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Contract 30004
1 SE S.R,:.ARY 20 D.O.E. FILE CITY SECRETARY ONTRACT NO. . � CONTRACTOR'S BONDING (70SPECIFICATIONS CONSTRUCTION'S COPY AND ' EENT DEPARTME' dT CONTRACT DOCUMENTS PAVEMENT IMPROVEMENTS AT VARIOUS LOCATIONS UNIT IA: RIVERSIDE DRIVE FROM I-30 TO US 287--DOE #3234 Project No.: C115-020 115 023 244 UNIT IB: ANGLE AVENUE FROM 35`"ST.TO OLD DECATUR RD.--DOE#2218 Project No.: C115-020 115 023 242 ^5-01-04A00 :58 RCVD IN THE CITY OF FORT WORTH,TEXAS FEBRUARY 2004 MIKE MONCRIEF GARY W.JACKSON MAYOR CITY MANAGER ROBERT D. GOODE,P.E.-DIRECTOR TRANSPORTATION AND PUBLIC WORKS DEPARTMENT A. DOUGLAS RADEMAKER, P.E. - DIRECTOR ,`.`�1111t1ttl DEPARTMENT OF ENGINEERING ��pE•�F•TFgsilt •� . *ltl . *. _* r CENS ORIGINAL FoRT Wo WW,4f-CF~-Wig �24� Home I Council Agenda I M&C I Employee Directory I Morning Repirt I Ado I PRS I Solution Zone I .. Print M&C COUNCIL ACTION: Approved on 5/11/2004 DATE: 5/11/2004 REFERENCE NO.: "C-20070 LOG NAME: 30STABWINN CODE: C TYPE: CONSENT PUBLIC HEARING: NO SUBJECT: Award of Contract to Stabile and Winn Inc., for Pavement Improvements to Riverside Drive and Angle Avenue RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with Stabile and Winn Inc., in the amount of $546,818.50 for pavement improvements to Riverside Drive and Angle Avenue. DISCUSSION: Pavement improvements at various locations are funded by the 1998 CIP. The streets to be improved are: Street From To Mapsco Location Council District Riverside Drive IH-30 US 287 77H 8 Angle Avenue 35th Street Old Decatur Road 48W 2 The streets have been divided into two units. Unit IA - Riverside Drive: scheduled for an asphalt overlay; and Unit IB - Angle Avenue is scheduled for permanent concrete repair. This project was advertised for bid on February 5 and 12, 2004. On March 11, 2004, the following bids were received: Bidder Amount Time of Com letion Stabile and Winn Inc. $546,818.50 65 Calendar Days McClendon Construction Co. $577,592.75 Jackson Construction Ltd. $594,698.50 Ed A. Wilson, Inc. $711,997.50 Peachtree Construction Ltd. $749,723.25 The contingency for possible change orders is $25,000. Stabile and Winn Inc. is in compliance with the City's M/WBE Ordinance by committing to 9% M/WBE participation and documenting good faith effort. Stabile and Winn Inc. identified several supplier opportunities, however the M/WBE's contacted in the areas identified did not submit the lowest bids. The City's goal on this project is 20%. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are available in the current capital budget, as appropriated, of the Street Improvements Fund. TO Fund/Account/Centers FROM Fund/Account/Centers C115 541200 020115023244 $76,131.00 C115 541200 020115023242 $470,687.50 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 FEB-25-2004 WED 02;48 PM Fu-Dept Of Engineering, FAX H0. 817 392 2483 P. 02/04 CITV OF FORT WORTH DEPARTMENT OF ENGINEERING ENGINEERING SERVICES DIVISION ADDENDUM NO, 1 PAVEMENT IMPROVEMENTS AT VARIOUS LOCATIONS DOE NO. 2218 &3234 RELEASE DATE:February 25,2004 INFORMATION TO BIDDERS: The Specifications and Contract Doemnents for the above mentioned project are.revised and amended as follows: 1.In Proposal,Unit IA Pay item No. I should be revised to read as follows: S.P. 1. 1 L.S. UTILITY ADJUSTMENT TT:N THOUSAND Dollars& — NO Cants Per L.S. $ 10.000.00 S 18000.00 2.In Proposal,Unit IA Pay Item No.2 should be revised to read as follows: S.P. 2. 2 EA. PRO:ECT DESIGNATION SIGNS THREE HU_NDRED Dollars& NO Cents Per EA. 300.00 600.00 3.In Proposal, Unit IA Pay Item No. 12 should be revised to read as follows: S.P. 12. 4 EA. MAN=IOLE ADJUSTMENT 406 450 _THIEF HUNDRED FIFTY Dollars& N_Cents Per EA. `6 350.00 1,400.00 r 4. In Proposal,Unit IA Pay Item No. 13 should be revised to read as follows- S.P. 13. 1 EA. WATER VALVE BOX ADJUSTMENT 406 450 TWO HUNDRED Dollars& ILIO Cents Per EA. $ 200.00 S 200.00 FEB-25-2004 WED 02:48 PM Fu-Dept Of Enginew'ing-, FAX NO. 817 392 2483 P. 03/04 S.In Proposal,Unit IB Pay Item No. 1 should be revised to read as follows: S.P. 1. 1 L.S. U.I]:ITY ADJUSTMENT TEN THOUSAND Dollars& NQ Cents Per L.S. $ 10,000.00 $ 10,000.00 6.In Proposal,Unit I13 Pay Item No.2'should be revised to read as follows: S.P. 2. 1 EA. PROJECT DESIGNATION SIGNS ____THREE HUNDRED Dollars& NO Cents Per EA. 300.00 300.00 r 7.In proposal,Unit 18 Pay Item.No.22 should be revised to read as follows: S.P. 22, 100 LF. 7"CONCRETE CURB REPAIR. 502 0--r j fl%v0 Dollars& a� � rho Cents Per LF. $ 8. In Proposal,Unit IB Pay Item No.2-i should be revised to read as follows: S.P. 26. 2 EA. MArT10LE ADJUSTMENT 406 450 THREE Hi1NDRED FIPTY Dollars& NO Cents Per EA. $ 350.00 700.00 9.In Proposal,Unit Ila Pay Item No.2, should be revised to read as follows: S.P. 27. 1 EA. WATER VALVE BOX ADTUSTMENT 406 450 TWO HUNDRED Dollars& NO Cents Per EA. $ 200.00 $ 200,00 10. In Proposal,Unit TB please add the lbllowing Pay Item No.29 as follows: S.P. 29. 4,720 LF. 7"ATTACHED CURB soz Yw -..) Dollars& 00 a_ V-1Q Cents Per LF. $ 2 $ 9440 11.In Proposal,Unit IB please addthe f)llowing Pay Item No.30 as follows: 104 30. 4,720 1.8. REMC VE EXIST.7"ATTACI4ED CURB �© he Dollars& ts"_ y' 00 ___rAQ Cents Per LF. $ 4$ �'� FEB-25-2004 WED 02:48 PM Fu-Dept Of Engineering-, FAX K0. 817 392 2483 P. 04/04 12. Please add the following SPECD L PROVISION= PAY ITEM UNIT Ila No.29—T'ATTACFIED Ci1RB: The contractor may,at his option,construct either integral or superimposed curb. Standard Specification Item 502 shall apply except as follows:Integral curb shall be constructed along the edge of the pavement as an integral part of the slab and of the same concrete as d a slab. The concrete far the curb shall be deposited not more than thirty(30) minutes after the concrete in the slab. 13. On the"TYPICAL HALF-SEM ON"detail,the compressive strength of the T'portland cement concrete pavement shall be 3,000 PSI a 28 days. All other provisions of the plans,sxcifications and contract document for the project which are not expressly amended herein shall remain in full force. RECEIPT ACKNOWLEDGED- w A.DOUGLAS RADEMAICER,P.E. DIRECTO T.MLNT ENGINEERING >3y: ick Trice,P.E. Manager,Enginaering Services MAR-02-2004 TUE 05:06 PM Fu—Dept, 0f EnginaftLiDFAX N0. 817 392 2483 P. 02/02 CITY OF FORT'WORTH DEPARTMENT OF ENGINEERING ENGINEERING SERVICES DIVISION ADDENDUM NO.2 PAVEMENT IMPROVEMENTS AT VARIOUS LOCATIONS DOE NO. 2218 & 3234 RELEASE DATE: March 2,2004 INFORMATION TO BIDDERS: The Specifications and Contract Doeurr ants for the above mentioned protect are revised and amended as follows: 1.There will be only one(1)M/WBE project Goal for this project. The City's MBE/WBE goal on this project is 20%of the total base bid value for bath Unit TA and Unit 1B of the contract. 2. For clarification in project scope: ■ Unit IA shall consist of an asp]salt overlay with some spot pavement and base repair. ■ Unit 113 shall consist of work it the northbound lanes. Approximately 3,400 L.F.of the pavement south of Decatur Rd.will replaced from back-of-curb to median. From there,approximately 1,500 L.F.of pavement will be replaced from back-of-curb 12.5 L.F.to dummy joint. The remainder shall consist of some spot pavement and base repair. 3. in"NOTICE TO BIDDERS",revise the bid opening date to MARCH 1.1,2004. All other provisions of the plans,specifications and contract document for the project which are not expressly amended herein shall remain in full force. RECEIPT ACKNOWLEDGED: s✓ A.DOUGLAS RADEMAKER,P.E. �. � DIRECTOR TMENT OF E GINEERING l3y:_ ick Trice, Manager,Engineering Services CITY OF FORT WORTH DEPARTMENT OF ENGINEERING s PAVEMENT IMPROVEMENTS AT VARIOUS LOCATIONS UNIT IA: RIVERSIDE DRIVE FROM I-30 TO US 287--DOE #3234 Project No.: C115-020 115 023 244 UNIT IB: ANGLE AVENUE FROM 35`h ST. TO OLD DECATUR RD.--DOE #2218 Project No.: C115-020 115 023 242 GARY W. JACKSON CITY MANAGER ROBERT D. GOODE, P.E.- DIRECTOR TRANSPORTATION AND PUBLIC WORKS DEPARTMENT 2003 APPROVED j60 It'►M f APr,-wWX4i 2 l(q0+ A.DOUGLAS RADEMAKER,P.E.DIRECTOR,DEPARTME C ENGINEERING / ++ APPROVED vii �lT:���,`&-A S GEORGE BEHMANESH,P.E.ASSISTANT DIRE OR,TRANSPORTATION AND PUBLIC WORKS DEPARTMENT h / APPROVED I/ 1 D/ 1 / DOO J.KIM,P.E.CAPITAL PROJECTS,ENGIL1 E/R,WATTR DEPARTMENT RE OMMENDED DAE J TABLE OF CONTENTS TABLE OF CONTENTS 1. Notice to Bidders 2. Special Instructions to Bidders 3. Project Scope/Limit of Work 4. Proposal 5. Vendor Compliance to State Law 6. Minority and Women Business Enterprises Specifications 7. Special Provisions 8. Construction Details 9. Certificate of Insurance 10. Contractor Compliance With Worker's Compensation Law 11. Equipment Schedule 12. Experience Record 13. Performance Bond 14. Payment Bond 15. Contract t� 4 dl NOTICE TO BIDDERS Sealed proposals for the following: FOR: PAVEMENT IMPROVEMENTS AT VARIOUS LOCATIONS UNIT IA: RIVERSIDE DRIVE FROM I-30 TO US 287--DOE#3234 Project No.: C115-020 115 023 244 UNIT IB: ANGLE AVENUE FROM 35`h ST.TO OLD DECATUR RD.--DOE#2218 Project No.: C115-020 115 023 242 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 PM,March 4,2004 and then publicly opened and read aloud at 2:00 PM in the Council Chambers. Plans, Specifications and Contract Documents for this project may be obtained at the Office of the Department of Engineering,Municipal Office Building, 1000 Throckmorton Street,Fort Worth,Texas. Sets of documents may be purchased for a non-refundable price of$30.00. Bid security is required in accordance with the Special Instruction to Bidders. The City reserves the right to reject any and/or all bids and waive any and/or all irregularities. No bid may be withdrawn until the 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 nonresponsive. 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,the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contract. A copy of the Ordinance can be obtained from the Office of the City Secretary. In addition,the bidder shall submit the MBE/WBE UTILIZATION FORM,PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM("Documentation')as appropriate. The documentation must be received no later than 5:00 PM, five(5)City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall render the bid nonresponsive. For additional information,contact Roy Teal,P.E.at(817)392-8883. GARY W.JACKSON GLORIA PEARSON CITY MANAGER CITY SECRETARY A.Doumaker,P.E. r Directo De By Rick Trice,P.E. Manager,Engineering Services Advertising Dates: February 5,2004 February 12,2004 r SPECIAL INSTRUCTION TO BIDDERS 1. BID SECURITY: Cashier's check or an acceptable bidder's bond payable to the City of Fort Worth, in an amount of not less than five(5%)per cent of the total of the bid submitted must accompany the bid,and is subject to forfeit in the event the successful bidder fails to execute the contract documents within ten(10)days after the contract has been awarded. To be an acceptable surety on the bond,(1)the name of the surety shall be included on the current U.S. Treasury,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. 2. PAYMENT, PERFORMANCE AND MAINTENANCE BONDS: The successful bidder entering into a contract for the work will be required to give the City surety in a sum equal to the amount of the contract awarded. In this connection, the successful bidder shall be required to furnish a performance bond and a payment bond,both in a sum equal to the amount of the contract awarded. The form of the bond shall be as herein provided and the surety shall be acceptable to the City. All bonds furnished hereunder shall meet the requirements of Chapter 2253,Texas Government Code. In order for a surety to be acceptable to the City,the surety must(1)hold a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law; or (2) have obtained reinsurance for any liability in excess of$100,000 from a reinsurer that is authorized and admitted as a 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. The City will accept no sureties who are in default or delinquent on any bonds or who have an interest in any litigation against the City. Should any surety on the contract be determined unsatisfactory at any time by the City, notice will be given to the contractor to that effect and the contractor shall immediately provide a new surety satisfactory to the City. If the contract amount is in excess of$25,000,a Payment Bond shall be executed, in the amount of the contract, solely for the protection of all claimants supplying labor and materials in the prosecution of the work. If the contract amount is in excess of$100,000, a Performance Bond shall be executed, in the amount of the contract conditioned on the faithful performance of the work in accordance with the plans, specifications, and contract documents. Said bond shall solely be for the protection of the City of Fort Worth. All contracts shall require a maintenance bond in the amount of one hundred percent (100%) of the original contract amount to guarantee the work for a period of two(2)years after the date of acceptance of the project from defects in workmanship and/or material. 3. MOUIDATED DAMAGES:The Contractor's attention is called to Part 1,Item 8,paragraph 8.6,of the"General Provisions"of the Standard Specifications for Construction of the City of Fort Worth, Texas,concerning liquidated damages for late completion of projects. 4. AMBIGUITY: In case of ambiguity or lack of clearness in stating prices in the proposal,the City reserves the right to adopt the most advantageous construction thereof to the City or to reject the proposal. 5. EMPLOYMENT: All bidders will be required to comply with City Ordinance No.7278 as amended by City Ordinance No. 7400(Fort Worth City Code Section 13-A-21 through 13-a-29)prohibiting discrimination in employment practices. 