been completed,as evidenced by a written statement signed by the contractor and the City. d. The warranty period shall begin as of the date that the final punch list has been completed. a 06/04/03 e. Bills Paid Affidavit and Consent of Surety shall be required prior to final payment becoming due and payable. f. In the event that the Bills Paid Affidavit and Consent of Surety have been delivered to the city and there is a dispute regarding(i)final quantities,or(ii)liquidated damages,city shall make a progress payment in the amount that city deems due and payable. g. In the event of a dispute regarding either final quantities or liquidated damages,the parties shall attempt to resolve the differences within 30 calendar days. I 06/04/03 PART B -PROPOSAL This proposal must not be removed from this book of Contract Documents. TO: Gary W. Jackson City Manager Fort Worth,Texas PROPOSAL FOR: The furnishing of all materials, except materials specified to be furnished by the City, equipment and labor for the installation of four-inch through.sixteen-inch water main, and six-inch through fifteen-inch sanitary sewer mains and all necessary appurtenances and incidental work to provide a complete and serviceable project designated as: WATER& SEWER MAIN REPLACEMENTS CONTRACT"2004A"; "MWSR2004A". Water Project No. P 164-060164015102 ,r Sewer Project No. P174-070174013101 Pursuant to the foregoing 'Notice to Bidders', the undersigned Bidder, having thoroughly examined the Contract Documents, including plans, special contract documents, and the General Contract Documents and General Specifications for Water Department Projects, the site of the project and understanding the amount of work to be done, and the prevailing conditions, hereby proposes to do all the work, furnish all labor, equipment and material except as specified to be furnished by the City,which is necessary to fully complete the work as provided in the Plans and Contract Documents and subject to the inspection and approval of the Director of the City Engineering Department of the City of Fort Worth, Texas; and binds himself upon acceptance of this Proposal to execute a contract and furnish an approved Performance Bond, Payment Bond, Maintenance Bond, and such other bonds, if any, as may be required by the Contract Documents for the performing and completing of the said work. Contractor proposes to do the work within the time stated and for the following sums: r 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:) B-1 UNIT I: WATER ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT W1. 50 L.F. 4-Inch PVC Pipe(DR-14), D-30;Per Linear Foot: Dollars o G o and no Cents $ zS $ /ZS'O W2. 1000 L.F. 6-Inch PVC Pipe(DR-14), D-30;Per Linear Foot: 71w e n a., A- Dollars o a 00 and rt v Cents $ ZG $ Z Goo 0 W3. 2000 L.F. 8-Inch PVC Pipe(DR-14), D-30;Per Linear Foot: Dollars o p G and -*70 Cents $ 3S $ 7000 0 W4. 500 L.F. 10-Inch PVC Pipe(DR-14), D-30;Per Linear Foot: . 015e� �� !Q UG Jy Dollars O O o0 O and n O Cents $ W5. 1000 L.F. 12-Inch PVC Pipe(DR-14), D-30; Per Linear Foot: r 4— Si,e Dollars o Q 00 and ,,a Cents $ $ G D d D W6. 50 L.F. 4-Inch Ductile Iron Pipe, Class 51,D-52; Per Linear Foot: Dollars d o a O and nn Cents $ Zd' $ DO B-2 Pw ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL ** NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT W7. 100 L.F. 6-Inch Ductile Iron Pipe, Class 51,D-52; Per Linear Foot: Dollars eO Z co and n o Cents $ Z 9 $ 9 o0 W8. 500 L.F. 8-Inch Ductile Iron Pipe, Class 51,D-52;Per Linear Foot: /ii rs Dollars o and rl d Cents' $ 3,57 $ 17,5_00 o O W9. 100 L.F. 10-Inch Ductile Iron Pipe, Class 51,D-52;Per Linear Foot: 7 m D'0llms o u o 0 and e Cents $� $ V60O W10. 100 L.F. 12-Inch Ductile Iron Pipe, Class 51,D-52;Per Linear Foot: Dollars 00 00 and qr no Cents $ yS' - $ ySo 0 W11. 250 L.F. 16-Inch Ductile Iron Pipe, Class 51,D-52;Per Linear.Foot: Dollars p d d 0 and n v Cents $ t1rf $ /7000 W12. 50 L.F. 4-Inch Ductile Iron Carrier Pipe, Class 51,with Casing Spacers, D-52, DA-6;Per Linear Foot: 7 41 i r Dollarsand rt U Cents $ 3� o $ /,SO D D I� B-3 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT W13. 50 L.F. 6-Inch Ductile Iron Carrier Pipe, Class 51,with Casing Spacers, D-52, DA-6; Per Linear Foot: Dollars ao and �� Cents. $ .3 S- $ / 7 S o a W14. 50 L.F. 8-Inch Ductile Iron Carrier Pipe, Class 51,with Casing Spacers, D-52,DA-6;Per Linear Foot: r 1� Dollars and no., Cents $ yo o $ ZOoo o W15. 50 L.F. 10-Inch Ductile Iron Carrier Pipe, Class 51,with Casing Spacers, D-52,DA-6;Per Linear Foot: Dollars and i'1y Cents $ O o o $ 3000 a W16. 50 L.F. 12-Inch Ductile Iron Carver Pipe, Class 51,with Casing Spacers, D-52,DA-6; Per Linear Foot: Dollars and vn o Cents $ 80 0 $ OD O d o W17. 50 L.F. 16-Inch Ductile Iron Carrier Pipe, Class 51,with Casing Spacers, D-52,DA-6;Per Linear Foot: Dollars e Q and ,¢a Cents $ 00 $ '000 W18. 50 L.F. 16-Inch Casing Pipe by Boring, and Jacking with Pressure Grout, DA-6,DA-7;Per Linear Foot: Dollars .00 00 and n n Cents $ Ifo $ yO O 0 B-4 OR ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE. AMOUNT W19. 50 L.F. 18-Inch Casing Pipe by Boring, and Jacking with Pressure Grout, DA-6,DA-7;Per Linear Foot: -Iuze Dollars a a 06 and n u Cents $ Zoo $ /0000 W20. 50 L.F. 24-Inch Casing Pipe by Boring, and Jacking with Pressure Grout, DA-6,DA-7;Per Linear Foot: 7 twg ft u"wired e/Q k Dollars and n T Cents $ Z kO $ /Y0.06 W21. 50 L.F. 30-Inch CasingPipe b Boring, P Y g, and Jacking with Pressure Grout, DA-6,DA-7;Per Linear Foot: - Aege /7"q c!rt de 1w gn)uDollars OU 00 and r7 0 Cents W22. 50 L.F. 16-Inch Casing Pipe by Direct Bury, DA-7;Per Linear Foot: r`- e 19,4 Dollars d d o a and w 6 Cents $ 8 C7 $ /Oo 0 r" W23. 50 L.F. 18-Inch Casing Pipe by Direct Bury, DA-7; Per Linear Foot: Dollars 00 and w Cents $ 9� o $ 00 W24. 