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Contract 29290
CITY SEC=RFTARY COMPMCTOR { CONTR (_ , No. � CONTF.ACIOR'S BONDING Ct CIYY SZ,;!-EIARY SPECIFICATIONS AND CONTRACT DOCUMEN RIGH'FRNNG CSI/. BRIDGE REPAIR & REPAINTING AT - -"---Tlpw-p).E CCtr NORTH BEACH STREET OVER WEST FORK OF TRINITY RIVER, SOUTH MAIN STREET OVER B.N.S.F. RAILROAD, EAST BERRY STREET OVER SYCAMORE CREEK, AND EAST NORTHSIDE DRIVE OVER WEST FORK OF TRINITY RIVER (2003-17) PROJECT NO. GS93/020930260620 IN THE CITY OF FORT WORTH, TEXAS JULY 2003 MICHAEL J. MONCRIEF GARY W. JACKSON MAYOR CITY MANAGER r . r- ROBERT GOODE, PE DIRECTOR OF TRANSPORTATION .; AND PUBLIC WORKS DEPARTMENT"] ':)�: - GEORGE BEHMANESH, PE ASSISTANT DIRECTOR OF TRANSPORTATION AND PUBLIC WORKS DEPARTMENT City of Fort Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 9/30/2003 DATE: Tuesday, September 30, 2003 REFERENCE NO.: **C-19771 LOG NAME: 20BRIDGE03-17 SUBJECT: Award of Contract to Gibson & Associates, Inc. for Bridge Repair and Repainting North Beach Street over West Fork of Trinity River, South Main Street over B.N.S.F. Railroad, East Berry Street over Sycamore Creek and East Northside Drive over West Fork of Trinity River 2003-17 RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with Gibson & Associates, Inc. in the amount of $548,945.00 for 90 working days for bridge repair and repainting of North Beach Street over West Fork of Trinity River, South Main Street over B.N.S.F. Railroad, East Berry Street over Sycamore Creek, and East Northside Drive over West Fork of Trinity River 2003-17. DISCUSSION: In the FY2002-2003 Contract Major Maintanance Program, various types of maintenance techniques are used to maintain the City's street network, including bridges. This project provides for the repair and repainting of four bridges in the City. Work will include repairing damaged railings and decks, painting steel members, and correcting erosion problems at the following locations: Bridge Over North Beach Street West Fork of Trinity River South Main Street B.N.S.F. Railroad East Berry Street Sycamore Creek East Northside Drive West Fork of Trinity River The City also reserves the right to increase or decrease quantities of individual pay items within the contract, provided that the total contract amount remains within plus or minus 25% of the contract award. This project was advertised on July 10 and 17, 2003. On August 14, 2003, the following bids were received: Bidders Amount Gibson &Associates, Inc. $548,945.00 J&N International Coatings, Inc. $633,256.00 Abhe & Svoboda, Inc. $982,418.00 Southwest Construction Services Non-responsive Gibson &Associates, Inc. is in compliance with the City's MWBE Ordinance by committing to 26% MWBE participation. The City's goal on this project is 13%. This project is located in COUNCIL DISTRICTS 2, 4, 8 and 9. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are available in the current capital budget, as appropriated, of the Contract Street Maintenance Fund. TO Fund/Account/Centers FROM Fund/Account/Centers GS93 541200 020930260620 $548,945.00 Submitted for City Manager's Office by Marc Ott (8476) Originating Department Head: Robert Goode (7804) Additional Information Contact: George Behmanesh (7914) I TER z spoxTAo PV$�zc rotes ..., � �, ,' -.� . "�s ''�♦ &x? TELEFAX COVER SHEET TO: Atsalis Brothers Painting FAX 586-790=9065 Gibson & Associates FAX 972-557-1552 Archer-Western FAX 817-640-8734 Abhe & Svoboda, Inc. FAX 952-447-1000 Integral Bonding Systems FAX 214-634-0953 Thomas Industrial Coatings FAX 636-475-3512 Astron General Contracting FAX 910-938-1225 J & N International Coatings FAX 281-578-6076 Southwest Construction Services FAX 214-879-9981 _ North Texas Bridge FAX 972-509-9772 N.G. Painting, L.P. FAX 830-792-4968 Cowtown Traffic Control FAX 817- 26-2725 M.A. Vinson ConstructionAX 8 -589-2094 FROM: Don McChesney, Project Manager LJ Office: (817)871-7901 Cellular: (817)994-3872 SUBJECT: Addendum No. 2 Bridge Repair & Repainting at North Beach Street over West Fork of Trinity River, South Main Street over B.N.S.F. Railroad, East Berry Street over Sycamore Creek, and East Northside Drive over West Fork of Trinity River (2003-17) GS93/020930260620 Bid Opening Date: August 14, 2003 Addendum Issued: August 11, 2003 Total Pages: 1 FORT WORTH ADDENDUM NO. 2 The following changes to the Contract Documents should be noted by all prospective bidders: 1. CLARIFICATION ON PAY ITEM NO. 5, CRACK SEALING FOR BRIDGE DECKS (Pages 7-9 to 7-11) The epoxy sealant shall have a 100% solids content. 