6. WAGE RATES: Section 8.8 of the Standard Specifications for Street and Storm Drain Construction is deleted and replaced with the following: (a) The contractor shall comply with all requirements of Chapter 2258,Texas Government Code, " including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258,Texas Government Code. Such prevailing wage rates are included in these contract documents. (b) The contractor shall,for a period of three(3)years following the date of acceptance of the work,maintain records that show(i)the name and occupation of each worker employed by the contractor in the construction of the work provided for in this contract;and(ii)the actual per diem wages paid to each worker. These records shall be open at all reasonable hours for inspection by the City. The provisions of the special provision titled"Right to Audit"pertain to this inspection. (c) The contractor shall include in its subcontracts and/or shall otherwise require all of its subcontractors to comply with paragraphs(a)and(b)above. (d) With each partial payment estimate or payroll period,whichever is less,an affidavit stating that the contractor has complied with the requirements of Chapter 2258,Texas Government Code. (e) The contractor shall post the prevailing wage rates in a conspicuous place at the site of the project at all times. Section 8.9 of the Standard Specifications for Street and Storm Drain Construction is hereby deleted. 7. FINANCIAL STATEMENT:A current certified financial statement may be required by the Department of Engineering if required for use by the CITY OF FORT WORTH in determining the successful bidder. This statement, if required,is to be prepared by an independent Public Accountant holding a valid permit issued by an appropriate State Licensing Agency. 8. INSURANCE:Within ten(10)days of receipt of notice of award of contract,the Contractor must provide,along with executed contract documents and appropriate bonds,proof of insurance for Worker's Compensation and Comprehensive General Liability(Bodily Injury-$250,000 each person, $500,000 each occurrence;Property Damage-$300,000 each occurrence). The City reserves the right to request any other insurance coverages as may be required by each individual project. 9. ADDITIONAL INSURANCE REOUIREMENTS: a. The City,its officers,employees and servants shall be endorsed as an additional insured on Contractor's insurance policies excepting employer's liability insurance coverage under Contractor's workers'compensation insurance policy. b. Certificates of insurance shall be delivered to the City of Fort Worth,contract administrator in the respective department as specified in the bid documents, 1000 Throckmorton Street,Fort Worth,TX 76102,prior to commencement of work on the contracted project. Mft c. Any failure on part of the City to request required insurance documentation shall not constitute a waiver of the insurance requirements specified herein. d. Each insurance policy shall be endorsed to provide the City a minimum thirty days notice of cancellation,non-renewal,and/or material change in policy terms or coverage. A ten days notice shall be acceptable in the event of non-payment of premium e. Insurers must be authorized to do business in the State of Texas and have a current A.M.Best rating of A:VII or equivalent measure of financial strength and solvency. f. Deductible limits,or self-funded retention limits,on each policy must not exceed S 10,000.00 per occurrence unless otherwise approved by the City. g. Other than worker's compensation insurance, in lieu of traditional insurance,City may consider alternative coverage or risk treatment measures through insurance pools or risk retention groups.The �! City must approve in writing any alternative coverage. h. Workers'compensation insurance policy(s)covering employees employed on the project shall be endorsed with a waiver of subrogation providing rights of recovery in favor of the City. i. City shall not be responsible for the direct payment of insurance premium costs for contractor's insurance. j. Contractor's insurance policies shall each be endorsed to provide that such insurance is primary protection and any self-funded or commercial coverage maintained by City shall not be called upon to contribute to loss recovery. k. In the course of the project,Contractor shall report,in a timely manner,to City's officially designated contract administrator any known loss occurrence which could give rise to a liability claim or lawsuit or which could result in a property loss. Contractor's liability shall not be limited to the specified amounts of insurance required herein. in. Upon the request of City,Contractor shall provide complete copies of all insurance policies required by these contract documents. 10. NONRESIDENT BIDDERS:Pursuant to Article 601g,Texas Revised Civil Statutes,the City of Fort Worth will not award this contract to a non resident bidder unless the nonresident's bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located. "Nonresident bidder"means a bidder whose principal place of business is not in this state,but excludes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. "Texas resident bidder"means a bidder whose principal place of business is in this state,and includes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. This provision does not apply if this contract involves federal funds. The appropriate blanks of the Proposal must be filled out by all non resident bidders in order for its bid to meet specifications. The failure of a nonresident contractor to do so will automatically disqualify that bidder. IL 11. '.MINORITY AND WOMEN BUSINESS ENTERPRISES: In accord with City of Fort Worth Ordinance No. 11923,as amended,the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from-the office of the City Secretary.In addition,the bidder shall submit the MBE/WBE UTILIZATION FORM,PRIME CONTRACTOR WAIVER FORM andlor the GOOD FAITH EFFORT FORM("Documentation")as appropriate. The Documentation must be received no later than 5:00 p.m,five(5)City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the Documentation was received by the City. Failure to comply shall render the oil bid non-responsive. Upon request,Contractor agrees to provide to owner complete and accurate information regarding actual work performed by Minority Business Enterprise(WBE)on the contract and payment therefore. Contractor further agrees to permit an audit and/or examination of any books,records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts(other than a negligent misrepresentation)and/or the commission of fraud by Map the Contractor will be grounds for termination of the contract and/or initiation action under appropriate federal,state or local laws or ordinances relating to false statement; further,any such misrepresentation (other than a negligent misrepresentation)and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participation in City work for a period of time of not less than three(3)years. 12. AWARD OF CONTRACT:Contract will be awarded to the lowest responsive bidder.The City reserves the right to reject any and/or all bids and waive any and/or all irregularities. No bid may be withdrawn until the expiration of 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. 13. PAYMENT:The Contractor will receive full payment(minus 5%retainage)from the City for all work for each pay period. Payment of the remaining amount shall be made with the final payment,and upon acceptance of the project. 14. ADDENDA: Bidders are responsible for obtaining all addenda to the contract documents prior to the bid receipt time and acknowledging them at the time of bid receipt. Information regarding the status of addenda may be obtained by contacting the Department of Engineering Construction Division at(817) 871-7910.Bids that so not acknowledge all applicable addenda may be rejected as non-responsive. 15. CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW: A.Workers Compensation Insurance Coverage a.Definitions: Certain of coverage("certificate").A copy of a certificate of insurance,a certificate of authority to self-insure issued by the commission,or a coverage agreement(TWCC-81, dft TWCC-82,TWCC-83,or TWCC-84),showing statutory worker's compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. Duration of the project-includes the time from the beginning of the work on the project until the contractor's/person's work on the project has been completed and accepted by the governmental entity. Persons providing services on the project("subcontractor"in§406.096)-includes all persons or entities performing all or part of the services the contractor has undertaken to perform on the project,regardless of whether that person contracted directly with the contractor and regardless of whether that person has employees. This includes,without limitation, independent contractors,subconiTactors, leasing companies,motor carriers,owner-operators, employees of any such entity,or employees of any entity which furnishes persons to provide services on the project. "Services"include,without limitation,providing,hauling,or delivering equipment or materials,or providing labor,transportation,or toner services related to a project. "Services"does not include activities unrelated to the project,such as foodibeverage vendors,office supply deliveries,and delivery of portable toilets. b. The contractor shall provided coverage,based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements,which meets the statutory requirements of Texas Labor Code,Section 401.011 (44)or all employees of the contractor providing services on the project,for the duration of the project. c. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. d. If the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project,the contractor must,prior to the end of the coverage period,file a new certificate of coverage with the governmental entity showing that coverage has been extended. e. The contractor shall obtain from each person providing services on a project,and provide to the governmental entity: (1) a certificate of coverage,prior to that person beginning work on the project,so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project;and (2) no later than seven days after receipt by the contractor,a new certificate of coverage showing extension of coverage,if the coverage period shown on the current certificate of coverage ends during the duration of the project. f. The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter g. The contractor shall notify the governmental entity in writing by certified mail or personal delivery,within ten(10)days after the contractor knew or should have known,of any change that materially affects the provision of coverage of any person providing services on the project. h. The contractor shall post on each project site a notice,in the text,form and manner prescribed by the Texas Worker's Compensation Commission,informing all persons providing services on the project that they are required to be covered,and stating how a person may verify coverage and report lack of coverage. I. The contractor shall contractually require each person with whom it contracts to provide services on a project,to: (1) provide coverage,based on proper reporting on classification ayro_ J' amounts and filing of any coverage agreements,which meets I e.statin- 1r1 2,�F J r• ^�.C•�lf C lL�1C�i i requirements of Texas labor Code,Section 401.011 (44)for all of its employees providing services on the project,for the duration of the project; i (2) provide to the contractor,prior to that person beginning work on the project,a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project,for the duration of the project; i (3) provide the contractor,prior to the end of the coverage period,a new certificate of coverage showing extension of coverage, if the coverage period shown on the current dW certificate of coverage ends during the duration of the project; (4) obtain from each other person with whom it contracts,and provide to the contractor: (a) a certificate of coverage,prior to the other person beginning work on the project;and (b) a new certificate of coverage showing extension of coverage,prior to the end of the coverage period,if the coverage period shown on the current certificate of coverage ends during the duration of the project; „* (5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter. .F, (6) notify the governmental entity in wiring by certified mail or personal delivery,within ten(10)days after the person knew or should have known,of any change that materially affects the provision of coverage of any person providing services on the - project;and (7) contractually require each person with whom it contracts,to perform as required by paragraphs(1)-(7),with the certificates of coverage to be provided to the person for whom they are providing services. j. By signing this contract or providing or causing to be provided a certificate of coverage, ^� the contractor is representing to the governmental entity that all employees of the contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on - proper reporting of classification codes and payroll amounts,and that all coverage agreements will be filed with the appropriate insurance carrier or,in the case of a self insured,with the commission's Division of Self-Insurance Regulation. Providing false or misleading information may subject the contractor to administrative,criminal,civil r penalties or other civil actions. k. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. B. The contractor shall post a notice on each project site informing all persons providing services on the " project that they are required to be covered,and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Compensation Commission rules.This r notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text,without any additional words or changes: "REQUIRED WORKER'S COMPENSATION COVERAGE" The law requires that each person working on this site or providing services related to this construction project must be covered by worker" compensation insurance.This includes persons providing,hauling or delivering equipment or materials,or providing labor or transportation or other service related to the project,regardless of the identity of their employer or status as an employee". Call the Texas Worker's Compensation Commission at 512-440-3789 to receive information on the legal requirement for coverage,to verify whether your employer has provided the required coverage,or to report an employer's failure to provide coverage". 