50 L.F. 24-Inch Casing Pipe by Direct Bury, DA-7;Per Linear Foot: a'r-e Dollars 00 Cv and rt v Cents $ O O $ 5-00 0 B-5 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT W25. 50 L.F. 30-Inch Casing Pipe by Direct Bury, DA-7;Per Linear Foot: _a?.4".e%,�. �n Dollars o 00 r and .470 Cents $ //0 $ 6-5-00 - W26. 5 E.A. 4-Inch Gate Valve w/Cast Iron 'm Box and Lid,D-52;Per Each: tDu r lianc✓i-�e�` '��.. Dollars 0000 and Cents $ K57 $ z z s-o W27. 10 E.A. 6-Inch Gate Valve w/Cast Iron Box and Lid,D-52;Per Each: s2 hu n alze el Dollars 00 00 and Cents $ 600 $ 6000 W28. 10 E.A. 8-Inch Gate Valve w/Cast Iron Box and Lid,D-52;Per Each: L/��7 h ur�y�i�rf Dollars OU d U and Cents $ 80 O $ O O O W29. 2 E.A. 10-Inch Gate Valve w/Cast Iron Box and Lid,D-52;Per Each: Owe A�/ oysan alone Dollars 00 00 , and ria Cents $ /00 $ Z Z O O L W30. 2 E.A. 12-Inch Gate Valve w/Cast Iron Box and Lid,D-52;Per Each: Om 110US00 00 and 40 Cents $_/J O C) $ ,30 O D W31. 2 E.A. 16-Inch Resilient-Seated Gate Valve and Vault,DA-74;Per Each: B190 A4 o u so n d Dollars 00 D O and 4n Cents $ S'000 $ 14000 B-6 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE' AMOUNT W32. 2 E.A. 16-Inch Double Disk Gate Valve and Vault, D-52;Per Each; 0 d o 0 and Cents $ 9100 D $ 1,F000 W33. 1 E.A. Cut-In 4"Gate Valve w/Cast Iron Box and Lid,D-52;Per Each: — 04-e 7V n u s A n e/ Dollars 00 O G and 0#70 Cents $ /,0,0 ,6 $ /00O W34. 2 E.A. Cut-In 6"Gate Valve w/Cast Iron Box and Liid,D-52;Per Each: Dnp ?lour �ju n cr.-o d� Dollars 00 00 and h 0 Cents $ /yD $ ZED D W35. 5 E.A. Cut-In 8"Gate Valve w/Cast Iron Box andLii D-52;Per Each: one T OLeS a., C B/4 A4 A u n &° Dollars o d 06 and o Cents $ Xro 0 $ 9000 W36. 2 E.A. Cut-In 10"Gate Valve w/Cast Iron Box and Lid,D-52;Per Each: TelD Th0 a S Q n d Dollars o0 o u and o Cents $ZOOS'? $ 310,00 W37. 2 E.A. Cut-In 12"Gate Valve w/Cast Iron Box and Lid,D-52;Per Each: fro 7�liou sa�a/ �-i'd r �i an olio Dollars 00 0 6 and h o Cents $ 05-00 $ 5-000 W38. 2 E.A. Remove and Salvage 16"Gate Valve and Vault,D-29;Per Each: Oise / //o"5,7,n //ouspn el 4 u n Wi o o0 Dollars 0CJ 00 and i!u Cents $ 15^60 $ joco v '' B-7 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT W39. 5 E.A. Remove Gate Valve and Box, Plug 12"or Smaller Mains in Separate Trench,D-29;Per Each: Dollars oa o and Cents $ /00,0 $ 5-000 W40. 10 Tons Cast Iron/Ductile Iron Fittings, Less than 16-Inch Diameter, D-52;Per Ton: 76a < 14o"sa►h a/ Dollars o U and r7 o Cents $ %06,0 ° U $ 000 c� W41. 10 Tons Cast Iron/Ductile Iron Fittings, 16-Inch Diameter and Larger, D-52;Per Ton: S/,Y a4n G✓ Dollars oo 00 and -70 Cents $ Gdo4 $ lv Doo 0 W42. 10 E.A. Standard Fire Hydrant, 3'-6" Bury Depth; Per Each: one 74O a4nol � Z12 all e,-1 Dollars o 0 0 � and .170 Cents. $ /JoD $ /f000 W43. 10 V.F. Fire Hydrant Bbl. Extension, Per Vertical Foot: 7iu,7 n/r.oc/ Dollars O0 and 1170 Cents $ ?00 .00 $ 000 W44. 5 E.A. Remove Existing Fire Hydrant, D-29;Per/Each: 7-Our `i un dr c�c� Dollars0' p U and o Cents $ OD $ Z-00 d B-8 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT W45. 1 E.A. Install 1-Inch Air and Vacuum Release Valve w/Vault;Per Each: Tis!e f he u.Sen tsd���011arS� . and �o Cents $ Z. oa o $ 0,5-0 o *0 W46. 1 E.A. Install 2-Inch Air and Vacuum Release Valve w/Vault; Per Each: lh ee i ioasc�v or7�me d{?o oU 00 and o Cents $ ,azo 0 $ 3z 0 y W47. 1 E.A. Install 4-Inch Blow Off w/4" Gate Valve& Sump Manhole, Per Each: at-P ao u s 4 n a/ Dollars 00 O G and 101 n Cents $ 1/D oO $ W48. 1 E.A. 16"X 12"Tapping Sleeve and 12-Inch Valve w/Box;For C.I.,D.I., or Concrete Main;Per Each: U.9 2x c/ Dollars 00 00 and n n Cents $ y oo C) $ -1/000 W49. 1 E.A. 16"X 10"Tapping Sleeve and 10-Inch Valve w/Box; For C.I.,D.I., or Concrete Main:Per Each: Ax/e . �fi0 sand .et y-o Au r7 a/,-,v d Dollars 00 and -740 Cents -.$ 3.SO 0 $ ,350 O Q G W50. 1 E.A. 16"X 8"Tapping Sleeve and 8-Inch Valve w/Box;For C.I.,D.I.,- or Concrete Main,Per Each: Tilt fhouSanel 14,/&'.f a rp P1..14e Dollars 0 0d u and .1.v Cents svUn^ �• B-9 �l IS 11 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT W51. 1 E.A. 16"X 6"Tapping Sleeve and 6-Inch Valve wBox;For C.I.,D.L, or Concrete Main; Per Each: Dollars 00 + and n o Cents $ Z 5 0.0 $ Z,S'O 0 �o W52. 1 E.A. 16"X 4"Tapping Sleeve and 4-Inch Valve w/Box;For C.I.,D.I., or Concrete Main;Per Each: -two T 1 4 o t,�.f a n O/ " . d d /we 4 i'a Dollars ,1 ) Z Z O O o0 00 and -70 Cents $-�� $ 0Q o d W53. 1 E.A. 12"X 12"Tapping Sleeve and 12-Inch Valve wBox;For C.I.,D.I., PVC or Concrete Main;Per Each: 7h/toG ol Dollars 00 and '10 Cents $ 30,06 $300 0 d U W54. 1 E.A. 12"X 10"Tapping Sleeve and 10-Inch Valve wBox;For C.I.,D.L, PVC or Concrete Main;Per Each: 7-1,&-, �� m u s a Dollars OD G and 'ol D Cents $ .30 O.O $ 300 O D W55. 1 E.A. 12"X 8"Tapping Sleeve and 8-Inch Valve wBox;For C.I.,D.L, PVC or Concrete Main;Per Each: 4,0 Tho1,SQ01a/ 1,*ke lzr-�..��f�'«J . Dollars and �?o Cents $ Z 5b DO $ ZSo O 0 0 W56. 1 E.A. 12"X 6"Tapping Sleeve and 6-Inch Valve wBox;For C.I.,D.L, PVC or Concrete Main;Per Each: d Dollars and_- _ � Cents $ Z, -00 00$ 0 U B-lo ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT W57. 1 E.A. 12"X 4"Tapping Sleeve and 4-Inch Valve w/Box;For C.I.,D.I., j PVC or Concrete Main; Per Each: Ont -Ad C+.5a .Ie� Dollars o c> 00 ' and n o Cents $ i,S-o o $ IS-0 d W58. 1 E.A. 10"X 10"Tapping Sleeve and 10-Inch Valve wBox;For C.I.,D.I., PVC or Concrete Main;Per Each: Dollars 00 o 0 and r, a Cents. $ ZS"o c $ Z-5-0 v W59. 1 E.A. 10"X 8"Tapping Sleeve and 8-Inch Valve wBox;For C.I.,D.I., PVC or Concrete�Lain;Per Each: 7L/LWa 7��Oct.SQnG� �'v,e 1 u n c%-,-c1 Dollars d U and 40 Cents $ 2S-00 $ 0-S-00 W60. 1 E.A. 10"X 6"Tapping Sleeve and 6-Inch Valve wBox;For C.I.,D.I., PVC or Concrete Main;Per Each: N Two /07 0u.s 4 n e- Dollars 0p and 1170 Cents $ zooy $ �'apo a C� W61. 1 E.A. 10"X 4"Tapping Sleeve and 4-Inch Valve wBox;For C.I.,D.L, PVC or Con rete Main; Per Each: ocisa120" Dollars o 00 and 40 Cents $ /. o $ I'&a d W62. 