1 € � TRANSPORTAT`I�N AND PUBLIC WORKS 4 Pam- TELEFAX COVER SHEET TO: Atsalis Brothers Painting FAX 586-790-9065 Gibson & Associates FAX 972-557-1552 Archer-Western FAX 817-640-8734 Abhe & Svoboda, Inc. FAX 952-447-1000 Integral Bonding Systems FAX 214-634-0953 Thomas Industrial Coatings FAX 636-475-3512 Astron General Contracting FAX 910-938-1225 J & N International Coatings FAX 281-578-6076 Southwest Construction Services FAX 214-879-9981 North Texas Bridge FAX 972-509-9772 N.G. Painting, L.P. FAX 830-792-4968 FROM: Don McChesney, Project Manager Office: (817)871-7901 Cellular: (817)994-3872 SUBJECT: Addendum No. 1 Bridge Repair & Repainting at North Beach Street over West Fork of Trinity River, South Main Street over B.N.S.F. Railroad, East Berry Street over Sycamore Creek, and East Northside Drive over West Fork of Trinity River (2003-17) GS93/020930260620 Bid Opening Date: August 14, 2003 Addendum Issued:' August 6, 2003 Total Pages: 2 FORT NORTH ADDENDUM NO. 1 The following changes to the Contract Documents should be noted by all prospective bidders: 1. M/WBE BID FORMS The incorrect M/WBE bid forms were inadvertently included in the original contract book. The correct bid forms were sent by mail separately from this addendum packet unless you received these forms at the Pre-Bid meeting. The correct forms were also included with the second printing of Contract Documents (Book Nos. 30-45). 1 i T 7 { E 2. CLARIFICATION ON PAY ITEM NO. 5, CRACK SEALING FOR BRIDGE DECKS (Pages 7-9 to 7-11) Specific performance requirements for the epoxy are listed in the first four (4) paragraphs in Section 5.2 on Specifications Page 7-9. Further, aggregate specified shall be spread immediately after final epoxy application in accordance with next-to-last paragraph in Section 5.5 on Specifications Page 7-11. 3. CLARIFICATION ON PAY ITEM NO. 17, TRAFFIC CONTROL (Page 7-13) Advance Electronic Warning Signs shall be Arrow Boards. i S 2 SPECIFICATIONS AND CONTRACT DOCUMENTS BRIDGE REPAIR& REPAINTING AT NORTH BEACH STREET OVER WEST FORK OF TRINITY RIVER, SOUTH MAIN STREET OVER B.N.S.F. RAILROAD, EAST BERRY STREET OVER SYCAMORE CREEK,AND EAST NORTHSIDE DRIVE OVER WEST FORK OF TRINITY RIVER(200317) PROJECT NO. GS93/0202930260620 IN THE CITY OF FORT WORTH,TEXAS 2003 -7/16 3 A.'DOUZILAS RADEMAKER,P.E. DATE DIRECTOR, DEPARTMENT OF TRANSPORTATION&PUBLIC WORKS DON cCHESNE , .E. DATE SENIOR ENGINEER,DEPARTMENT OF TRANSPORTATION & PUBLIC WORKS &Dc(6 KIM, P.E. DATE CAPITAL PROJECT ENGINEER, WATER DEPARTMENT TABLE OF CONTENTS 1. Notice to Bidders 2. Special Instructions to Bidders 3. Scope of Work 4. Prevailing Wage Rates 5. Proposal &. Minority and Women Business Enterprises Specifications 7. Special Provisions 8. Vendor Compliance to State Law 9. Performance Bond 10. Payment Bond 11. Maintenance Bond 12. Experience Record 13. Certificate of Insurance 14, Contractor Compliance With Worker's Compensation Law 15. Contract 16. Project Designation Sign APPENDICES: Appendix A: Location maps for bridges Appendix B: Photographs showing selected deficiencies along bridges. Appendix C: Layout for N.Beach/Trinity River bridge Appendix D: Layout for S.Main/B.N.S.F.Railroad bridge NOTICE TO BIDDERS Sealed proposals for the following: BRIDGE REPAIR& REPAINTING AT NORTH BEACH STREET OVER WEST FORK OF TRINITY RIVER,SOUTH MAIN STREET OVER B.N.S.F.RAILROAD,EAST BERRY STREET OVER SYCAMORE CREEK,AND EAST NORTHSIDE DRIVE OVER WEST FORK OF TRINITY RIVER(2003-17) PROJECT NO. GS93/020930260620 Addressed to Gary W. Jackson, City Manager of the City of Fort Worth, Texas will be received at the Purchasing Office until 1:30 P.M., August 14, 2003 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, Fart Worth, Texas. One set of documents will be provided to prospective bidders for a deposit of$20.00; such deposit will be refunded if the document is returned in good condition within(10)days after bids are opened. Additional sets may be purchased on a nonrefundable basis for twenty dollars ($20.00) per set. These documents contain additional information for prospective bidders. A pre-bid conference will be held at 10:00 A.M.,July 29,2003 in the Transportation Public Works Conference Room 270,2'd floor,Municipal Building. Bid security is required in accordance with the Special Instruction to Bidders. In accord with City of Fort Worth Ordinance No. 15530, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of tite City Secretary. The bidder shall submit the MBE/WBE UTILIZATION FORM, SUBCONTRACTOR/SUPPLIER UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM,GOOD FAITH EFFORT FORM, and/or the JOiNT VENTURE FORM as appropriate. The Documentation must be received by the managing department no later than 5:00 p.m., five(5)City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall render the bid non- responsive. 