16. NON DISCRIMINATION:The contractor shall not discriminate against any person or persons because of sex,race,religion,color,or national origin and shall comply with the provisions of City Ordinance 7278,as amended by City Ordinance 7400(Fort Worth City Code Sections 13A-21 through 13A-29),prohibiting discrimination in employment practices. 17. AGE DISCRIMINATION: In accordance with the policy("Policy")of the Executive Branch of the federal government,contractor covenants that neither it nor any of its officers,members,agents,or employees,will engage in performing this contract,shall,in connection with the employment, advancement or discharge of employees or in connection with the terms, conditions or privileges of their employment,discriminate against person because of their age except on the basis of a bona fide occupational qualification,retirement plan or statutory requirement. Contractor further covenants that neither it nor its officers,members,agents,or employees,or person acting on their behalf,shall specify,in solicitations or advertisements for employees to work on this Contract,a maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification,retirement plan or statutory requirement. Contractor warrants it will filly comply with the Policy and will defend,indemnify and hold City harmless against any and all claims or allegations asserted by third parties against City arising out of Contractor's alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this Contract. 18. DISCRIMINATION DUE TO DISABILITY: In accordance with the provisions of the Americans with Disabilities Act of 1990("ADA"),Contractor wan-ants that it will not unlawfully discriminate on the basis of disability in the provision of services to the general public,nor in the availability,terms and/or conditions of employment for applicants for employment with,or current employees of Contractor.Contractor warrants it will fully 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 against City arising out of Contractor's alleged failure to comply with the above-referenced laws concerning disability discrimination in the performance of this Contract. 19. FINAL PAYMENT AND ACCEPTANCE:The project shall be deemed accepted by the City of Fort Worth as of the date that the final punch list has been completed,as evidenced by a written statement signed by both the contractor and the City. The warranty period shall begin as of the date that the final punch list has been completed. PROPOSAL TO: Mr. Gary W. Jackson City Manager Fort Worth, Texas FOR: PAVEMENT IMPROVEMENTS AT VARIOUS LOCATIONS UNIT IA: RIVERSIDE DRIVE FROM I-30 TO US 287—DOE#3234 Project No.: C115-020 115 023 244 UNIT IB: ANGLE AVENUE FROM 35`h ST.TO OLD DECATUR RD.—DOE#2218 Project No.:C115-020 115 023 242 Pursuant to the foregoing"Notice to Bidders",the undersigned has thoroughly examined the plans,specifications and the site,understands the amount of work to be done,and hereby proposes to do all the work and furnish all labor,equipment,and materials necessary to complete all the work as provided in the plans and specifications, and subject to the inspection and approval of the Department of Engineering Director of the City of Fort Worth. Upon acceptance of this proposal by the City Council,the bidder is bound to execute a contract and furnish Performance and Payment Bond approved by the City of Fort Worth for performing and completing said work within the time stated and for the following sums,to-wit: UNIT IA: RIVERSIDE DR. FROM I-30 TO US 287 TOTAL SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID S.P. 1. 1 L.S. UTILITY ADJUSTMENT - PEi Aoot.teN^---�► LA To*usA-.tD Dollars& 00 PC 1tj ft_Cents Per L.S. $ 10,000' $ I�000' S.P. 2. 2 EA. PROJECT DESIGNATION SIGNS P� AovE�4^ 'P &,4R1S&> Dollars& 00 00 140 Cents Per EA. $ 30D $ b0O S.P. 3. 5,705 SY. PROP.2"H.M.A.C.SURFACE 312 COURSE(TYPE"D"MIX) 6v C Dollars& '15 r1. Cents Per SY. $ S — $ 3_344 S.P. 4. 10 Cy. REMOVE AND REPLACEMENT OF 300 H.M.A.C.PAVEMENT AND BASE 304 (BASE REPAIR) 312 ONE NWwoseoyA*1ET'1'Dollars& oo 00 %10 Cents Per CY. 104 5. 220 L.F. REMOVE AND REPLACE CONCRETE 502 CURB AND GUTTER -TAt27rY Fav Dollars& 00 n10 Cents Per L.F. S.P. 6. 25 C.Y. GRADED CRUSHED STONES 208 7wf_"g1 Tr%vt Dollars& !F nko Cents Per C.Y. $ 25 $ tea5 S.P. 7. 2,200 L.F. WEDGE MILLING 2"TO 0"DEPTH 5.0 FT.WIDE Tw cs Dollars& 00 Cents Per L.F. $ 7-- S.P. S.P. 8. 1,575 L.F. 2"SURFACE MILLING Fou iL Dollars& 15 Zs 5w4pxy-q Fvs Cents Per L.F. $ S.P. 9. 2 EA. BUTT JOINT MILLED FoytZ NWNp qo Dollars& 00 ao w10 Cents Per EA. $ o0 $ em S.P. 10. 6 TN. H.M.A.0 LEVEL-UP 300 304 ONE 0moo"'o Tw"e Dollars& O° 00 312 fA0 Cents Per TN. $ 12 _ $ 5v- 504 11. 465 S.F. PROP.STD.7"CONCRETE VALLEY GUTTER TeA Dollars& 00 dD 40 Cents Per S.F. ( so r S.P. -12. 4 EA. MANHOLE ADJUSTMENT 406 '* 450 Ti► m j6dpr4o F&T-f Dollars& o0 Cents Per EA. $ 350 $ y oc S.P. 13. l EA. WATER VALVE BOX ADJUSTMENT 406 450 Two "UtAyew Dollars& w o0 Flo Cents Per EA. $ Zc u $ zo D S.P. 14. 480 EA. TRAFFIC BUTTONS Tit Dollars& 5Q Cents Per EA. UNIT 1A TOTAL BID UNIT IB: ANGLE AVE. FROM 35TH ST. TO OLD DECATUR RD. TOTAL SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT AMOUNT ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE BID S.P. 1. 1 L.S. UTILITY ADJUSTMENT PEL A0mri Q"^ ---� ?e,.t i*ou r,p r.l co Dollars& 010 cp �1 �p Cents Per L.S. 10 D,70 S.P. 2. 1 EA. PROJECT DESIGNATION SIGNS AOOE(049 If, I fff �rlp�ie D Dollars& 00 �. *I njp Cents Per EA. 300, $ 900- 452 300-452 3. 5 L.F. REMOVE EXIST. 18"R.C.P. 7wEr4T`f t-h w f. Dollars& 00 po AQ Cents Per L.R $ ZR $ t}� 5 452 4. 20 L.F. REMOVE EXIST.21"R.C.P. _rwe*AT'Y vA%"f- Dollars& 00 eP ,Jo Cents Per L.F. $ 29 $ 15!00 452 5. 5 L.F. REMOVE EXIST.24"R.C.P. .� 'TMtEMTV I %mr= Dollars& 00 vo A0 Cents Per L.F. $ wi $_ 452 6. 2 EA. REMOVE EXIST. 10'INLET FoucTR.E.M V6AoaA0 Dollars& 00 tad Cents Per EA. $ $Z goo -' 452 7. 4 EA. REMOVE EXIST.20' INLET SEvea►-r£e.l lllmrLo"o Dollars& cmw vo nIo Cents Per EA. $ 1.3.00 $ goo 104 8. 11,500 SY. REMOVE EXISTING CONCRETE i PAVEMENT Em. Q. Dollars& V►vrI( Cents Per SY. $ 4 $ 5 440 9. 5 L.F. PROP. 18"CL.III R.C.P. SEy"T'( Et G WT Dollars& 00 tJko Cents Per L.F. "M 440 10. 20 L.F. PROP.21"CL.III R.C.P. E1 fi% TY OME Dollars& m po t4c Cents Per L.F. $ $� $ ��62© 440 11. 5 L.F. PROP. 24"CL.III R.C.P. E1 C,N YY SEvO Dollars& O� 00 nA0 Cents Per L.F. 402 12. 30 C.Y. TRENCH EXCAVATION&BACKFILL Tt,,.r EMT`( Dollars& w t A a Cents Per C.Y. $ 20 $ 60p 521 13. 30 L.F. TRENCH SAFETY i 5f—\ T_j Dollars& vo Fi tar`( Cents Per L.F. 444 14. 2 EA. PROP.STD. 10' INLET 'TSE T"v s~t--i Dollars& _ x* Cents Per EA 444 15. 4 EA. PROP.STD.20' INLET F-=i E1@iw VAwtotUDollars& 1' 00 kAV Cents Per EA $ $ 314 16. 11,500 SY. PROP.7"CONCRETE PAVEMENT �7Z�9 54s5 / Twa,.kTY Fov►ia Dollars& ZLI an 6WW9.4- Cents Per SY. $ $ T*1 x_rr 01jF_ S.P. 17. 150 SY. REINFORCED CONCRETE PAVEMENT (Pavement Repair Only) CN4*- wL Dollars& 00 po t 4o Cents Per SY. $ )CY0! $J S�p00_ 210 18. 12,225 SY. 6"LIME STABILIZATION ()m E Dollars& 50 90 Ft F-'T`( Cents Per SY. $ 212 19, 172 TN. LIME t-AtMETY F%14 c- Dollars& 00 ao tJO Cents Per TN. $�— $ ,b,34� S.P. 20. 12,100 L.F. SILICONE JOINT SEALANT (Joints<_Y2"wide) Dollars& 1 coo �J10 Cents Per LF. $ $ IZ,too S.P. 21. 2,500 L.F. SILICONE JOINT SEALANT (Joints>_Y2"wide) Ma DtJf, Dollars& Co �o Cents Per LF. $�_ $ Zz Svc S.P. 22. -4,428 L.F. 7"CONCRETE CURB REPAIR 502 100 ApPE�iDfAM 5EE avP 9,Am�`1 Dollars& SEE �VD'E�D�1r1 / 11-1 F0 e-Pt,,t s: Cents Per LF. $ Fog— p$R'tCq S.P. 23. 30 S.Y. FLEXIBLE BASE 208 T%A%a, 4 F� Vr Dollars& o_o o rAO Cents Per S.Y. $ '35 S-10,30 — 106 24. 90 C.Y. UNCLASSIFIED STREET EXCAVATION Tw&SAT Y F.•i is Dollars& 00 Qo t.Ac Cents Per C.Y. $ 'Z15 $ZjL5O r S.P. 25. 20 C.Y. CONCRETE ONE AgLAID44A Dollars& aio tao Cents Per C.Y. $ OD— $ 'Z S.P. 26. 2 EA. MANHOLE ADJUSTMENT 406 450 FW A09worl h __+ -fati; �1{ gM2 fj ar f Dollars& ao *1 Jo Cents Per EA. $ 3 5 p-' $ l00 S.P. 27. 1 EA. WATER VALVE BOX ADJUSTMENT 406 450 W o gm Apeco Dollars& Pt A vVE�P� --� kiln _Cents Per EA. $ Zoe $ zoo til S.P. 28. 570 EA. TRAFFIC BUTTONS TI' "C_ Dollars& so Cents Per EA. $ _ $ sE� A o Q ��n r, 1 chi 4��,�}s_ * -jc ! Toa- � QhS Z°1, t so . UNIT IB TOTAL BID V $ . - +� TOTAL AMOUNT BID (Unit IA and Unit IB) 546, 12,1 S 90 This contract is issued by an organization which qualifies for exemption pursuant to the provision of Article 20.04(F)of the Texas Limited Sales,Excise and Use Tax Act, Taxes. All equipment and materials not consumed by or incorporated into the project construction,are subject to State sales taxes under House Bill 11,enacted August 15, 1991. The Contractor shall comply with City Ordinance 7278,as amended by City Ordinance 7400(Fort Worth City Code Sections 13-A-21 through 13-A-29),prohibiting discrimination in employment practices. The undersigned agrees to complete all work covered by these contract documents within Sixty-Five (65)Working Days from and after the date for commencing work as set forth in the written Work Order to be issued by the Owner and to pay not less than the"Prevailing Wage Rates for Street,Drainage and Utility Construction"as established by the City of Fort Worth,Texas. Within ten(10)days of receipt of notice of acceptance of this bid,the undersigned will execute the formal contract and will deliver an approved Surety Bond for the faithful performance of this contract. The attached deposit check in the sum of SZ sqO To'f•/ J^W Dollars ($ 5"'/o A FV& )is to be forfeited in the event the contract and bond are not executed within the time set forth,as liquidated damages for delay and additional work caused thereby. (Uwe), acknowledge receipt of the following addenda to the plans ind specifications,all of the provisions and requirements of which have been taken into consideration in preparation of the foregoing bid: Addendum No. 1 (Initials) Addendum No.3 (Initials) Jw Addendum No. 2(Initials) o-A Addendum No.4(Initials) Respectfully submitted: �-'��.^ls J w•irN� Sr%c. Address 79300 sy,%V-Q~, 71O•r 76 n? Telephone p i?—cW'7—.2-P&G96" (SEAL) Date �fjArc� �/, 2wSF CITY OF FORT WORTH DEPARTMENT OF ENGINEERING ENGINEERING SERVICES DIVISION ADDENDUM NO. 2 PAVEMENT IMPROVEMENTS AT VARIOUS LOCATIONS DOE NO. 2218 & 3234 RELEASE DATE: March 2, 2004 INFORMATION TO BIDDERS: The Specifications and Contract Documents for the above mentioned project are revised and amended as follows: 1. There will be only one(1) M/WBE Project Goal for this project. The City's MBE/WBE goal on this project is 20%of the total base bid value for both Unit IA and Unit IB of the contract. 2. For clarification in project scope: ■ Unit IA shall consist of an asphalt overlay with some spot pavement and base repair. ■ Unit IB shall consist of work in the northbound lanes. Approximately 3,400 L.F. of the pavement south of Decatur Rd.will replaced from back-of-curb to median. From there,approximately 1,500 L.F. of pavement will be replaced from back-of-curb 12.5 L.F. to dummy joint. The remainder shall consist of some spot pavement and base repair. 3. In"NOTICE TO BIDDERS",revise the bid opening date to MARCH 11,2004. All other provisions of the plans, specifications and contract document for the project which are not expressly amended herein shall remain in full force. RECEIPT ACKNOWLEDGED: A. DOUGLAS RADEMAKER,P.E. DIRECTOR TMENT OF E GINEERING By: ick Trice, Manager,Engineering Services _ Fri= .•-{�».y„__i ss~�;"r7'o- - r�t.+ ..a '•++,'I��.` _� . U4 tp ! FORT WORT H U -' 4*PW0. v1en *-Z 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 MIWBE 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 and Women Business Enterprises (M/WBE) in the procurement of all goods and services to the City on a contractual basis. All requirements and regulations stated in the City's current Minority and Women Business Enterprise Ordinance apply to this bid. M/WBE PROJECT GOALS The City's MBE/W BE goal on this project is ZD %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 MfWBE goal, or 2. Good Faith Effort documentation,or; 3. Waiver documentation,or; 4. Joint Venture. 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. Subcontractor Utilization Form,if goal is received by 5:00 p.m., five (5) City business days after the bid f met or exceeded: opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form, if participation is less than opening date, exclusive of the bid opening date. statedgoal: 3. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid f Utilization Form, if no M/WBE participation: opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form, if you will received by 5:00 p.m., five (5) City business days after the bid perform all subcontracting/supplier work: opening date, exclusive of the bid opening date. 5. Joint Venture Form, if utilize a joint venture received by 5:00 p.m., five (5) City business days after the bid to met or exceed goal. openin 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 MIWBE Office at(817) 871-6104. --- illy ATTACHMENT 1A Page 4 of 4 F&T WORTH City,of Fort Worth Subcontractors/Suppliers Utilization Form°a 0 j : 26 R C VD PRIME COMPANY NAME: Check applicable block to describe prime STra I'E MNV/DBE NON-MMI/DBE PROJECT NAME: PgV�MGi Iw1pY4vE�Et�Tb AT VAR.,10.AS I.oC-142"Of %' ta.1IT IPI- PAVE.9.61DC OIL-,VE Fpsrti 1-16o To BID DATE I 116- as m 557-0 ,o o..o PWe-a P►Izc-N4 11 ZOO 4 City's MIWBE Project Goal: Prime's M/WBE Project Utilization: PROJECT NUMBER pp QQ CMS-07-0 WT o z37,44 % d7 l % -07.0 WT 0 2 z-. i 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. all The undersigned Offeror agrees to enter into a formal agreement with the M/WBE 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 I� currently doing business in the marketplace at the time of bid. Marketplace is the geographic area of Tarrant, u Parker,Johnson, Collin, Dallas, Denton, Ellis, Kaufman and Rockwall counties. ill I 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 1 gt 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 M/WBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The M/WBE may lease trucks from another M/WBE firm, including M/WBE owner-operators, and receive full M/WBE credit. The M/WBE may lease trucks from non-M/WBEs, including owner-operators, but will only receive credit for the fees and commissions earned by the M/WBE as outlined in the lease agreement r r Rev.a2aeoa •T-•111 4 4� v ATTACHMENT 1A FORT WORTH Page 2 of 4 3 � e Primes are required to identify ALL subcontractorstsuppliers,regardless of status;i.e.,Minority,Women and non-M/WBEs. Please list MNV BE firms first, use additional sheets if necessary. Certification N (check one) ° SUBCONTRACTORISUPPLIER T n Company Name i N T Detail Detail Address e M W C 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.E. 6yw.