1 E.A. 8"X 8"Tapping Sleeve and 8-Inch Valve wBox;For C.I.,D.L, PVC or Concrete Main;Per Each: 7Z o 4c usa,r a/ Dollars and o Cents $ Zro© 00 $ Zoe)0 9 G B-11 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT, TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT W63. 1 E.A. 8"X 6"Tapping Sleeve and 6-Inch Valve w/Box;For C.I.,D.I., PV C or Concrete Main; Per Each: one 740u.s'anil 2iQLi-� u��i a Dollars 00 and Cents $ /YOd $ /S'00 o O W64. 1 E.A. 8"X 4"Tapping Sleeve and 4-Inch Valve w/Box;For C.I.,D.I., PVC or Concrete Main;Per Each: bn! 7440eesa n e� Dollars dU 0 a and 170 Cents $ /YOO $ /Yon W65. 1 E.A. 6"X 6"Tapping Sleeve and 6-Inch Valve w/Box;FQr C.I.,D.L, PVC or Co//ncrete*lain;Per Each: or!{ 711hOuS4 n c� R4Q �/le A u c%e el Dollars 00 0 0 and n o Cents $ C) $ /YO c W66. 1 E.A. 6"X 4"Tapping Sleeve and 4-Inch Valve w/Box;For C.I.,D-L, PVC or Concrete iviain;Per Each: Dollars co 00 and o Cents $ /ZOO $ //Z0.0 W67. 10 E.A. 2-Inch Service Taps to Main, D-52,DA-76;Per Each: e of Dollars 00 0 Q and /7 U Cents $ SOD $ IvDOD W68. 10 E.A. 1-1/2-Inch Service Taps to Main, D-52,DA-76;Per Each: v `i �✓a�% Dollars and e/ Cents $ SO 0 n0 $58 0 0 o U B-12 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT W69. 10 E.A. 1-Inch Service Taps to Main, D-52;Per Each: u., Avn ale c'1 Dollars and .40 Cents $ U $ y00 d W70. 10 E.A. 3/4-Inch Service Taps to Main, D-52;Per Each: 90/10- h r!n c/."P Dollars 00 U and ,n p Cents. $ /00 $ /oo o W71. 100 L.F. Install 2-Inch Copper Service, D-52,D/A-76; Per Linear Foot: 7Gd/rs 1�y DollarsO O C, and 40 Cents $ 00 $ Z D0 0 W72. 100 L.F. Install 1-1/2-Inch Copper Service, D-52,DA-76;Per Linear Foot: Dollars 00 D G and no Cents $ $ 4900 W73. 1000 L.F. Install 1-Inch Copper Service, D-52;Per Linear Foot: Dollars o 0 o a and n o Cents $ $ 1?0000 W74. 100 L.F. Install 3/4-Inch Copper Service, D-52;Per Linear Foot: �t Q /7 - Dollars D D 00 and _ Cents $ $ goo W75. 5 E.A. Relocate 2-Inch Service Meters, and Meter Boxes,D-52,DA-62;Per Each: -/ivy ken'z.-e e� Dollars o U Od and Cents- $ Wo $ /DDD B-13 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT W76. 5 E.A. Relocate 1-1/2-Inch Service Meters, and Meter Boxes,D-52,DA-62;Per Each: /W in ft a n e�e AV C/ Dollars 00 00 and n o Cents $ ZO© $ /Oo 0 W77. 5 E.A. Relocate 1-Inch Service Meters,and Meter Boxes,D-52,DA-62;Per Each: �tyo hc.nclit c, Dollars 0.0 O and ?f Cents $ Zoe) $ /OOD W78. 5 E.A. Relocate 3/4-Inch Service Meters, and Meter Boxes,D-52,DA-62;Per Each: Q i2 e- u„a/� Dollars 00 00 and ,,n Cents $ /Op $ 5 D O W79. 5 E.A. Install Multiple Service Branches lip For 2-Inch Copper Service, D-52,DA-76;Per Each 4woi�Z ��s Dollars o G 00 v�e/ w� and ,10 Cents $ Z Z S $ //Z g' W80. 5 E.A. Install Multiple Service Branches For 1-1/2-Inch Copper Service, D-52,DA-76;Per Each: 7z•Jn fi un d/n 7�/IIs<�/ oll�rs Q d w 00 I and n n Cents $?Z S $ /Z W81. 5 E.A. Install Multiple Service Branches For 1-Inch Copper Service, D-52; Per Each: 7/ Dollars a v 00 and A a Cents $ 7-7,5- $ //7 B-14 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT W82. 50 E.A. Furnish and Set Class `C',Plastic Meter Boxes,D-52;Per Each: amt Dollars 00 d G and „ u Cents $ /So $ 7S"'0o W83. 50 E.A. Furnish and Set Class `B',Plastic Meter Boxes,D-52;Per Each: o n c d uh�l„� � Dollars 0c) ry C) and „ Cents' $ /5 d $ 7 So 0 W84. 50 E.A. Furnish and Set Class `A',Plastic Meter Boxes,D-52;Per Each: Dollars O G 00 and Cents $ /00 W85. 4000 L.F. Furnish and Lay 2-Inch Pipe and Fittings for Temporary Service, D-52;Per Linear Foot: Dollars o 'O 00 and ,?to Cents $, $ /Zoo 0 W86. 5 E.A. Water Sample Station Installation, Fig./33 or 34,D-52;Per Each: Dollars 0 U 0 G and Cents $ Soo $ W87. 5 E.A. Relocate Sprinkler System Backflow Preventor or Control Valve&Box, DA-73;Per Each: Dollars o U o Q and 14-6) Cents $ 15-0 o $ 2-5-0 0 B-15 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT W88. 10 E.A. Cut and Plug Existing Mains in Separate Trenches,All sizes,Day Or Nights,D-29;Per Each: tit�G hur�ea�/r' Dollars od d o and_e7 p Cents $ Jr br) $ 5-006 W89. 1000 L.F. Trench Safety System, D-26,DA-113;Per Linear Foot: Dollars ov o0 and '-70 Cents $ ,, $ 300 O W90. 100 L.F. Extra Depth of Water Mains; Per Linear Foot: 7X{n Dollars d a oG and h e3 Cents $ t 4 $ /4000 W91. 18 L.F. 12-Inch Cl. 51 DIP, for Sanitary Sewer Replacement at Variable Depth, D-5;Per Linear Foot: Ares Dollars d o 00 and O0 Cents $ to 7Z o W92. 18 L.F. 10-Inch Cl. 51 DIP, for Sanitary Sewer Replacement at Variable Depth, D-5;Per Linear Foot: TJ ;14e 1 Dollars and Cents W93. 18 L.F. 8-Inch Cl. 51 DIP, for Sanitary Sewer Replacement at Variable Depth, D-5;Per Linear Foot: 7 itTN tide Dollars DU o 0 and Cents B-16 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL �- NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE. AMOUNT W94. 18 L.F. 6-Inch Cl. 51 DIP,for Sanitary Sewer Replacement at Variable Depth, D-5;Per Linear Foot: Ej ir7i� Dollars 0 and /;h Cents $ . 30 $ S D W95. 2 E.A. Dehole, 0 ft. - 5 ft. in Depth, DA-103;Per Each: le Th a us4 n Dollars o a od and /1 Cents $ /000 $ Z O O c) W96. 2 E.A. Dehole, 5 ft. - 10 ft. in Depth, DA-103;PEach: 017e hou.s0 Dollars dp 00 and „o Cents $ /'T'00 $ 3000 W97. 2 E.A. Dehole, 10 ft. -20 ft. in Depth, DA-103;Per Each: a�Dollars 00 d U and r7 p Cents $ ZOO v $ Y00 d W98. 20 E.A. Job Move In, DA-110;Per Each: o176 1h o us a n r/ Dollars 00 0O and .-26 Cents $ /0QO $ Z0000 W99. 10 E.A. Emergency Situation Job Move In, DA-75;Per Each: ©u's a n C/ Dollars and /T p Cents $ OD D O $ Z oo o D O W100. 100 L.F. Hydro Mulch Seeding, D-45;Per Linear Foot: TccJ O Dollars D U and /?-n Cents $ Zy $ Z o 0 B-17 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT W101. 100 L.F. Sodding, D-45;Per Linear Foot: Seye n Dollars and /?0 Cents $_ 7 �' $ 7o o G W102. 25 L.F. Concrete Encasement,Per Fig.20, D-49; Per Linear Foot: �r A Dollars o G and rt o Cents $ -/ $ /00 0 W103. 