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 817-871-79I0. In accord with City of Fort Worth Ordinance No. 11923,as amended by Ordinance No. 13471,the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. In 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. The Managing Department for the project is the Department of Transportation and Public Works. For additional information,contact Ford McElroy at(817)871-6329. GARY W.JACKSON GLORIA PEARSON CITY MANAGER CITY SECRETARY George Behmanesh, P.E. Assistant Director, t Department of Transportation Public Works Advertising Dates: July 10,2003 July 17,2003 I-1 SPECIAL INSTRUCTIONS 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 5 percent of the largest possible 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 days after the contract has been awarded. To be an acceptable surety on the bid bond, the surety must be authorized to do business in the state of Texas. In addition, the surety must (1) hold a certificate of authority from the Untied States secretary of the treasury to 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. 2. PROPOSAL: After proposals have been opened-and read aloud, the proposals will be tabulated on the basis of the quoted prices, the quantities shown in the proposal, and the application of such formulas or other methods of bringing items to a common basis as may be established in the Contract Documents. The total obtained by taking the sum of the products of unit prices quoted and the estimated quantities plus any lump sum items and such other quoted amounts as may enter into the cost of the completed project will be considered as the amount of the bid. Until the award of the contract is made by the Owner, the right will be reserved to reject any or all proposals and waive technicalities,to re-advertise for new proposals, or to proceed with the work in any manner as maybe considered for the best interest of the Owner. The quantities of work and materials to be furnished as may be listed in the proposal forms or other parts of the Contract Documents will be considered as approximate only and will be used for the purpose of comparing bids on a uniform basis. Payment will be made to the Contractor for only the actual quantities of work performed or materials furnished in strict accordance with the Contract Documents and flans. The quantities of work to be performed and materials to be furnished may be increased or decreased as hereinafter provided, without in any way invalidating the unit prices bid or any other requirements of the Contract Documents. 3. ADDENDA: Bidders are responsible for obtaining all addenda to the Contract Documents prior to the 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 do not acknowledge all applicable addenda will be rejected as non-responsive. 4. AWARD OF CONTRACT: The contract, if awarded, will be awarded to the lowest responsive bidder. The City reserves the right to reject any or all bids and waive any or all irregularities. No bid may be withdrawn until the expiration of forty-nine (49) City business days from the date that the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") is received by the City. 5. 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 2- 1 the amount of the contract awarded. The successful bidder shall be required to furnish bonding as applicable 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 of the Texas Government Code, as amended. A. If the total contract price is $25,000 or less,payment to the contractor shall be made in one lump sum.Payment shall not be made for a period of 45 calendar days from the date the work has been completed and accepted by the City. B. If the contract amount is in excess of$25,000, a Payment Bond shall be executed, in the amount of the contract, solely for the protection of all claimants supplying tabor and material in the prosecution of the work. C. If the contract