�s P.O. wox "),83 UTtt�tT\&.S (y%AQ.LESo.J,mak. P-M Oaa►«� S34 A-A- 91:1- 4µI-- v2A2- 8f-7- Yy-7- flZ0 16" ✓ t•#~t_ 4r Fowr W0t�,TX.w%1 sq-634--+tee% r 81 -8'34- 67AD 2334 B Plea..► �¢��' SEA`�.,+�G� — ifzvl►a6,,�'x ��� � I5v Ck 6CA T*z- 06,111- 45o5 ZIZS "A"A- feso-s -meeji�ra+vatr¢aT $O C-%ea.ao PRAw.-e?X iso 1 �('lawta..+►l�S Z►gG1'Z 91VZ-Z1103-,A-+qS T Z-7-%0%- \g LoF.-anto f S~Lev�'- 2400 wt.E. 3t.TN 4t�k-S'3F- LIS it M . .,A *. N►l� � fir- � ' f i ATTACHMENT IA FORT WORTH" Page 3 of 4 Primes are required to identify ALL slibcontractors/suppliers,regardless of status;i.e.,Minority,Women and non-M/WBEs. Please list M/WBE firms first,use additional sheets if necessary. Certification (check one) k SUBCONTRACTOWSUPPLIER T r ,,. Company Name i N T Detail Detail Address M wC X P Subcontracting Work Supplies Purchased Dollar Amount Telephone/Fax r s s T D I E E R O E C T E A 551-' OSNn vv.i \NW Y RED 1-fn Sia Fecx Woo-`t tt -'X. -mi-4S tjP^0-0471;— 485-ygso $►3- Y6.51-Ots S (�►YEa� 6aa�+cao� 4� 3' 05 E Fof-T WOOX'A TX. W%% a•6w►'r1�Ft �-1210 ' 81�-535- 3439 IE.XA� �'f�41L1�f�1+o� 115 q S7- IDS v9 2IDSb9 - 30 - ZZ PE�kG11T�E>� CAw1ST, 4 PO, Sax 621021 00 ZS v «�P 5 kt�.s..-_:.:....rs.a,'sv+3+3n...:. �,�f.'�,..�--:w .'S�.n^.*..?�• � .......,+_�+ T".�Tx,+_:. _ .`ed..�c..x:.�i."p' .,. .> .-- - ATTACHMENT 1A FORT MRTI Page 4 of 4 Total Dollar Amount of M/WBE Subcontractors/Suppliers $ O'5Z — Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers $ Z461 43 TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ Zq 10 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 Change/Addition. 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 changeladdition or deletion will affect the committed M/WBE goal. If the detail explanation is not submitted, it will affect the final compliance determination. a By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including M/W/DBE(s) arrangements submitted -with the bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The bidder agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers/contractors participating on the contract that will substantiate the actual work performed by the 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. D-4sr, cU a..' �/� <5WNd Signature Printed Signature �, /�''✓� SERiL't' CeC�i0E1Z.5o1J t.bT11�A-'�'�� i Two Contact NameTtle(H different) f STABILE c4- �►.tn� 1.�1.�. 8th- Ili-A- z0SA, 814- 1&4a-ZO9& Company Name ~ Telephone and/or Fax pod. lox --N-01bsC) Jemhf,I,enolers'on E conn Address E-mail Adress clwstmmp Date ��u ATTACHMENT iC Page 1 of 3 FORTWORTH City of Fort Worth Good Faith Effort Form PRIME COMPANY NAME: Check applicable block to describe STt-�Pa�L1L dr-V11 n n `t4 C, rime PROJECT NAME: Qpvlt�tgwtT ��tPio.I�r+cri�S AT VAQtou.S j.oeAn�w1J• M/W/DBE NON-M/W/DBE t4pA IT IA - PL%v F_"10Vt 00-164L BID DATE Min 1 7Citys M/WBE Project Goal: PROJECT NUMBER C\t5-oZ� ►t3 cz3 2HLJ ZO % 6115- v? 115 Z If you have failed to secure M/WBE participation and you have subcontracting and/or supplier opportunities or if your DBE participation is less than the City's project goal,you must complete this form. If the bidder's method of compliance with the M/WBE goal is based upon demonstration of a "good faith effort", the bidder will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 6 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation the facts or intentional discrimination by the bidder. Failure to complete this form, in its entirety with supporting 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. w 1.) Please list each and every subcontracting and/or supplier opportunity2 for the completion of this project, regardless of whether it is to be provided by a M/WBE or non-M/WBE. (DO NOT LIST NAMES OF FIRM RMS1 On Combined Projects, list each subcontracting and or supplier opportunity through the 2" tier. (Use additional sheets, if necessary) List of Subcontracting Opportunities List of Supplier Opportunities � f��1J O� L l0 CO 2 p ('�► P-5 VHZ40-4 t, S N 10� ply Cp-a I`s S ?av T - P+l fFL t ATTACHMENT 1 C Page 3 of 3 ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain MfWBE participation on this project. I The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work for a period of time not less than one (1) year. The undersigned certifies that the information provided and the Mf BE(s) listed was/were contacted in good faith. It is understood that any M/WBE(s) listed in Attachment 1C will be contacted and the reasons for not using them will be verified by th ity's M/WBE Office. e., �. v 49C1r uthorized Signature Printed Signature �it✓. ,7EQ.PHfQ S�i����T1IATOQ Title `` '' 11 L-- Contact Name and Title(if different) E 'd-Winnsmg%%1_ -Wlnn _ k r, s�1�-84�-Zolibb lgl -B -zA�6 Company Name Phone Number Fax Number 10. 00 0 AASGO %4Z&b tc n Address Email dress Gf:V(M1M4WF 46 1 7.00" City/State2ip Date I _ 1 ,a ATTACHMENT IC Page 3 of 3 ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain MIWBE participation on this project. The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and creates a material breach of contract may result in a determination of an irresponsible offeror and barred from ' participating in City work for a period of time not less than one (1) year. The undersigned certifies that the information provided and the M/WBE(s) listed was/were contacted in good faith. It is understood that any MMBE(s) listed in Attachment 1C will be contacted and the reasons for not using them will be verified by the ity's MfWBE Office. j C—lAuthorized Signature Printed Signature ��✓.� �-EO.d"1 1�„�I'�Z.Lof.1+ E�TRI�TO� Title Contact Name and Title(if different) S--rA%%L-E '4AJ 1 n r% ro Lke, at:*-844-7-061- lot -13417-ZO I Company Name Phone Number Fax Number P 0. gore AASGO .3er•r .hendemen e srk"'6110-wilon, Address Email dress City/State/Zip Date i x . �- .�.�c.t�+a....i.P,. �:.d_"�-- �r t a•.4}._s:. .wzeJ,..,.�'A+� CITY OF FORT WORTH,TEXAS DEPARTMENT OF ENGINEERING SPECIAL PROVISIONS FOR: PAVEMENT I.MPROVEMENTS AT VARIOUS LOCATIONS UNIT IA: RIVERSIDE DRIVE FROM I-30 TO US 287—DOE#3234 Project No.: C115-020 115 023 244 UNIT IB:ANGLE AVENUE FROM 35`h ST.TO OLD DECATUR RD.—DOE#2218 Project No.: C115-020 115 023 242 1. SCOPE OF WORK: The work covered by these plans and specifications consist of the replacement of existing asphalt and concrete pavement with 7"reinforced concrete and H.M.A.C.pavement and the replacement of failed joint material with silicone sealants,construction of curb/curb&gutter as needed. 2. AWARD OF CONTRACT:Contract may not necessarily be awarded to the lowest bidder. The City Engineer shall evaluate and recommend to the City Council the best bid which is considered to be in the best interest of the City. Contract will be awarded to the lowest responsive bidder. 3. WORKING DAYS: The Contractor agrees to complete the Contract within the allotted number of working 4 days. 4. RIGHT TO ABANDON:The City reserves the right to abandon,without obligation to the Contractor,any �., part of the project or the entire project at any time before the Contractor begins any construction work authorized by the City. 5. CONSTRUCTION SPECIFICATIONS:This contract and project are governed by the two following published specifications,except as modified by these Special Provisions: STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION �. CITY OF FORT WORTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NORTH CENTRAL TEXAS A copy of either of these specifications may be purchased at the Office of the Department of Engineering, 1000 Throckmorton Street, god Floor,Municipal Building,Fort Worth,Texas 76102. The specifications w applicable to each pay item are indicated in the call-out for the pay item by the Engineer. If not shown,then applicable published specifications in either of these documents may be followed at the discretion of the Contractor. General Provisions shall be those of the Fort Worth document rather than Division 1 of the North Central Texas document. 6. CONTRACT DOCUMENTS: Bidders shall not separate,detach or remove any portion, or.seq ,,= , from the contract documents at any time. Failure to bid or fully execute contract withou rets to fcf, documents intact may be grounds for designating bids as"nonresponsive"and rejecting bids or v;oi contract as appropriate and as determined by the Director of the Department of Engineering. �" `' 7. MAINTENANCE STATEMENT:The Contractor shall be responsible for defects in this project due to faulty materials and workmanship,or both,for a period of two years from date of final acceptance of this project and will be required to replace at its expense any part or all of the project which becomes defective due to these causes. 8. CONSTRUCTION STAKING: Construction stakes for line and grade will be provided by the City as outlined on page 17,Standard Specifications for Construction,City of Fort Worth. 9. TRAFFIC CONTROL: The contractor shall be responsible for providing,following,and maintaining a traffic control plan during the construction of this project consistent with the provisions set forth in the "1980 Texas!Manual on Uniform Traffic Control Devices for Streets and Highways"issued under the authority of the"State of Texas Uniform Act Regulating Traffic on Highways,"codified as Article 6701d Vernon's Civil Statues,pertinent sections being Section Nos.27,29,30 and 31. This traffic control plan shall be submitted for review and approval to Mr Charles R. Burkett, City Traffic Engineer @817-871-8774 at least 10 working days prior to the pre-construction conference. Although work will not begin until the traffic control plan has been reviewed and approved, the Contractor's time will begin in accordance with the time frame established in the:Notice to Contractor. The Contractor will not remove any regulatory sign, instructional sign,street name sign or other sign which has been erected by the City. The Contractor shall not install any sign on a city post,pole,or structure without first obtaining written permission from the Engineer. If it is determined that a sign must be removed to permit required construction,the Contractor shall contact the Transportation and Public Works Department. Signs and Markings Division (phone number 871-8107),to remove the sign. In the case of regulatory signs,the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above referenced manual and such temporary sign must be installed prior to the removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet the required specifications,the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent sign can be reinstalled the Contractor shall again contact the Signs and Markings Division to reinstall the permanent sign and shall leave his temporary sign in place until such reinstallation is completed. 10. DELAYS: The Contractor shall receive no compensation for delays or hindrances to the work,except when .., direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material,if any,which is to be furnished by the City. When such extra compensation is claimed a written statement thereof shall be presented by the Contractor to the Engineer and if by him found correct shall be approved and referred by him to the Council for final approval or disapproval;and the action thereon by the Council shall be final and binding. If delay is caused by specific orders given by the Engineers to stop work or by the performance of extra work or by the failure of the City to provide material or necessary instructions for carrying on the work,then such delay will entitle the Contractor to an equivalent extension of time,his application for which shall,however,be subject to the approval of the City Council;and no such extension of time shall release the Contractor or the surety on his performance bond form all his obligations hereunder which shall remain in full force until the discharge of the contract. 11. DETOURS AND BARRICADES: The Contractor shall prosecute his work in such a manner as to create a minimum of interruption to traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project area. Contractor shall protect construction as required by Engineer by providing �. barricades. Barricades,warning and detour signs shall conform to the Standard Specifications`Barriers and Warning and/or Detour Signs,"Item 524 and/or as shown on the plans. Construction signing and barricades shall conform with"1980 Texas Manual on Uniform Traffic Control Devices,Vol.No. 1." .