5 C.Y. Concrete Riprap, D-40;Per Cubic Yard: D o t Dollars 0 and Cents $ to o $ 5-00 W104. 100 C.Y. Flowable Fill in Lieu of Backfill, DA-116;Per Cubic Yard: eia'4-1 Dollars o 0 0 and /70 Cents $ Ilk $ /goo W105. 10 C.Y. Crushed Limestone, D-22;Per Cubic Yard: 0/7 Q Dollars and /90 Cents $ / o d $ /0 o W106. 10 C.Y. Class `B' Concrete(2500#); Per Cubic Yard: 4 n f Dollars o 0 o U and Cents $ / $ /O B-is ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT- TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT W107. 10 C.Y. Class `E' Concrete(1500#); Per Cubic Yard: on a Dollars 00 o � and /70 Cents $ / $ /0 W108. 100 L.F. Concrete Curb and Gutter Replacement, DA-24; Per Linear Foot: Tivin I� //y 1, Dollars o o and o Cents $ 2S $ Z S cs o W109. 100 L.F. Concrete Curb Attached to Concrete Pavement Replacement, DA-55;Per Linear Foot: / Dollars d o o and n Cents $ 00 $ Z o 0 0 W110. 200 S.F. Concrete Sidewalk or Driveway Replacement, D-20;Per Square Foot: t(l'pe Dollars o 0 0 and �,`,1�� Cents $ S $ //00 W1 11. 750 S.F. Replace Paving in Parking Areas, DA-47; Per Square Foot: lel'yf Dollars o o G 375-Wand 40 Cents $ S- s ,375- W1 12. 112. 500 L.F. Concrete Pavement on 2:27 Concrete Base, D-23;D-25; Per Linear Foot: _ 7 /u,o Dollars and--� n Cents $_ ,5 Z o $ Z6000 4 0 r B-19 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT W113. 2500 S.F. Concrete Pavement Replacement, over Existing Base, D-25;Per Square Foot: s'.. a Dollars 00 a o and �o Cents $ 6 $ /SOD© W1 14. 100 L.F. Brick on Reinforced Concrete Base,D-25,DA-35,DA-115; Per Linear Foot: Dollars and h a Cents $ G oo $ OO° W115. 500 L.F. Min 2-Inch HMAC on 2:27 Concrete Base, D-23;D/-25;Per Linear Foot: Dollarso v 0 and Cents $ 30 $ /Y000 YOQ0 W116. 2500 S.F. Min 2-Inch HMAC Pavement Replacement over Existing Base, D-25;Per Square Foot: 4-"r Dollars .SO and .r�;•,!% Cents $ y $ //2,570 °O of W117. 500 L.F. 2-Inch HMAC on 2:27 Concrete Base, D-23; D-25;Per Linear Foot: ��:•� Dollars o u and 4V Cents $ 30 $ /SOO 0 oG W118. 100 L.F. Min 1-1/2-Inch HMAC on Reinforced Concrete Base, D-25,DA-35; Per Linear Foot: -/'Oi/V ?i^✓.e Dollars 00 and v Cents $ $ -'/6-00o U B-20 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT W119. 100 L.F. 2-Inch HMAC on 8-Inches Crushed Stone Base(Temp. Pvmt.), D-25,D-62;Per Linear Foot: Z.o n Dollars 00 0 and 00 Cents $ r O $ o O W120. 1000 L.F. 2-Inch Hot Mix Rolled Temporary Pavement,Fig. A, D-62;Per Linear Foot: 7-lc n Dollars 00 oG and a o Cents $ /O $ 16000 W121. 1000 L.F. Flex Base Material,Temporary Paving Repair,Fig.A, D-62; Per Linear Foot: 4 ,S,�Uc n Dollars o a 00 and 4 co Cents $ 7 $ 7000 W122. 50 E.A. Traffic Permit for Utility Street Cuts;Per Each: �- Fifty Dollars and no Cents $ 50.00 $ 2,500.00 TOTAL AMOUNT BID $ '.y Z oU * Type of Pipe Used J ' PVC DR-14: DIP Class 51: B-21 UNIT H: SEWER ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT S1. 50 L.F. 6-Inch PVC Pipe, 0 Ft. -6 Ft. Trench Depth, D-30; Per Linear Foot: Dollars and 117 u Cents $ Z 9 a $ /9,So S2. 50 L.F. 6-Inch PVC Pipe, 6 Ft. - 8 Ft. Trench Depth, D-30;Per Linear Foot: 7ZAI Dollars o v o d and n � Cents $�_ $ 14 Sa S3. 50 L.F. 6-Inch PVC Pipe, 8 Ft. - 10 Ft. Trench Depth, D-30;Per Linear Foot: ��, • Dollars o 0 0 and 176 Cents $ 3 $ /700 S4. 50 L.F. 6-Inch PVC Pipe, 10 Ft. - 12 Ft. Trench Depth, D-30;Per Linear Foot: Dollars o G and { r(i Cents $ Jr7 o D $ /9S'0 S5. 750 L.F. 8-Inch PVC Pipe, 0 Ft. - 6 Ft. Trench Depth, D-30;Per Linear Foot: 1'v-P Dollars ou and Cents $ 35 ° $ ZG25*r) B-22 /ON ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT S6. 750 L.F. 8-Inch PVC Pipe, 6 Ft. - 8 Ft. Trench Depth, D-30;Per Linear Foot: Dollars obi 00 and �o Cents $ 7 7 . $ z775-0. S7. 200 L.F. 8-Inch PVC Pipe, 8 Ft. - 10 Ft. Trench Depth, D-30;Per Linear Foot: �o f lk e�e-g Dollars d o and n o Cents S8. 100 L.F. 8-Inch PVC Pipe, 10 Ft. - 12 Ft. Trench Depth, D-30;Per Linear Foot: 7 Qr t_Ta A t Dollars o U ori and n n Cents S9. 100 L.F. 8-Inch PVC Pipe, 12 Ft. - 14 Ft. Trench Depth, D-30;Per Linear Foot: ' taw 0 Dollars aG op and n o Cents $ ,�Z $ J7Z vo , 510. 100 L.F. 8-Inch PVC Pipe, 14 Ft. - 16 Ft. Trench Depth, D-30;Per Linear Foot: Dollars v U o 6 and h U Cents S11. 100 L.F. 8-Inch PVC Pipe, a 16-Ft. - 18 Ft. Trench Depth, D-30;Per Linear Foot: Dollars o o and nu Cents $ z D $ 70o 0 r B-23 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT. TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT S12. 200 L.F. 10-Inch PVC Pipe, 0 Ft. - 6 Ft. Trench Depth, D-30;Per Linear Foot: T Dollars v 0 d and no Cents $ y0 $ 900c) S13. •200 L.F. 10-Inch PVC Pipe, 6 Ft. - 8 Ft. Trench Depth,. D-30;Per Linear Foot: r 0:n Dollars G 00 and d Cents S14. 200 L.F. 10-Inch PVC Pipe, 8 Ft. - 10 Ft. Trench Depth, D-30;Per Linear Foot: Td.f 411 Dollars op G and /70 00, Cents $ `�� $ 9100 d . S15. 100 L.F. 10-Inch PVC Pipe, 10 Ft. - 12 Ft. Trench Depth, D-30;Per Linear Foot: f laao Dollars 00 OG and n u Cents $ 5-Z $ L v 0 S16. 100 L.F. 10-Inch PVC Pipe, 12 Ft. - 14 Ft.Trench Depth, D-30;Per Linear Foot: Dollars 00 and f2 a Cents $ 57 $ S17. 100 L.F. 10-Inch PVC Pipe, 14 Ft. - 16 Ft. Trench Depth, D-30;Per Linear Foot: Dollars and Cents � .- $ .�•D h y B-24 ITEM APPROX. DESCRIPTION OF ITEMS WITH- UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT S18. 100 L.F. 10-Inch PVC Pipe, 16-Ft. - 18 Ft. Trench Depth, D-30;Per Linear Foot: Dollars o U a C., and no Cents $ 7L $ 7ZO 0 S19. 100 L.F. 12-Inch PVC Pipe, 0 Ft. - 6 Ft. Trench Depth, j D-30;Per Linear Foot: o'e A, Dollars 00 d and u Cents $ /Z $ yZ o 0 S20. 100 L.F. 12-Inch PVC Pipe, 6 Ft. - 8 Ft. Trench Depth, D-3-0;Per Linear Foot: Dollars o c*'- o 0 and 100 Cents $ 113 $ V3 00 S21. 100 L.F. 12-Inch PVC Pipe, 8 Ft. - 10 Ft. Trench Depth, D-30; Per Linear Foot: , / ?i P Dollars o U o G and ,?0 Cents S22. 100 L.F. 12-Inch PVC Pipe, 10 Ft. - 12 Ft. Trench Depth, D-30; Per Linear Foot: Dollars p O and U Cents $ J`�C7 $ QO O S23. 