� i 12. DISPOSAL OF SPOIL/FILL MATERIAL: Prior to the disposing of any spoil/fill material,the contractor shall advise the Director of the Department of Engineering acting as the City of Fort Worth's Flood Plain ., Administrator("Administrator"),of the location of all sites where the contractor intends to dispose of such material. Contractor shall not dispose of such material until the proposed sites have been determined by the Administrator to meet the requirements of the Flood Plain Ordinance of the City of Fort Worth(Ordinance +� No. 10056). All disposal sites must be approved by the Administrator to ensure the filling is not occurring within a flood plain without a permit. A flood plain permit can be issued upon approval of necessary engineering studies. No fill permit is required if disposal sites are not in a flood plain. Approval of the contractors disposal sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain fill Permit authorizing fill within the flood plain. Any expenses associated with obtaining the fill permit,including any necessary engineering studies, shall be at the contractors expense. In the event that the contractor disposes of spoil/fill materials at a site without a fill permit or a letter from the administrator approving the disposal site,upon notification by the Director of Engineering,contractor shall remove the spoil/fill material at its expense and dispose of such materials in accordance with the Ordinance of the City and this section. 13. ZONING REQUIREMENTS: During the construction of this project,the Contractor shall comply with present zoning requirements of the City of Fort Worth in the use of vacant property for storage purposes. 14. QUALITY CONTROL TESTING: (a) The contractor shall furnish,at its own expense,certifications by a private laboratory for all materials ,w proposed to be used on the project,including a mix design for any asphaltic and/or Portland cement concrete to be used and gradation analysis for sand and crushed stone to be used along with the name of the pit from which the material was taken. The contractor shall provide manufacturer's certifications for all manufactured items to be used in the project and will bear any expense related thereto. (b) Tests of the design concrete mix shall be made by the contractor's laboratory at least nine days prior to the placing of concrete using the same aggregate,cement and mortar which are to be used later in the concrete. The contractor shall provide a certified copy of the test results to the City. (c) Quality control testing of in situ material on this project will be performed by the City at its own expense. Any retesting required as a result of failure of the material to meet project specifications will be at the expense of the contractor and will be billed at commercial rates as determined by the City.The failure of the City to make any tests of materials shall in no way relieve the contractor of its responsibility to furnish materials and equipment conforming to the requirements of the contract. (d) Not less than 24 hours notice shall be provided to the City by the contractor for operations requiring testing. The contractor shall provide access and trench safety system(if required)for the site to be tested and any work effort involved is deemed to be included in the unit price for the item being tested. (e) The contractor shall provide a copy of the trip ricket for each load of fill material delivered to the job site. The ricket shall specify the name of the pit supplying the fill material. 15. PROPERTY ACCESS: Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer. 16. SAFETY RESTRICTIONS-WORK NEAR HIGH VOLTAGE LINES: The following procedures will be followed regarding the subject item on this contract: (a) A warning sign not less than five inches by seven inches,painted yellow with black letters that are legible at twelve feet shall be placed inside and outside vehicles such as cranes,derricks,power shovels, a• drilling rigs,pile drivers,hoisting equipment or similar apparatus. The warning sign shall read as follows: "WARNINI G—UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES." (b) Equipment that may be operated within ten feet of high voltage lines shall have an insulating cage-type of guard about the boom or arm,except back hoes or dippers and insulator links on the lift hood connections. +� (c) When necessary to work within six feet of high voltage electric lines,notification shall be given the power company(TU Electric Service Company)which will erect temporary mechanical barriers,de- energize the line or raise or lower the line. The work done by the power company shall not be at the expense of the City of Fort Worth. The notifying department shall maintain an accurate log of all such calls to TU Electric Service Company and shall record action taken in each case. (d) The contractor is required to make arrangements with the TU Electric Service Company for the temporary relocation or raising of high voltage lines at the contractor's sole cost and expense. (e) No person shall work within six feet of a high voltage line without protection having been taken as outlined in Paragraph(c). 17. RIGHT TO AUDIT: (a) Contractor agrees that the City shall,until the expiration of three(3)years after final payment under this contract have access to and the right to examine and photocopy any directly pertinent books,documents, papers and records of the contractor involving transactions relating to this contract. Contractor agrees that the City shall have access during normal working hours to all necessary contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this section. The City shall give contractor reasonable advance notice of intended audits. (b) Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall,under the expiratibn of three(3)years after final payment under the subcontract,have access to and the right to examine and photocopy any directly pertinent books, documents,papers and records of such subcontractor involving transactions to the subcontract and further, that City shall have access during normal working hours to all subcontractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this article together with subsection(c) hereof. City shall give subcontractor reasonable advance notice of intended audits. (c) Contractor and subcontractor agree to photo copy such documents as may be requested by the City. The City agrees to reimburse contractor for the cost of copies as follows: 1. 50 copies and under $0.10 per page. 2. More than 50 copies $0.85 for first page plus$0.15 for each page thereafter. (d) "Contractor agrees that the City shall,until the expiration of three(3)years after final payment under this contract have access to and the right to examine any directly pertinent books,documents,papers and records of such subcontractor,involving transactions to the subcontract and further,that City shall have access during normal working hours to all appropriate work space,in order to conduct audits in compliance with the provisions of this article. City shall give subcontractor reasonable advance notice of intended audits." 18. CONSTRUCTION STAKES: The City,through its Surveyor or agent,will provide to the Contractor construction stakes or other customary methods of markings as may be found consistent with professional practice to establish line and grade for roadway and utility construction and centerlines and benchmarks for bridgework.These stakes shall be set sufficiently in advance to avoid delay whenever practical. One set of stakes shall be set for all utility construction(water,sanitary sewer,drainage,etc.),one set of excavation/or stabilization stakes,and one set of stakes for curb and gutter and/or paving. It shall be the sole responsibility of the Contractor to preserve,maintain,transfer,etc.,all stakes furnished until completion of the construction phase of the project for which they were furnished. If, in the opinion of the Engineer,a sufficient number of stakes or markings provided by the City have been lost,destroyed,or disturbed,that the proper prosecution and control of the work contracted for in the Contract Documents cannot take place,then the Contractor shall replace such stakes or markings as required. An individual registered by the Texas Board of Professional Land Surveying as a Registered Professional Land Surveyor shall replace these stakes,at the Contactor's expense.No claims for delay due to a lack of replacement of construction stakes will be accepted,and time will continue to be charged in accordance with the Contract Documents. CONSTRUCTION NON-PAY ITEM No. 1 -SPRINKLING FOR DUST CONTROL: All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall apply. However,no direct payment will be made for this item and it shall be considered incidental to this contract. NON-PAY ITEM No. 2-PROTECTION OF TREES,PLANTS AND SOIL: All property along and adjacent to the Contractor's operations including lawns,yards, shrubs,trees,etc.shall be preserved or restored after completion of the work to a condition equal or better than existed prior to start of ^� work. By ordinance,the contractor must obtain a permit from the City Forester before any work(trimming,removal or root pruning)can be done on trees or shrubs growing on public property including street rights-of-way and designated alleys. This permit can be obtained by calling the Forestry Office at 871-5738. All tree work shall be in compliance with pruning standards for Class II Pruning as described by the National Arborist Association. A copy of these standards can be provided by calling the above number. Any damage to public trees due to negligence by the Contractor shall be assessed using the current formula for Shade Tree Evaluation as defined by the International Society of Arboriculture. Payment for negligent damage to public trees shall be made to the City of Fort Worth and may be withheld from funds due to the Contractor by the City. To prevent the spread of the Oak Wilt fungus,all wounds on Live Oak and Red Oak trees shall be immediately sealed using a commercial pruning paint. This is the only instance when pruning paint is recommended. NOIR'-PAY ITEM No. 3—PROJECT CLEAN-UP: The Contractor shall be aware that keeping the project site in a neat and orderly condition is considered an integral part of the contracted work and as such shall be considered subsidiary to the appropriate bid items. Clean up work shall be done as directed by the Engineer as the work progresses or as needed. If,in the opinion of the Engineer it is necessary,clean-up shall be done on a daily basis. Clean up work shall include,but not be limited to: • Sweeping the street clean of dirt or debris • Storing excess material in appropriate and organized manner • Keeping trash of any kind off of residents'property -- If the Engineer does not feel that the jobsite has been kept in an orderly condition,on the next estimate payment (and all subsequent payments until completed)of the appropriate bid item(s)will be reduced by 25%. Final cleanup work shall be done for this project as soon as the paving and curb and gutter has been constructed. No more than seven days shall elapse after completion of construction before the roadway and right-of-way is cleaned up to the satisfaction of the Engineer. NON-PAY ITEM No.4—PROJECT SCHEDULE: Contractor shall be responsible for producing a project schedule at the pre-construction conference. This schedule shall detail all phases of construction,including project clean up,and allow the contractor to complete the work in the allotted time. Contractor will not move on to the jobsite nor will work begin until said schedule has been received and approval secured from the Construction Engineer. However,contract time will start even if the project schedule has not been turned in. Project schedule will be updated and resubmitted at the end of every estimating period. All costs involved with producing and maintaining the project schedule shall be considered subsidiary to this contract. NON-PAY ITEM No.5-REMOVAL OF TRAFFIC BUTTONS AND TEMPORARY LANE TAPE: All traffic buttons shall be removed from the existing pavement before improvements begins.The contractor shall be responsible for the removal of all buttons. A% The contractor shall also be responsible for all materials,equipment and labor to place temporary adhesive lane marking tape,at locations as directed by the Construction Engineer,to direct traffic flow until permanent markers are installed. All costs to the contractor shall be figured as subsidiary to this contract. NON-PAY ITEM No.6-LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES: The contractor shall be responsible for locating and marking all previously exposed manholes and water valves in each street of this contract before the pavement improvements commence for a particular street. The contractor shall attempt to include the Construction Engineer(if he is available)in the observation and marking activity.In any event a street shall be completely marked a minimum of two(2)working days before the pavement improvements begins on any street.Marking the curbs with paint is a recommended procedure. It shall be the contractors responsibility to notify the utility companies that he has commenced work on the project. As the pavement improvements are completed(within same day)the contractor shall locate the covered manholes Me and valves and expose them for later adjustment.Upon completion of a street the contractor shall notify the utilities of this completion and indicate the start of the next one in order for the utilities to adjust facilities accordingly.The following are utility contact persons: CoMPM Telephone Number Contact Person Southwestern Bell Telephone 817-338-6202 Mr.Gary Tillory Oncor Electric-Downtown 817-215-6424 Mr. Scott King -other than Downtown 817-215-6688 Mr.Robert Martinez Oncor Gas—N.of Trinity River 817-624-6066 Mr.Danny Cleveland -S.of Trinity River 817-215-4306 Mr.Tony Marlow CFW Street Light and Signal 871-8100 Mr.Edward Whitley �, Of course,under the terms of this contract,the contractor shall complete adjustment of the storm drain and Water Department facilities,one traffic lane at a time within five(5)working days after completing the pavement improvements adjacent to said facilities. Any deviation from the above procedure and allotted working days may result in the shut down of the operation by the Construction Engineer. The contractor shall be responsible for all materials,equipment and labor to perform a most accurate job and all costs to the contractor shall be figured subsidiary to this contract. NON-PAY ITEM No. 7-PROTECTION OF EXISTING DROP INLETS: The contractor shall protect existing square drop inlets located immediately behind the back of curb. The contractor shall be responsible for any and all damage to the drop inlets during construction. dw PAY ITEM UNIT IA&UNIT IB No. 1 —UTILITY ADJUSTMENT: This item is included for the basic purpose of establishing a contract price which will be comparable to the final cost of making necessary adjustments required due to street improvements to water,sanitary sewer and natural gas service lines and appurtenances where such service lines and appurtenances are the property owner's responsibility to maintain. An arbitrary figure has been placed in the Proposal;however,this does not guarantee any payment for utility adjustments,neither does it confine utility adjustments to the amount shown in the Proposal. It shall be the"Contractor" responsibility to provide the services of a licensed plumber to make the utility adjustments determined necessary by the Engineer. No payment will be made for utility adjustments except those adjustments determined necessary by the Engineer. Should the contractor damage service lines due to his negligence,where such lines would not have required adjustment or repair otherwise,the lines shall be repaired and adjusted by the contractor at the contractor's expense. The payment to the contractor for utility adjustments shall be the actual cost of the adjustments plus ten percent(10%)to cover the cost of bond and overhead incurred by the contractor in handling the utility adjustments. PAY ITEM UNIT IA&UNIT IB No.2 -PROJECT DESIGNATION SIGN: .. The contractor shall construct and install Project Designation Signs and it will be the responsibility of the contractor to maintain the signs in a presentable condition at all times on each project under construction. Maintenance will include painting and repairs as directed by the Engineer. It will be the responsibility of the Contractor to have the individual project signs lettered and painted in accordance with the enclosed detail. The quality of the paint,painting and lettering on the signs shall be approved by the Engineer. The height and arrangement of the lettering shall be in accordance with the enclosed detail. The sign shall be constructed of V fir plywood,grade A-C(exterior)or better. These signs shall be installed on barricades or as directed by the Engineer and in place at the project site upon commencement of construction. tw The work,which includes theaintin p g of the signs,installing and removing the signs,furnishing the materials, supports and connections to the support and maintenance shall be to the satisfaction of the Engineer. The unit price bid per each will be full payment for materials including all labor,equipment,tools and incidentals necessary to complete the work. PAY ITEM UNIT IA No.3.-2"H.M.A.C.SURFACE COURSE(TYPE"D"MIXT: All applicable provisions of Standard Specifications,Item Nos.312"Hot-Mix Asphaltic Concrete",300"Asphalts, Oils and Emulsions",304"Prime Coat",and 313"Central Plant Recycling-Asphalt Concrete"shall apply to the �, construction methods for this portion of the project. Standard Specification 312.5(1)shall be revised as follows:The prime coat,tack coat,or the asphaltic mixture shall not be placed unless the air temperature is fifty(50)degrees Fahrenheit and rising,the temperature being taken in the shade and away from artificial heat.Asphaltic material shall also not be placed when the wind conditions are unsuitable in the opinion of the Engineer. The contractor shall famish batch design of the proposed hot mix asphaltic concrete for City approval 48 hours prior to placing the H.M.A.C.overlay.The City will provide laboratory control as necessary. The unit price bid per square yard of H.M.A.C.complete and in place,shall be full compensation for all labor, materials,equipment,tools,and incidentals necessary to complete the work. PAY ITEM UNIT IA No.4-REMOVAL&REPLACEMENT OF H.M.A.C.PAVEMENT AND BASE: The contractor shall remove all existing deformed H.M.A.C.pavement and/or bad base material that shows surface deterioration and/or complete failure.The Engineer will identify these areas upon which time the contractor will begin work.The failed area shall be saw cut,or other similar means,out of the existing pavement in square or rectangular fashion.The side faces shall be cut vertically and all failed and loose material excavated.As a part of the excavation process,all unsatisfactory base material shall be removed,if required,to a depth sufficient to obtain stable sub-base.The total depth of excavation could range from a couple of inches to include the surface-base-some sub-base removal for which the Engineer will select the necessary depth.The remaining good material shall be leveled and uniformly made ready to accept the fill material.All excavated material shall be hauled off site,the same day as excavated,to a suitable dump site. After satisfactory completion of removal as outlined above,the contractor shall place the permanent pavement patch, with Type"D"surface mix.This item will always be used even if no base improvements are required.The proposed H.M.A.C.repair shall match the existing pavement section or the depth of the failed material,whichever is greater. However,the patch thickness shall be a minimum of 2 inches.Generally the existing H.M.A.C.pavement thickness will not exceed 6".Before the patch layers are applied,any loose material,mud and/or water shall be removed.A liquid asphalt tack coat shall be applied to all exposed surfaces.Placement of the surface mix lifts shall not exceed 3 inches with vibrator compactions to follow each lift.Compactions of the mix shall be to standard densities of the City of Fort Worth,made in preparation to accept the recycling process. All applicable provisions of Standard Specification Item No's.300"Asphalts,Oils,and Emulsions",304"Prune Coat",and 312"Hot-Mix Asphaltic Concrete"shall govern work. The unit price bid per cubic yard shall be full compensation for all materials,labor,equipment and incidentals necessary to complete the work. PAY ITEM UNIT IA No. 5—REMOVE AND REPLACE CONCRETE CURB&GUTTER: Standard Specification Item 104 and 502 shall apply except as follows: The unit price bid per linear foot for"Remove and Replace Concrete Curb&Gutter"shall be full compensation for all materials,labor,placing,equipment,cleaning,backfilling behind the curb,grading and turf re-establishment, watering of sod and incidentals necessary to complete the work. PAY ITEM UNIT IA No.6—GRADED CRUSHED STONES: 1 ME This item shall be used to repair the failed base material in areas exceed 8"deep as directed by the Engineer. The material shall be graded crushed stones. For specifications governing this item see Standard Specification Item No.208"Flexible Base". The unit price bid per cubic yard shall be full compensation for all materials,labor,equipment and incidentals necessary to complete the work. PAY ITEM UNIT IA No.7-WEDGE MILLING 2"TO 0"DEPTH 5.0'WIDE: Description: This item shall consist of milling the existing pavement from the lip of gutter at a depth of 2"and transitioning to match the existing pavement(0"cut)at a minimum width of 5'.The existing pavement to be milled will either be asphalt,concrete,or brick pavement.The removal and disposal of the milled materials shall be as directed by the Engineer.The milled surface shall provide a smooth surface free from gouges,ridges,oil film,and other imperfections of workmanship and shall have a uniform textured appearance.In all situations where the existing H.M.A.C.surface contacts the curb face the wedge milling shall include the removal of the existing asphalt covering the gutter up to and along the face of curb. The wedge milling operations for this project will be performed in a continuous manner along both sides of the street.Contractor is required to begin the overlay,within five(5)calendar days from the date of the wedge milling completion of any one street.Should the contractor fail to meet this condition,the wedge milling will be shut down, and liquidated damage of$500.00 per day per street will be assessed until all wedge milled streets are overlayed. The overlay,once begun on a street shall continue uninterrupted until complete. The Contractor shall haul-off the removed material to a suitable dump site. Equipment: The equipment for removing the pavement surface shall be a power operated milling machine or other equal or better mechanical means capable of removing,in either one pass or two passes,the necessary pavement thickness in �* a five-foot minimum width.The equipment shall be self-propelled with sufficient power,traction and stability to maintain accurate depth of cut and slope. The machine shall be equipped with an integral loading and reclaiming means to immediately remove material being cut from the surface of the roadway and discharge the cuttings into a truck,all in one operation.Adequate back-up equipment(mechanical street sweepers,loaders,water truck,etc.)and personnel will also be provided to keep flying r dust to a minimum and to insure that all cuttings are removed from street surface daily.Stockpiling of planed material will not be permitted on the project site unless designated by the Engineer.The machine shall be equipped with means to control dust created by the cutting action and shall have a manual system providing for uniformly varying the depth of cut while the machine is in motion thereby making it possible to cut flush to all inlets,manholes, or other obstructions within the paved area. The speed of the machine shall be variable in order to leave the desired grid pattern specified under Surface Texture. The unit price bid per linear feet shall be full compensation for all labor,material,equipment,tools,and incidentals necessary to complete the work. r PAY ITEM UNIT IA No.8-2"SURFACE MILLING: This item shall consist of milling the existing pavement at a depth of 2". All applicable provisions of PAY ITEM UNIT IA No.7 WEDGE MILLING shall apply.The unit price bid per square yard shall be full compensation for all materials,labor,equipment and incidentals necessary to complete the work. PAY ITEM UNIT IA No.9-BUTT JOINTS—MILLED: Description: This item requires the contractor to mill"butt joints"into the existing surface,in association with the wedge milling operation(PAY ITEM UNIT IA No.7 WEDGE MILLING)to the depth and at locations as described below. The butt joint will provide a full width transition section,whereby the new overlay shall maintain constant depth at the point the new overlay is terminated and the new surface elevation matches the existing pavement. The construction activities,performance standards and equipment needed for the butt joints milling operations shall be governed by the special provisions of PAY ITEM UNIT IA No.7 WEDGE MILLING. The configuration of the butt joints is described in more detail below. General details of buttjoint locations-along with wedge milling in general-are shown in plan form at the back of this document. Construction Details: Prior to the milling of the butt joints,the contractor shall consult with the construction Engineer for proper location of these joints and verify that the selected limits of the projects street are correct. dft The general locations for butt joints are at all beginning and ending points of streets listed in the project. The joints are also required on both sides of all railroad tracks and concrete valley gutters,bridge decks and culverts and all other items which transverse the street and end the continuity of the asphalt surface. Each butt joint shall be 20 feet rt long and milled out across the full width of the street section to a tapered depth of 2". This milled area shall be tapered within the 20 feet to a depth from 0"to 2"at a line adjacent to the beginning and ending points or intermediate transverse items. This butt joint-when overlayed-will consist of an asphalt section that will transition the new overlay to match the existing pavement elevation. The contractor shall provide a temporary wedge of asphalt at all butt joints to provide a smooth ride over the bump. Measurement and Payment: Butt joints as prescribed above,will be measured by the unit of each butt joint milled. The disposal of excess material involved will not be measured for payment. Each butt joint-milled,measured as above,complete-in place-in accordance with these specifications,will be paid for at the unit price shown in the proposal for"Butt Joints".The unit price bid per each shall be full compensation for all milling,including material haul-off,tools,labor,equipment and incidentals necessary to complete the required .