100 L.F. 15-Inch PVC Pipe, 0 Ft. -6 Ft. Trench Depth, D-30; Per Linear Foot: y Dollars ° 00 and 'n Cents. B-25 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT S24. 100 L.F. 15-Inch PVC Pipe, 6 Ft. - 8 Ft. Trench Depth, D-30; Per Linear Foot: an:e Dollars '00 00 and' v Cents $ S/ $ ,5700 S25. 100 L.F. 15-Inch PVC Pipe, 8 Ft. - 10 Ft. Trench Depth, D-30;Per Linear Foot: or6m 4v Dollars 00 00 and .-,0 Cents $ ,S q $ d/O D . S26. 100 L.F. 15-Inch PVC Pipe, 10 Ft. - 12 Ft. Trench Depth, D-30;Per Linear Foot: Dollars G and h O Cents : $ (00 6006 S27. 100 L.F. 6-Inch Ductile Iron Pipe, 0 Ft. -6 Ft. Trench Depth, D-52;Per Linear Foot: &: Z f Qi'n p Dollars a O 00 and r, u Cents $_,,�� $ ,�9 O O S28. 100 L.F. 6-Inch Ductile Iron Pipe, 6 Ft. - 8 Ft. Trench Depth, D-52;Per Linear Foot: ae?9 Dnp Dollars U 00 and 40 Cents S29. 50 L.F. 6-Inch Ductile Iron Pipe, 8 Ft. - 10 Ft. Trench Depth, D-52; Per Linear Foot: 1149_Dollars 00 00 and .17 u Cents $ y,S� $ Z 2,-D B-26 �i��? ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN.WORDS PRICE AMOUNT S30. 50 L.F. 6-Inch Ductile Iron Pipe, 10 Ft. - 12 Ft. Trench Depth, D-52; Per Linear Foot: Dollars o p -00 and n Cents S31. 200 L.F. 8-Inch Ductile Iron Pipe, 0 Ft. -6 Ft. Trench Depth, D-52;Per Linear Foot: Dollars O0 oG and '-70 Cents $ elz' $ 'g q-0'0 S32. 200 L.F. 8-Inch Ductile Iron Pipe, 6 Ft. - 8 Ft. Trench Depth, D-52; Per Linear Foot: r�y 1 /-f DollarsU 00 and ( /')u Cents $ �3 .- $ g6 O D S33. 200 L.F. 8-Inch Ductile Iron Pipe, 8 Ft. - 10 Ft.Trench Depth, D-52; ,P��e--r Linear Foot: f'o♦IN Laze Dollars O G 00 and a Cents $ ys $ 900 0 S34. 100 L.F. 8-Inch Ductile Iron Pipe, 10 Ft. - 12 Ft. Trench Depth, D-52;Per Linear Foot: Dollars 06 and n v Cents $ '56 D G $ TOO S35. 100 L.F. 8-Inch Ductile Iron Pipe, 12 Ft. - 14 Ft. Trench Depth, D-52;Per Linear Foot: Dollars v0 O U and .-, c, Cents . $ S-900 $ S-g $ ff o D . B-27 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT S36. 100 L.F. 8-Inch Ductile Iron Pipe, 14 Ft. - 16 Ft. Trench Depth, D-52;Per Linear Foot: Si' �i'�uev Dollars 0000 and n 0 Cents $ S $ 43-00.. S37. 100 L.F. 8-Inch Ductile Iron Pipe, 16 Ft. - 18 Ft. Trench Depth, D-52;Per Linear Foot: el!g 7l4e Dollars pU 00 and e)lo Cents $ _ $9-0-00 . S38. 100 L.F. 8-Inch Ductile Iron Pipe, 18 Ft. -20 Ft. Trench Depth, D-52;Per Linear Foot: 1 l a-r Dollars . 00 _ coo and Cents $ p�S� $ �S O0 S39. 200 L.F. 10-Inch Ductile Iron Pipe, 0 Ft. - 6 Ft. Trench Depth., D-52;Per Linear Foot: Dollars 00 o C/ and n L Cents $ /0000 S40. 200 L.F. 10-Inch Ductile Iron Pipe, 6 Ft. - 8 Ft. Trench Depth,, D-52;Per Linear Foot: Dollars and b Cents $ '57 0 0 $ ID Z O p o G S41. 200 L.F. 10-Inch Ductile Iron Pipe, 8 Ft. - 10 Ft. Trench Depth, D-52;Per Linear Foot: X// e2�/R Dollars 0 d 00 and ,10 Cents DOD . B-28 TEEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT S42. 100 L.F. 10-Inch Ductile Iron Pipe, 10 Ft. - 12 Ft. Trench Depth, D-52; Per Linear Foot: S%1L & Dollars o O D and as Cents $ D $ O 00 . S43. 100 L.F. 10-Inch Ductile Iron Pipe, 12 Ft. - 14 Ft. Trench Depth, j D-52; Per Linear Foot: *' 5,rzvew IT Dollars 0 0 and it a Cents $ 70 $ 70 O v . S44. 100 L.F. 10-Inch Ductile Iron Pipe, P , . 14 Ft. - 16 Ft. Trench Depth, D-52;Per Linear Foot: Gam%jgA f GI ;,"I'✓e Dollars _ 069 d�J and Cents 9's-0 . S45. 100 L.F. 10-Inch Ductile Iron Pipe, 16 Ft. - 18 Ft.Trench Depth, D-52;Per Linear Foot: Q»t liuns/�Pf Dollars OD 00 and .n o Cents $ /fid 40 S46. 100 L.F. 10-Inch Ductile Iron Pipe, 18 Ft. -20 Ft. Trench Depth, D-52; Per Linear Foot: Q/�P �i u n�/oG�?i d�►Dollars ....p 0 O U . and '16 Cents $ Z/6-00 . S47. 50 L.F. 12-Inch Ductile Iron Pipe, 0 Ft. - 6 Ft. Trench Depth, D-52;Per Linear Foot: " / lor;,Ve Dollars o U 0 6 and .r Cents 75-0 . B-29 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL - NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT S48. 50 L.F. 12-Inch Ductile Iron Pipe, 6 Ft. - 8 Ft. Trench Depth, D-52;Per Linear Foot: r Ag Dollars a 0 G 0 and r,a Cents $ lv 4 $ oOG) S49. 50 L.F. 12-Inch Ductile Iron Pipe, 8 Ft. - 10 Ft. Trench Depth, D-52;Per Linear Foot: Dollars 00 00 and v Cents S50. 50 L.F. 12-Inch Ductile Iron Pipe, 10 Ft. - 12 Ft. Trench Depth, D-52;Per Linear Foot: t r�n7`y Dollars 0C and v Cents $ 757 D $37 SO S51. 50 L.F. 16-Inch Ductile Iron Pipe, 0 Ft. - 6 Ft. Trench Depth, D-52;Per Linear Foot: �SiX�y Dollars 00 00 . and a Cents $ $ 3000 . S52. 50 L.F. 16-Inch Ductile Iron Pipe, 6 Ft. - 8 Ft. Trench Depth, D-52; Per Linear Foot: s«i7/4y Dollars o d C� and 40 Cents $ �� $ 35,00 . S53. 50 L.F. 16-Inch Ductile Iron Pipe, 8 Ft. - 10 Ft. Trench Depth, D-52;Per Linear Foot: / LL " g e l g,4 14 Dollars and n o Cents $ �D . $ r B-30 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT S54. 50 L.F. 16-Inch Ductile Iron Pipe, 10 Ft. - 12 Ft. Trench Depth, D-52; Per Linear Foot: 'v Dollars G and T Cents $ 95-' $ S55. 25 L.F. Bore&Jack 6"DIP w/Pressure Grout, DA-6,DA-20;Per Linear Foot: n w Dollars o 00 and " Cents ys'o d S56. 25 L.F. Bore&Jack 8"DIP w/Pressure Grout, DA-6,DA-20;Per Linear Foot: &-p-e /wn c4,. Dollars ov 00 and 1120 Cents $ 3o o. $ 7 S-O o S57. 25 L.F. Bore&Jack 10"DIP w/Pressure Grout, DA-6,DA-20;Per Linear Foot: J 1 (� Doll�s - OG o G and e7 o ,Cents $ ,�,5'O $ g SO S58. 25 L.F. Bore&Jack 12"DIP w/Pressure Grout, DA-6,DA-20;Per Linear Foot: Dollars o O and Cents $ �!o o a v $ /ODDO. S59. 25 L.F. Bore&Jack 16"DIP w/Pressure Grout, DA-6,DA-20;Per Linear Foot: 1�i'✓i u n�/i v d Dollars and 4 Q Cents $ Soo �D $ 145-bo o 0 B-31 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT S60. 20 E.A. Standard 4-Foot Diameter Manhole to 6 Feet Depth, D-27;Per//Each: On e �h o U'S .4 Dollars oO o and r'Q Cents $ /lo ()0 $ 3 zoo 0. S61. 20 V.F. Additional Depth Over 6 Foot of Standard 4-Foot Diameter Manhole, .D-27;Per Vertical Foot: One Dollars oG00 and n o Cents $ /Z D $ Z S�Od S62. 