� work. PAY ITEM UNIT IA No. 10-H.M.A.C.LEVEL UP: This item shall be used to fill ruts, depression with "Type D" surface mix prior to overlaying the existing asphalt pavement where needed as directed by the Engineer in the field. All applicable provisions of Standard Specification Item Nos.300"Asphalts,Oils,and Emulsions",304"Prime ., Coat",and 312"Hot-Mix Asphaltic Concrete"shall govern work. The unit price bid per ton shall be full compensation for all materials,labor,placing,equipment,cleaning and incidentals necessary to complete the work. PAY ITEM UNIT IA No. 12&UNIT IB No.26-MANHOLE ADJUSTMENT: This item shall include adjusting the tops of existing manhole to match proposed grade as shown on the plans,in the detail at the back of this document or as directed by the Engineer. Standard Specification Item Nos.450"Adjusting Manholes and Inlets"and 406"Concrete for Structures"shall apply except as herein modified. The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per square inch.Work shall be completed and street open to traffic within seven(7)calendar days. If the contractor fails to complete the work within seven(7)calendar days,a$100 dollars liquidated damage will be assessed per each manhole per day. Prior to beginning of work,the Contractor shall make an inventory of the condition of existing manholes.The Engineer will field verify this inventory and provide the Contractor replacements for broken manhole covers.The contractor shall replace the manhole covers which are damaged during construction at no cost to the City. Included as part of this pay item shall be the application of a cold-applied preformed flexible butyl rubber or plastic sealing compound for sealing interior and/or exterior joints on concrete manhole sections,as per current City Water Department Special Conditions. The unit price pre bid per each will be full compensation for all labor,materials,equipment,tools,and incidentals necessary to complete the work. �* PAY ITEM UNIT IA No. 13&UNIT IB No.27-WATER VALVE BOXES ADJUSTMENT: Contractor will be responsible for adjusting water valve boxes to match new pavement grade.The water valves themselves will be adjusted by City of Fort Worth Water Department forces. Prior to beginning of work,the Contractor shall make an inventory of the condition of existing water valve boxes. The Engineer will field verify this inventory and provide the Contractor replacements for broken valve boxes.The contractor shall replace the valve boxes which are damaged during construction at no cost to the City. The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per square inch.Work shall be completed and street open to traffic within seven(7)calendar days. If the contractor fails to complete the work within seven(7)calendar days,a$100 dollar liquidated damage will be assessed per each water valve box per day. The unit price pre bid per each will be full compensation for all labor,materials,equipment,tools,and incidentals necessary to complete the work. PAY ITEM UNIT 113 No. 17—RERNFORCED CONCRETE PAVEMENT: y This item shall include the removal of existing concrete/asphalt pavement,curb and gutters,dowels,and placement of a minimum 7"reinforced concrete pavement at locations as designated by the Engineer. Existing concrete pavement shall be sawed full depth,tie bars(4 @ 18")shall be placed as shown on the enclosed detail. Silicone joint sealant per the attached specification shall be provided and installed. In situations where extensive slab replacement next to the existing curb in fair shape is undertaken,contractor would replace both slab and curb monolithically. Payment for curb replacement would be addressed under PAY ITEM UNIT IB No.22 T' CONCRETE CURB REPAIR. Contractor would avoid disturbing subgrade and the removal of subgrade in process of removing designated failed pavement. If replaced depth exceeds 7"and subgrade meets compaction requirements. Contractor would pour a uniform pavement section exceeding 7"in depth,PAY ITEM UNIT IB No.25 CONCRETE would cover the cost of additional concrete and would be full compensation for labor,material and equipment use. If in the process of removing failed concrete pavement,it is revealed that subgrade even after attempts to ' compact and re-shape is not meeting requirements of Standard SpecifiCation Item No.204 and is exhibiting severe ruts,poor material composition that can not be manipulated and compacted. Contractor would remove 6" of top subgrade and replace with Flexible Base(PAY ITEM UNIT IB No.23 FLEXIBLE BASE). Selection application is per Standard Specification Item No.208. For specifications governing this item see Standard Specification Item No. 104"Removing Old Concrete"and No.314"Concrete Pavement". The concrete shall be designed to include a minimum of 6 sacks of Type I or Type III cement. The maximum i water cement ratio shall no exceed 5.5 gallons per sack. A Type A water-reducing admixture and a Type C non- chloride set-accelerating admixture may be used with minimum 5.5 sacks of Type I or Type III cement to achieve the earliest possible concrete-setting times. The use of a set-retarding admixture will not be permitted. The concrete will be designed to achieve a minimum compressive strength of 3000 pounds per square inch in 72 hours. Slump shall not exceed 3 inches. An entrained air content of three(3)to six(6)percent,as directed by the Engineer,shall be provided. The fine aggregate shall have fineness modules of 2.60 to 2.80. All admixtures used shall conform to the requirements of Standard Specification Item No.314,except that the Type C set-accelerating admixture may require addition at the job site when the temperature of the concrete is above 55N F. Either transit-mix or central-mix concrete will be permitted. If the concrete fails to reach the required 48-hour strength,the Engineer may direct that the concrete be redesigned as necessary to meet these requirements. Concrete pavement may be opened to traffic as long as the minimum compressive strength requirement of 3000 pounds per square inch has been met. Contractor would remove existing failed pavement in a manner that sub-grade is not disturbed. Contractor would �. re-compact sub-grade. Areas compacted shall have a uniform density not less than 95%of maximum density (ASTM A-698). In place density test per each repaired surface area would be undertaken. The guidelines for compacting(Standard Specification Item No.202)would be waived due to physical construction restrictions,in lieu of other methods accepted by Engineer. Payment for compacting implementation including labor and material would be incidental to other pay items. All concrete pavement not placed by hand shall be placed using a fully automated paving machine as approved by the Constructing Engineer. Screeds will not be allowed except if approved by the Construction Engineer. The unit price pre bid per each will be full compensation for all labor,materials,equipment,tools,and incidentals necessary to complete the work PAY ITEM UNIT rB No.20&No.21 -SILICONE JOINT SEALANT: a CITY OF FORT WORTH,TEXAS TRANSPORTATION AND PUBLIC WORKS DEPARTMENT SPECIFICATION for SILICONE JOINT SEALING +} (Revision 1,October 18, 1989) (Revision 2,May 12, 1994) .M 1. SCOPE This specification for silicone joint sealing Portland Cement Concrete pavement and curbs shall supersede Item 314.2.(11)"Joint Sealing Materials"of STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION- CITY OF FORT WORTH,and Item 2.210`Joint Sealing"of STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION-NORTH TEXAS COUNCIL OF GOVERNMENTS. 3. MATERIALS 3.1 The silicone joint sealant shall meet Federal Specification TT-S-001 543A for Class A sealant except as modified by the test requirements of this specification. Before the installation of the joint sealant,the Contractor shall furnish the Engineer certification by an independent testing laboratory that the silicone joint sealant meet these requirements. 3.2 The manufacturer of the silicone joint sealant shall have a minimum two-year demonstrated,documented successful field performance with Portland Cement Concrete pavement silicone joint sealant systems. Verifiable documentation shall be submitted to the Engineer. Acetic acid cure sealants shall not be accepted. The silicone sealant shall be cold applied. 3.3 Self-Leveling Silicone Joint Sealant The joint sealant shall be Dow Corning 890-SL self-leveling silicone joint sealant as manufactured by Dow Corning Corporation,Midland,MI 48686-0994,or an approved equal. . Self-Leveling Silicone Joint Sealant Test Method Test Requirement AS SUPPLIED Non Volatile Content, % min. 96 to 99 MIL-S-8802 Extrusion Rate, grams/minute 275 to 550 ASTM D 1475 Specific Gravity 1.206 to 1.340 Skin-Over Time, minutes max. 60 Cure Time, days 14 to 21 Full Adhesion, days 14 to 21 " AS CURED-AFTER ASTM D 412, Die C Mod. Elongation, % min. 1 46G- ASTM D 3583 Modulus @ 150% Elongation, psi max. (Sect. 14 Mod.) ASTM C 719 Movement, 10 cycles @ +100/-50% No Failure ASTM D 3583 Adhesion to Concrete, % Elongation min. 600 (Sect. 14 Mod.) ASTM D 3583 Adhesion to Asphalt, % Elongation min. 600 .- (Sect. 14 Mod.) 3.4 The joint filler sop shall be of a closed cell expanded polyethylene foam backer rod and polyethylene bond breaker tape of sufficient size to provide a right seal. The back rod and breaker tape shall be installed in the saw-cut joint to prevent the joint sealant from flowing to the bottom of the joint. The backer rod and breaker tape shall be compatible with the silicone joint sealant and no bond or reaction shall occur between them Reference is made to the"Construction Detail'sheet for the various joint details with their respective dimensions. 4. TIME OF APPLICATION On newly constructed Portland Cement Concrete pavement,the joints shall be initially saw cut to the required depth with the proper joint spacing as shown on the"Construction Detail'sheet or as directed by the Engineer within 12 hours of the pavement placement. (Note that for the"dummy"joints,'the initial 1/4 inch width"green"saw-cut and the"reservoir"saw cut are identical and should be part of the same saw cutting operation. Immediately after the saw cutting pressure washing shall be applied to flush the concrete slurry from the freshly saw cut joints.) The pavement shall be allowed to cure for a minimum of seven (7)days. Then the saw cuts for the joint sealant reservoir shall be made,the joint cleaned,and the joint sealant installed. During the application of the joint sealant,the weather shall not be inclement and the temperature shall be 40F(4C) and rising. 5. EQUIPMENT 5.1 All necessary equipment shall be furnished by the Contractor. The Contractor shall keep his equipment in a satisfactory working condition and shall be inspected by the Engineer prior to the beginning of the work. The minimum i requirements for construction equipment shall be as follows: 5.2 Concrete Saw:The sawing equipment shall be adequate in size and power to complete the joint sawing to the required dimensions. 5.3 High Pressure Water Pump:The high pressure cold water pumping system shall be capable of delivering a sufficient pressure and volume of water to thoroughly flush the concrete slurry from the saw-cut joint. 5.4 Air Compressors:The delivered compressed air shall have a pressure in excess of 90 psi and 120 cfm. There shall be suitable reaps for the removal of all free water and oil from the compressed air. The blow-tube shall fir into the saw-cut joint. 5.5 Extrusion Pump:The output shall be capable of supplying a sufficient volume of "* sealant to the joint. 5.6 Injection Tool:This mechanical device shall apply the sealant uniformly into the joint. 5.7 Sandblaster:The design shall be for commercial use with air compressors as specified in Paragraph 5.4. 5.8 Backer Rod Roller and Tooling Instrument: These devices shall be clean and free of contamination. They shall be compatible with the join depth and width requirements. 6. CONSTRICTION METHODS 6.1 General:The joint reservoir saw cutting,cleaning,bond breaker installation,and joint sealant placement shall be performed in a continuous sequence of operations 6.2 Sawing Joints:The joints shall be saw-cut to the width and depth as shown on the"Construction Detail'sheet. The faces of the joints shall be uniform in width and depth along the full length of the joint. 6.3 Cleaning Joints:Immediately after sawing,the resulting concrete slurry shall be completely removed from the joint and adjacent area by flushing with high pressure water. The water flushing shall be done in one-direction to prevent joint contamination. When the Contractor elects to saw the joint by the dry method,flushing the joint with high pressure water may be deleted. The dust resulting from the sawing shall be removed from the joint by using compressed air.(Paragraph Rev. 1, October 18, 1989) After complete drying,the joints shall be sandblasted. The nozzle shall be attached to a mechanical aiming device so that the sand blast will be directed at an angle of 45 degrees and at a distance of one to two inches from the face of the joint. Both joint faces shall be sandblasted in separate,one directional passes.Upon the termination of the sandblasting,the joints shall be blown-out using compressed air. The blow tube shall fit into the joints. The blown joint shall be checked for residual dust or other contamination. If any dust or contamination is found,the sandblasting and blowing shall be repeated until the joint is cleaned. Solvents will not be permitted to remove stains and contamination. Immediately upon cleaning,the bond breaker and sealant shall be placed in the joint. Open,cleaned joints shall not be left unsealed overnight. Bond Breaker Rod and Tape:The bond breaker rod and tae shall be installed in the cleaned joint prior to the application of the joint sealant in a manner that will produce the required dimensions. 6.4 Joint Sealant:Upon placement of the bond breaker rod and tape,the joint sealant shall be applied using the mechanical injection tool. The joint sealant application shall not be permitted when the air and pavement temperature is less than 40F(4C). Joints shall not be sealed unless they are clean and dry. Unsatisfactorily sealed joints shall be refilled. Excess sealant left on the pavement surface shall be removed and discarded and shall not be used to seal the joints. ,r The pavement surface shall present a clean final condition. Traffic shall not be allowed on the fresh sealant until it becomes tack-free. Approval of Joints:A representative of the sealant manufacturer shall be present at the job site at the beginning of the final cleaning and sealing of the joints. He shall demonstrate to the Contractor and the Engineer the acceptable method for sealant installation. The manufacturer's representative shall approve the clean, dry joints before the sealing operation commences. 7. WARRANTY The Contractor shall provide the Engineer a manufacturer's written guarantee on all joint sealing materials. The manufacturer shall agree to provide any replacement material free of charge to the City. Also,the Contractor shall provide the Engineer a written warranty on all sealed joints. The Contractor shall agree to replace any failed joints at no cost to the City. Both warranties shall be for one year after final acceptance of the completed work by the Engineer. 8. BASIS OF PAYMENT Payment will be trade at the Contract bid item unit price bid per linear foot(L.F.)as provided in "MEASUREMENT"for"SILICONE JOINT SEALING",which price of shall be full compensation for furnishing all materials and for all preparation,delivery,and application of those sealing materials and for all labor,equipment,tools and incidentals necessary to complete the silicone joint sealing in conformity with the plans and these specifications. PAY ITEM UNIT IB No.22—7"CONCRETE CURB REPAIR: Standard Specification Items 104 and 502 shall apply except as follows: Integral curb shall be constructed along the edge of the pavement as an integral part of the slab and of the same '~ concrete as the slab. In situations where only curb replacement is called for the new curb would be doweled into the existing pavement per detail sheet. The concrete necessary for the curb shall be deposited not more than thirty(30)minutes after the concrete slab. �. The unit price bid per linear foot for" 7"Concrete Curb Repair "shall be full compensation for all materials, labor,riving and disposing existing curb and gutter,placing,equipment,cleaning,backfilling behind the curb, grading and turf re-establishment,watering of sod and incidentals necessary to complete the work. PAY ITEM UNIT IB No.23—FLEXIBLE BASE: Contractor would implement this pay item to address subgrade that has irregularities,weak spots,ruts and not tweeting compaction requirements. Contractor would replace to 6"of subgrade with Flex-Base material. Flex-Base material shall be according to Standard Specification Item No.208. Measurement of pay shall be in square yards (S.Y.). Payment shall include full compensation for transporting Flex-Base,hauling off failed subgrade material, compaction,manipulation,spreading of material and all labor,material,equipment,tools,and incidentals necessary to complete the work. Use of material shall be initiated at the direction of Engineer or his Representative in the field. PAY ITEM UNIT IB No.25—CONCRETE: Item covers the cost of additional concrete used in replaced pavement sections that exceeds 7"in depth. Replaced pavement section to be uniform,concrete to be cast monolithically. Mix requirement,material selection, compressive strength should snatch requirements highlighted in PAY ITEM UNIT IB No. 17 REINFORCED f CONCRETE PAVEMENT. Measurement shall be in cubic yards(C.Y.). Actual measured material in place would be basis for payment. Payment shall include compensation for all labor,material,equipment,tools,and incidentals necessary to complete the work. Use of material shall be initiated at the direction of Engineer or his Representative in the field. PAY ITEM UNIT IA No. 14&UNIT ID No.28—TRAFFIC BUTTONS: The Contractor shall supply and install all materials necessary for the placement of traffic buttons to delineate the traffic lanes in accordance with the attached typical pavement markings. The unit price per each shall be full compensation for the contractor to supply and install Type II-AA4,Type Y4,Type I-C4,Type II-CR4 and Type W4 traffic buttons as well as adequate amounts of Type III Epoxy. CITY OF FORT WORTH HIGHWAY CONSTRUCTION PREVAILING WAGE RATE FOR 2000 CLASSIFICATION HOURLY RATE Asphalt Raker $10.32 Asphalt Shoveler $9.75 Batching Plant Weigher $9.65 Carpenter(Rough) $13.64 Concrete Finisher-Paving $10.16 Concrete Finisher Helper(Paving) $9.70 Concrete Finisher-Structures $13.44 T Flagger $7.00 Form Builder-Structures $13.44 Form Setter-Paving &Curbs $10.25 Form Setter-Structures $9.75 Laborer-Common $7.64 Laborer-Utility $8.64 Mechanic $13.25 Servicer $10.13 Pipe Layer $7.35 Pipe Layer Helper $6.75 Asphalt Distributor Operator $11.45 Asphalt Paving Machine Operator $11.09 Concrete Paving Saw $10.53 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel (< 1 1/2 CY) $10.00 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel (> 1 1/2 CY) $11.52 Front End Loader(2 1/2 CY&less) $9.94 Front End Loader(over 2 1/2 CY) $9.32 Milling Machine Operator $8.00 - Mixer $11.00 Motor Grader Operator(Fine Grade) $12.31 Motor Grader Operator $13.75 Pavement Marking Machine $11.00 Roller, Steel Wheel Plant-Mix Pavements $9.88 Roller, Steel Wheel Other Flatwheel or Tamping $12.12 Roller, Pneumatic, Self-Propelled Scraper $8.02 Traveling Mixer $10.00 Reinforcing Steel Setter(Paving) $9.75 Truck Driver-Single Axle(Light) $8.00 Truck Driver-Tandem Axle Semi-Trailer $10.22 _ Truck Driver-Lowboy/Float $10.54 Truck Driver-Transit Mix $10.63 Truck Driver-Winch $9.80 �. x r e I. • W W La. 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ZZ pLLJ owww r^ LLJ o,a a �woc v1 O a (n v) v) rM U n.m U ~Z O OP M cn x Ow w N 0 Z O> z P=O O �. w N d' W Z �-2f V) Jp O �Z z Z w N m Z LLJ LJ 05 >Z W IZ ww a a'a' a z zQ LJ L� a J~ w J ~ 0 z 0N_a (� W �w OW N a - z 4J Y 3 W N N O Jw OZ O J Q� w0 wOH W in am �-� � 1� O fro � Z OHO Z E4 E-4 O0 0o=wJ O N Fes, F- d= O M � ry^1 ° J w a° Ln q �' �j z a� � Zvi _ "��+ OK 0, z m Q aoz aQo ~ $fOJ Nw 2 LO CL? H o N 3 zo LO Or^ JUw JU a p v1 � w0M wv O�pZ ow Z 0—� mQ� T. �a a 2N U) 3 J N3 3Q QF=- Z Fa- QF- F- m w m0 Zw �m C O p �m V��1 O F_ Z �1 �O ZU m0 ZU [} w c N O N U H F. 0 Z U N N Z N . \ O Q Q J F- w p L7 U 0 � V /\\ W�LLj m ° d H Z m Q CQ ZU N • a Z O N LLJ J Z ° ILO O N Z c CI- 0 wO U • p U w \ t ° Q \ \ W p X v w �/ J 3 ° aZ Z m U Z UC) //\ Q a N C� N ° =W /\ N r�,,I O N N �\ o �a `i 1 z J cj �LU�3 //\ 1�� O 00 0 Z ON 8 � "@ N OQ /\\ W z m �o N v LLJ p® U LO Z \\ N F-cr Z M� N � Q X . N z z m w X w rn r7 ,L L 1 ?c7=Q, 9 �N ©Q am V 3 U� a� M Oij m 3 �U >O OI wo ZU -jLn In cn ao W LLJ J F-� U 3 W v v v oo�U) pe a C14 w Z m W H J U � �0 3 z a zoo 0N � m V)s �-z N, ° aJ O Cl.LJ �o W W J LLJ X W~� N� a O n J Q Q�_W O Z ZLLJ U �' za � C \N aLLJ W w � a W 0 a [, o LLJ ' LL 7 cn V, gg 139 Q o N o !Z- O x z � O � U 1G N M „L PROJECT DESIGNATION SIGN ` :-PMSw288 _T1 4// � 1 41# Fo wo H _ ,I 4a 61# 2 -PMS-167 3„ 3" Project Title 3" 2ND LINE IF NECESSARY 3„ 1 Contractor: 1„ 22EContractor's Names2 II� 7J// 1�#= Scheduled Completion Date 1„ i;" Year 5„ 1" FONTS: FORT WORTH LOGO IN CHELTINGHAM BOLD ALL OTHER LETTERING IN ARIAL BOLD COLORS: FORT WORTH-PMS 288 LONGHORN LOGO-PMS 167 LETTERING-PMS 288 BACKGROUND-WHITE BORDER-BLUE PROJECT DESIGNATION SIGN CITY OF FORT WORTH-CONSTRUCTION STANDARD DRAWING N0. DATE 9-20-02 VENDOR COMPLIANCE TO STATE LAW The 1985 Session of the Texas Legislature passed House Bill 620 relative to the award of contracts to nonresident bidders. This law provides that,in order to be awarded a contract as low bidder,nonresident bidders (out-of-State contractors whose corporate offices or principal place of business are outside of the State of Texas) bid projects for construction,improvements,supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required too underbid a nonresident bidder in order to obtain a comparable contract in the State in which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all out-of-State or nonresident bidders in order for your bid to meet specifications. The failure of out-of-State or nonresident contractors to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident vendors in (give State),our principal place of business,are required to be percent lower than resident bidders by State law. A copy of the Statute is attached. Nonresident vendors in (give State),our principal place of business,are not required to underbid resident bidders. B. Our principal place of business or corporate offices are in the State of Texas. BIDDER: l`rs `tA spr y 3.•c., By: .Awir-v w. -0PGd,.-^4 (Please print) AVA r 79386 Signatur � �4T Title: 44.-M{ City State Zip (Please print) THIS FORM MUST BE RETURN-ED WITH YOUR QUOTATION 5 EXPERIENCE RECORD List of projects your organization has successfully completed: Amount Of Contract Type of Work Date Accepted Name and Address of Owner Award List of projects your organization is now engaged in completing: Amount Of Contract Type of Anticipated Name and Address of Owner Award Work Date of Completion List Surety Bonds in force on above incomplete work: Date of Contract Award Type of Work Amount of Name and Address of Bond Bond Surety EQUIPMENT SCHEDULE List of Equipment owned by Bidder that is in serviceable condition and available for use: a. Portions of work Bidder proposes to sublet in case of Award of rContracts including amount and type: r r r r r w rcy. AW 10 ....... DATE(MMIDDIM ..... .... ..... X.. ........... ... ......... ........ ....... 05/18/04 ... .......... ACQRDI ;��� Ro-T771 7.. .!...... ......... .... ...... ............... XXXXJ:..I :. ..... .......... ..... ........... . ........ . .. .......... ... PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Tucker Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR IP.O. Box 2295 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE Fort Worth, TX 76113 COMPANY ZURICH AMERICAN INSURANCE CO. , (817) 336-8520 A INSURED COMPANY TEXAS MUTUAL INSURANCE COMPANY STABILE AND WINN, INC. B P.O. BOX 7938 1 0 COMPANY INTERSTATE FIRE & CASUALTY CO. SAGINAW, TX 76179-0380 C COMPANY D ................. ............. ........ ............: , ":............... .......... ......... ........ . .. ....... .. . ......... .......... .. .... ..... . ... ........... ..... THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. COTYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS "T"' DATE(MM/DD/YY) DATE(MM/DD/YY) GENERAL LIABILITY GENERAL AGGREGATE $ 2,000,000 1A X COMMERCIAL GENERAL UABILITY CP03994330 06/28/03 06/28/04 PRODUCTS-COMP/OP AGG $ 2,000,000 —1 CLAIMS MADEOCCUR PERSONAL&ADV INJURY $ 1,000,000 E_x� OWNER'S&CONTRACTOR'S PROT EACH OCCURRENCE $ 1,000,000 A X PER PROJECT AGGREGATE FIRE DAMAGE(Any one fire) $ 300,000 1 MED EXP(Any one person) $ 10,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 7A X ANY AUTO TAP3994331 06/28/03 06/28/04 1,000,000 ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) A X HIRED AUTOS BODILY INJURY $ A X NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN AUTO ONLY: .................. ..... .......... ......... EACH ACCIDENT $ AGGREGATE $ EXCESS LIABILITY EACH OCCURRENCE $ 1,000,000 C UMBRELLA FORM UMC6201696 06/30/03 06/30/04 AGGREGATE $ 1,000,000 OTHER THAN UMBRELLA FORM $ WORKERS COMPENSATION AND x WC STATU- I TORY LIMITS I I ER EMPLOYERS'LIABILITY EL EACH ACCIDENT $ 1,000,000 , THE PROPRIETOR/ g INCL TSF-0001133176 06/28/03 06/28/04 EL DISEASE-POLICY LIMIT $ 1,000,000 PARTNEP&EXECUTIVE OFFICERSARE: E)(CL EL DISEASE-EA EMPLOYEE $ 1,000000 OTHER �IESCRIPTION OF OPERATIONS&qCATIONSrE�ICUES I kJ1PEC1Ab3 Re: Unit IA:Riverside ve from -31 to U 87– M3234 Project#C 115-020 115 023 244&Unit I B:Angle Avenue from 35d'St.to Old Decatur Rd.– DOE#2218–Project#C 115-020 115 023 242 City of Fort Worth,its officers,employees and volunteers are additional insured on all policies except workers compensation. Waiver of subrogation in favor of same on all policies. ............ ............X .......... ......... .............. ............... ........... ... .... ........ ........ ...................................... .... .. . .... SHOULD ANY OF THE ABOVE DESCRIB _11E_r�EED BEFORE THE EXPIRATION DATE THEREOF, THE ISS NG 6 O�NY 7_*ANY WILT,ENDE ' 0 MAIL r CITY OF FORT WORTH 30 DAYS WRITTEN NOTICE To THE RTT1F'1C'A'TE_ Hifi�$6-NiA64A E LEFT, 11 /I IT7 CONTRACT ADMINISTRATOR BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE OR ABILITY 1000 THROCKMORTON STREET OF ANY KIND UPON THE COMPA+, ITS AGENTS-'dR 9MIESEATIVES. I FORT WORTH, TX 76102 AUTHORIZED REPRESENTATIVE J OBIN TUCKER 1: ............I . .......... 4 N:40 .... ........ ............. CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW Pursuant to V.T.C.A. Labor Code §406.96 (2000), as amended, Contractor certifies that it provides workers' compensation insurance coverage for all of its employees employed on City of Fort Worth Department of Engineering No.3234, 2218 and City of Fort Worth Project No. C1 15-020155023244/C115-020115023242. CONTRACTOR STABILE AND WINN, INC. B Name: �L•l>G e.�,�llt�� Title: w• � Date: 10, 2ao4 STATE OF TEXAS § COUNTY OF TARRANT § Before me, the undersigned authority, on this day personally appeared ,Ada w.c/KI•146. , known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act and deed of STABILE AND WINN, INC. for the purposes and consideration therein expressed and in the capacity therein stated. Given Under My Hand and Seal of Office this Zattlay of Ms!1 , 20 a4 ALVA NELL FEW Notary Public Notary Public in an for the State of Texas [(St STATE OF TEXASy Comm. Exp.JUNE 5 �� w Bond #46BCSC07291 PERFORMANCE BOND THE STATE OF TEXAS § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § Hartford Fire That we (1) STABILE AND WINN. INC. as Principal herein, and (2) Insurance Company a corporation organized under the laws of the State of(3) Connecticut and who is authorized to issue surety bonds in the State of Texas, Surety herein, are held and firmly bound unto the City of Fort Worth, a municipal corporation located in Tarrant and Denton Counties,Texas,Obligee herein,in the sum of- FIVE fFIVE HUNDREND FORTY-SIX THOUSAND EIGHT HUNDREND EIGHTEEN AND 50/100............................................................................................................. ($546,818.50)Dollars for the payment of which sum we bind ourselves,our heirs,executors,administrators, successors and assigns,jointly and severally,firmly by these presents. WHEREAS, Principal has entered into a certain contract with the Obligee dated the 11th of May, 2004 a copy of which is attached hereto and made a part hereof,for the construction of- PAVEMENT fPAVEMENT IMPROVEMENETS TO RIVERSIDE DRIVE AND ANGLE AVENUE. NOW THEREFORE, the condition of this obligation is such, if the said Principle shall faithfully perform the work in accordance with the plans, specifications, and contract documents and shall fully indemnify and hold harmless the Obligee from all costs and damages which Obligee may suffer by reason of Principal's default, and reimburse and repay Obligee for all outlay and expense that Obligee may incur in making good such default, then this obligation shall be void;otherwise,to remain in full force and effect.