5 E.A. Standard 4-Foot Diameter Drop Manhole to 6 Feet Depth, D-27; Per Each: fu.0 71j4 asa n el Dollars 0 0 O U and 1-70 Cents $ ZOOO $ /0000 . S63. 5 V.F. Additional Depth Over 6 Foot of 4-Foot Diameter Drop Manhole, D-27; Per Vertical Foot: Dollars 00 00 ' and '16 Cents $ zoo $ /.000 S64. 5 E.A. External Drop into an Existing Manhole to 6 Feet Depth, D-27; Per Each: �w a /X0"50, n cJ Dollars and ny Cents $ Z-000 $ /000 0 . S65. 5 V.F. Additional Depth Over 6 Foot of External Drop into an Existing Manhole, D-27; Per Vertical Foot: 7t,✓e d Dollars un rp OU 00 and____4v Cents $?-00 $ /DD0 . B-32 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT S66. 5 E.A. Shallow Cone Section Manhole Per Fig. 105, D-27;Per Each: j,"n an a A0 ysand./71004 Dollars 00 00 and ,70 Cents $ /S_0 0 $ 7,5"0 0 . S67. 20 E.A. Concrete Collar for Manhole, Per Fig. 121, D-27//;Per Each: 74h i.et 40",4`ce Dollars o v a o and .470 Cents $ 3O O $ 6000 S68. 20 E.A. Watertight Manhole Inserts, D-27;Per Each: on t 4 A41,r a/ Dollars a s 00 and 40 Cents $ /00- $ Z0 0 0 S69. 10 E.A. Stainless Steel Locking Manhole Inserts, D-27;Per Each: 1�4 u 17 00" Dollars 0 G O and h o Cents $. 300 $ 3000 S70. 20 E.A. Vacuum Test for Sanitary Sewer Manhole D-36;Per Each: Dollars 0 O 00 and n0 Cents $ Z'p 0. $_�100 O S71. 5 E.A. Adjust& Seal Existing Manhole, D-27;Per Each: Dollars 00 0 0 and v Cents $ _?00 $ 4570b 0 . B-33 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT S72. 5 E.A. Remove Existing Sewer Manhole, D-29;Per Each: S ix �•n�f�r�,/ Dollars oG 06 and .176 Cents $ o U $ 3 0 0 0 S73. 5 E.A. Abandon Existing Sewer Manhole, D-29;Per Each: v.f Dollars 001 00 and n o Cents $ $ Z SOo S74. 100 E.A. 4-Inch Sanitary Sewer Service Tap, D-28;Per Each: T©u. ���► ��o Dollars p G 00 and—_&o ..Cents $ DO $ 41000O S75. 25 E.A. 6-Inch Sanitary Sewer Service Tap,- D-28- ap,D-28• Per Each: .✓1S h c 17/-'.-o/ Dollars d G Q and "A0 Cents $ -5-00 S76. 25 E.A. 8-Inch Sanitary Sewer Service Tap, D-28; Per Each: O'' � Dollars D and 4 Cents $ G� $ /,SOO O. S77. 500 L.F. 4-Inch Sanitary Sewer Service Line Replacement or Installation, D-28;Per Linear Foot: Dollars p if Cents $ Z© - $ /0000-.. B-34 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL -- NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT S78. 100 L.F. 6-Inch Sanitary Sewer Service Line Replacement or Installation, D-28;Per Linear Foot: Dollars and h u Cents $ Z,.; $ Z5'00 S79. 100 L.F. 8-Inch Sanitary Sewer Service Line Replacement or Installation, D-28;; Per Linear Foot: / GJ in al Dollars o U o c and n 0 Cents $ 26' $ Z6 oc� S80. 100 E.A. 4-In h P w c VC Sanitary Sewer Service .. Two-Way Cleanout, D-28,D-61;Per Each: Dollars o a oo . and r, a Cents $ Z.00 $ Z000 a . 581. 100 E.A. 6-Inch PVC Sanitary Sewer Service Two-Way Cleanout, D-28,D-/61; Per Each: - Iwo h un a1zPC T.d&2jl r6ollars obi 4.0and h a r—Cents $ Z 2 S- $ Z Z SD d S82. 100 E.A. 8-Inch PVC Sanitary Sewer Service Two-Way Cleanout, D-28,D-61;Per Each: o� �u n �.• ,d Dollars 00 00 and n v Cents $ -1OO $ /000ex 583. 100 E.A. 4-Inch Cast Iron Sanitary Sewer Service Two-Way Cleanout, D-28,D-61;Per Each: P 4_1 Dollars and Cents $ $ ZOOO C� B-35 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT S84. 100 L.F. 6-Inch Cast Iron Sanitary Sewer Service Two-Way Cleanout, _ D-28, D-61; Per Each: _Aw0.4 Dollarsas 00 and o Cents $ Z ZS_ $ Z Z5,00 S85. 100 L.F. 8-Inch Cast Iron Sanitary Sewer Service Two-Way Cleanout, D-28,D-61;Per Each: D/1 G �an o/r�t1 Dollars o p and /70 Cents $ l0 0 $ /00.0c. O G S86. 5 E.A. Cut and Plug Existing Mains All Sizes Any Depth,Day or Night,D-29;Per Each: Yc/rr kw M d.. J Dollars a G o G and Cents S87. 1500 L.F. Trench Safety System, D-26,DA-113; Per Linear Foot: Dollars 0 0 oG and �o Cents S 3 $ S'o d. S88. 20 E.A. Job Move-in; DA-110;Per Each: one Aho VSI91 � Dollars � %Doo °G oG and o D Cents $ $ Z o0 0 0 S89. 10 E.A. Emergency Situation Job Move-In, DA-75;Per Each: wo 7q •us R n1_/ Dollars p U 00 and ° Cents $ Z©OO $ Z0000 B-36 , ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT S90. 25 L.F. Hydro Mulch Seeding, D-45;Per Linear Foot: - v Dollars 6 0 0 0 and o Cents 126- S91. 2SS91. 25 L.F. Sodding, D-45;Per Linear Foot: Swor! Dollars o G o and Cents $ 7 $ 1,7.S- S92. 7.S_S92. 25 L.F. Concrete Encasement,Fig:113, D-49; Per Linear Foot: rf y Dollars OG °C and -16 Cents S93. 10 C.Y. Concrete Riprap, DA-40; Per Cubic Yard: Dollars 0& 00 and----.z2 u Cents $ 7 O $ 700 S94. 20 S.Y. 6"Rock Riprap, DA-39; Per Square Yard: sDollars - 00 00 and 'n f) Cents $ d $ ) '-/00 S95. 20 S.Y. 12"Rock Riprap, DA-39;Per Square Yard: Dollars 00 O D and 6fA Cents $ eO $ l0 4 O J S96. 20 S.Y. 24"Rock Riprap, DA-39;Per Square Yard: or, ��,. �✓is� Dollars O O and Cents $ /Q d U $ ZOO O u w p B-37 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT S97. 100 C.Y. Flowable Fill in Lieu of Backfill, DA-116;Per Cubic Yard: Dollars ori o G and 1/70 Cents $ 570 $ 5-000 S98. 5 C.Y. Crushed Limestone, D-22;Per Cubic Yard: int Dollars 00 00 and o Cents $ / $ j S99. 5 C.Y. Class `B' Concrete(#2500); Per Cubic Yard: g54C Dollars OU o U and .10 Cents $ l $ s S100. 5 C.Y. Class `E' Concrete(#1500); Per Cubic Yard: ©ir-e Dollars 00 00 and 010 Cents $ l $ 5- S101. ^S101. 200 S.F. Concrete Sidewalk or Driveway Replacement, D-20;Per Square Foot: S."x Dollars 100o G and .170 Cents $ $ /Z 00 S102. 100 L.F. Concrete Curb and Gutter Replacement, DA-24;Per Linear Foot: kwon�y irl"J P Dollars and A v Cents $ Z S $ Z S'00 B-38 �� dM ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT S103. 100 L.F. Concrete Curb Attached to Concrete Pavement Replacement, DA-55;Per Linear Foot: e.,,e A Dollars 4�0 00 and 4,a Cents $ Z O $ Z000 S104. 100 L.F. Concrete Pavement on 2:27 Concrete Base, D-23;D-25;Per Linear Foot: 1r'YrI.-J, Dollars oo 60 and Cents $ Y'5— $ 5500 S105. 500 S.F. Concrete Pavement Replacement, over Existing Base D-25;Per Square Foot: X;,e Dollars o v 00 and n 0 Cents $ G $ 3400 S106. 50 L.F. Brick on Reinforced Concrete Base; D-25, DA-35,DA-115; Per Linear Foot: S%x f✓s Dollars oU and Cents d $ �� $ 3 ZSo o U S107. 250 L.F. Min 2-Inch HMAC on 2:27 Concrete Base, D-23;D-25;Per Linear Foot: h>r 6% P Dollars and 40 Cents $ 3S oo $ ,?S„o•OG S108. 500 S.F. Min 2 Inch HMAC Pavement Replacement, over Existing Base D-25;Per Square Foot '''k 5 A44 A ur Dollars U o and Cents B-39 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT S109. 500 L.F. 2-Inch HMAC on 2:27 Concrete Base, D-23;D/-25; Per Linear Foot: Dollars m go 00, and = Cents $ $ 175-00 S110. 100 L.F. Min 1-1/2-Inch HMAC on Reinforced Concrete Base, D-25,DA-35;Per Linear Foot: �S�iX/•y Dollars 0 andy Cents. $ 4 $ Do D S111. 1500 L.F. 2-Inch HMAC on 8"Crushed Stone Base (Temp.Pvmt.), D-62;Per Linear Foot: 1we la-f Dollars 00 dd and 40 Cents $ /Z $ /Y00 O, S112. 1500 L.F. 2-Inch Hot Mix Rolled Temporary Pavement Fig. A, D-62;Per Linear Foot: I' t.Jt ✓-r Dollars G 00 0 and 40 Cents $ 1800 O �I S113. 1500 L.F. Flex Base Material for Temporary Pavement Repair,Fig. A, D-62; Per Linear Foot: e)gh f Dollars 0 00 and ny Cents $_ $ /Z,00 0. S114. 750 S.F. Replace Paving in Parking.Areas, DA-47;Per Square Foot: �✓f Dollars p 0. 0 U and v Cents -$ $ ?5-'0 . B110 r� ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT S115. 500 L.F. Pre-Construction Cleaning and Television Inspection of Sanitary Sewer Line, D-35;Per Liner Foot: {'I-e Dollars _ G 00 and u Cents $ $ Z 5'0 Q S116. 1000 L.F. Post-Construction Television Inspection of Sanitary Sewer Lines, D-38; Per Linear Foot: Dollars o d 00 and " Cents $ $ O O C. S117. 50 E.A. Traffic Permit for Utility Street Cuts;Per Each: Fifty Dollars and no Cents $ 50.00 $ 2,500.00 00 TOTAL AMOUNT BID $ yS-3 S Type of Pipe Used PVC Pipe(SDR-35, Per E1-25, 6- 15 inch): PVC Pipe(PS-46,Per E1-27, 6- 15 inch): PVC Pipe(Composite Pipe,Per E1-29, 8- 15 inch): PVC Pipe(Corrugated Pipe,Per E1-31,6- 15 inch): to �3��R�- TOTAL AMOUNT BID WATER $ y 2 9 D _ vv TOTAL AMOUNT BID SEWER $ GRAND TOTAL AMOUNT BID $ 0 J B-41 PART B -PROPOSAL(Cont.) Within ten (10) days after acceptance of this Proposal, the undersigned will execute the formal contract and will deliver an approved Surety Bond and such other bonds-as required by the Contract Documents, for the faithful performance of the Contract. The attached bid security in the amount of 5% is to become the property of the City'of Fort Worth; Texas, in the event the contract and bond or bonds are not executed and delivered within the time above set forth, as liquidated damages for the delay and additional work caused thereby. The undersigned bidder certified that he has been furnished at least one set of the General Contract Documents and General Specifications for Water Department Projects dated January 1, 1978, and that he has read and thoroughly understands all the requirements and conditions of those General Documents and the specific Contract Documents and appurtenant plans. The undersigned assures that its employees and applicants for employment and those of any labor organization, subcontractors, or employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278 as amended by City Ordinance No. 7400. The Bidder agrees to begin construction within 10 calendar days after issue of the work order, and to complete the contract within 365 calendar days after beginning construction as set forth in the written work order to be furnished by the Owner. (Complete A or B below, as applicable:) A. The principal place of business of our company is in the State of . Nonresident bidders in the State of ,our principal place of business, are required to be percent lower than resident bidders by state law. A copy of the statue is attached. Non resident bidders in the State of ,our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. B-42 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 considerationon preparation of the foregoing bid: Addendum No. 1 (Initials) Addendum No. 3 (Initials) Addendum No. 2 (Initials) Addendum No. 4(Initials) _ ReVe^cti i11)-submi.e(i', C,,c%l C� CO�STrs.t/i0 h By: Title: Address: _ �DC�ax �D3Z� rf G✓Dr/�� �/� �/o�YQ ' Telephone: 7- 2 93 (Seal) —. . Date: S-Z 0 --0 L •�` B-43 00 ATTACHMENT 1A Page 1 ofd' FORT WORTH City of Fort Worth 05-27-04 P12 : 39 Subcontractors/Suppliers Utilization Form PRIME COMPANY NAME: Check applicable block to describe prime WILLIAM J.SCHULTZ,INC.DBA CIRCLE C CONSTRUCTION MNV/DBE X NON-MAN/DBE PROJECT NAME: WATER&SEWER MAIN REPLACEMENT 2004A "MWSR2004A" BID DATE 5/20/04 City's MNVBE Project Goal: Prime's M/WBE Project Utilization: PROJECT NUMBER 12% 12% DOE#4460 Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non-responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the MAMBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and Will result in the bid being considered non-responsive to bid specifications M/WBEs listed toward meeting the project goal must be located in the nine (9) county marketplace or currently doing business in the marketplace at the time of bid. Marketplace is the geographic area of Tarrant, Parker, Johnson, Collin, Dallas, Denton, Ellis, Kaufman and Rockwall counties. Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct payment from the prime contractor to a subcontractor is considered 13'tier, a payment by a subcontractor to its supplier is considered 2nd tier ALL M/WBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located or doing business at the time of bid opening within the Marketplace, that have been determined to be bonafide minority or women businesses by the North Central Texas Regional Certification Agency (NCTRCA), or the Texas Department of Transportation (TX DOT), highway division. Disadvantaged Business Enterprise (DBE) is synonymous with Minority/Women Business Enterprise(M/WBE). If hauling services are utilized, the prime Will be given credit as long as the MNVBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The MNVBE may lease trucks from another M/WBE firm, including M/WBE owner-operators, and receive full M/WBE credit. The MNVBE may lease trucks from non-M/WBEs, including owner-operators, but will only receive credit for the fees and commissions eamed by the MNVBE as outlined in the lease agreement. ATTACHMENT 1A Page 2 of 3 FORT WORTH 05-27-04 P12 : 39 OUT Primes are required to identify ALL subcontractors/suppliers,regardless of status;i.e.,Minority,Women and non-M/WBEs. Please list M/WBE firms first,use additional sheets if necessary. Certification N (check one) o SUBCONTRACTORISUPPLIER T n Company Name ; N T Detail Detail Address i M w X M Subcontracting Work Supplies Purchased Dollar Amount Telephone/Fax r B B T D W E E R O B C T E A M&M CONSTRUCTION 1 X SUPPLYING SAND, ROCK, $ 70,460.00 9725 SALORN DR. MATERIAL & ASPHALT CROWLEY TX. 703 HAULING $ 64,004.00 MATERIAL HAULING & HAUL OFF RICOHET FUEL DIST. 1 X SUPPLYING FUEL, OIL & $ 67,232.00 1101-A BEDFORD RD. MATERIAL HYD. FLUID BEDFORD, TX. 76002 REDI-MIX CONCRETE 1 X SUPPLYING CONCRETE $30,000.00 P.O. BOX 112578 MATERIAL CARROLLTON, TX. LATTIMORE MATERIAL 1 X SUPPLYING CONCRETE $ 30,000.00 P.O. BOX 556 MATERIAL MCKINNEY,TX 75070 AMERICAN DUCTILE 1 X SUPPLYING DUCTILE IRON $ 139,000.00 IRON PIPE CO. MATERIAL PIPE 17950 PRESTON RD. SUITE 990 DALLAS, TX. 75252 HUGHES SUPPLY CO 1 X SUPPLYING PIPE & $ 121,000.00 7197 LATHAM DRIVE MATERIAL RELATED JOB #7734 RICHLAND MATERIAL HILLS, TX. 76118 FORT WORTH ATTACHMENT 1A — — Page 3 of 05-27-04 P12 : 39 OUT Primes are required to identify ALL subcontractors/suppliers,regardless of status;i.e.,Minority,Women and non-M/WBEs. Please list M/WBE firms first,use additional sheets if necessary. Certification N (check one) SUBCONTRACTORISUPPLIER T n Company Name i N T Detail Detail Address e M wC X M Subcontracting Work Supplies Purchased Dollar Amount T D Vy Telephone/Fax r B B E E R O B C T E A CHEM-CAN 1 X SANITATION POTTIES P.O. BOX 434 $ 1,320.00 ARLINGTON, TX 76004 AMERICAN 1 X SUPPLYING BARRICADES $34,000.00 BARRICADES, INC. MATERIAL 107 ENON AVE. EVERMAN, TX. 76140 RENTAL SERVICE 1 X RENTAL EQUIPMENT $ 12,000.00 CORP. RENTAL P.O. BOX 840514 DALLAS, TX. 75284 UNITED RENTAL INC. 1 X RENTAL EQUIPMENT $ 12,00000 3120 SPUR 482 RENTAL SUITE B IRVING, TX. 75062 JOHN A. MILLER & 1 XINSURANCE BONDING, WC. $158,852.00 ASSOC. AND GENERAL P.O. BOX 7214 INSURANCE FT.WORTH, TX. 7611 I FORT WORTH FORT WORTH ATTACHMENT 1A P84 ofs Primes are required to identify ALL subcontractors/suppliers,regardless of status;i.e., Minority,Women and non-M/WBEs. Please list M/WBE firms first,use additional sheets if necessary. Certification N (check one) o SUBCONTRACTOR/SUPPLIER T n Company Name i N T Detail Detail C X M Subcontracting Work Supplies Purchased Dollar Amount Address e M w r B B T D Vy Telephone/Fax R O B E E C T E A FERGUSON 1 X SUPPLYING PIPE & ENTERPRISES, INC. MATERIAL RELATED JOB $121,573.00 2650 S. PIPELINE RD MATERIAL EULESS, TX 76040 M & J PIPELINE P.O. 1 X INSPECTION TV $ 10,000.00 BOX 851 GRANBURY INSPECTION TX 76048 FORT WORTH ATTACHMENT 1A 05-27-04 P12 : 39 OUT Pages ofs Total Dollar Amount of M/WBE Subcontractors/Suppliers $ 201,696.00 Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers $ 667,745.00 TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ $71,441.00 The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office Manager or designee through the submittal of a Request for Approval of ChangelAddidon. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The contractor shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed MAtVBE goal. If the detail explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MAW/DBE(s) arrangements submitted with the bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The bidder agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers/contractors participating on the contract that will substantiate the actual work performed by the M/W/DBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and create a material breach of contract may result in a determination of an irresponsible Offeror and barred from participating in City work for a period of time not less than one (1) year. I. CAROL J. SCHULTZ Authorized Signatu Printed Signature rVICE PRESIDENT TWO Contact NamelTttle{If dfffemno CIRCLE C CONSTRUCTION 817-293-1883 FAX 817-293-1957 Company Name Telephone and/or Fax P.O.BOX 40328 CIRCLECI@MSN.COM Address E-mail Address FORT WORTH,TX.78140 5/17/04 rCftmtat mp Date ow r r PART C - GENERAL CONDITIONS TABLE OF CONTENTS = NOVEMBER, 1, 1987 • TABLE OF CONTENTS Cl-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 CI-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 Cl-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.X0 Beginning Work C3-3 (4 ) C3-3.11 Insurance C3-3 (4 ) i 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 Fidld 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 ) 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 ) (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) C676.5 Public Safety and Convenieftce v C6-6 (2 ) r 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 ) r 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 oy City C6-6 (11) C6-6.17 Use of a Se^tion 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) 0-7.4 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) ra u ; C8-8. 3 Lump Sum C8-8 (1) C8-8. 4 Scope of Payment GS-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 Desitjn C8-8 (4) C8-8.10 General Guaranty C8-8 (4 ) 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 El-White r. 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: SS PART A' NOTICE TO ,-BIDDERS •'(Advertiabidiii 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) �v Cl-1 (1) •