amount is in excess of $100,000, a Performance Bond shall be executed, in the amount of the contract conditioned on the faithful performance of the work in accordance with the plans, specifications,and contract documents. Said bond shall solely be for the protection of the City of Fort Worth. D. A Two-year Maintenance Bond is required for all projects to insure the prompt, full and faithful performance of the general guarantee as set forth in Paragraph 7 of the Special Provisions. To be an acceptable surety on the performance, payment and maintenance bonds, the surety must be authorized to do business in the state of Texas and meet all requirements of Texas Insurance Code, section 7.19-1. In addition, 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 lav; 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. No sureties will be accepted by the City that are at the time in default or delinquent on any bonds or which are interested 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 6. LIQUIDATED DAMAGES: The Contractor's attention is called to Part 1 - General Provisions, Item 8, Paragraph 8.6, Standard Specifications for Street and Storm Drain Construction of the City of Fort Worth, Texas, concerning liquidated damages for late completion of projects. 7. EMPLOYMENT AND NON-DISCRIMINATION: The Contractor shall not discriminate against any person(s) because of sex, race, religion, color or national origin and shall comply with the provisions of sections 13A-21 through 13A-29 of the Code of the City of Fort Worth (1986), as amended,prohibiting discrimination in employment practices. 8. WAGE RATES: All bidders will be required to comply with provision 5159a of"Vernons Annotated Civil Statutes" of the State of Texas with respect to the payment of prevailing 2-2 wage rates as established by the City of Fort Worth, Texas, and set forth in Contract Documents for this project. 9. FINANCIAL STATEMENT: A current certified financial statement may be required by the Department of Engineering Director 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. 10, INSURANCE: Within ten 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 Workers Compensation (statutory); Comprehensive General Liability ($1,000,000 per occurrence, $2,000,000 aggregate); and Automobile Insurance ($1,000,000 each accident on a combined single basis or $250,000 property damage/$500,000 bodily injury per person per occurrence. A commercial business policy shall provide coverage on "any auto", defined as autos owned, hired, and non-owned). Additional lines of coverage may be requested. If such a request is made after bid opening, Contractor shall be entitled to additional compensation equal to 110% of the additional premium cost. For worker's compensation insurance requirements, see Special Instructions to Bidders-Item 16. ADDITIONAL INSURANCE REQUIREMENTS: A. The City, its officers, employees and servants shall be endorsed as an additional insured on Contractor's insurance policies excepting employer's liability insurance coverage under Contractor's workers'compensation insurance policy. B. Certificates of insurance shall be delivered to the City of Fort Worth, contract administrator in the respective department as specified in the bid documents, 1000 Throckmorton Street,Fort Worth,TX 76102, prior to commencement of work on the contracted project. C. Any failure on part of the City to request required insurance documentation shall not constitute a waiver of the insurance requirements specified herein. D. Each insurance policy shall be endorsed to provide the City a minimum thirty days notice of cancellation, non-renewal, and/or material change in policy terms or coverage. A ten days notice shall be acceptable in the event of non-payment of premium. E. Insurers must be authorized to do business in the State of Texas and have a current A.M. Best rating of A:VII or equivalent measure of financial strength and solvency. F. Deductible limits, or self-funded retention limits, on each policy must not exceed $10,000.00 per occurrence unless otherwise approved by the City. 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. 2-3 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. L. Contractor's liability shall not be limited to the specified amounts of insurance required herein. M. Upon the request of City, Contractor shall provide complete copies of all insurance policies required by these contract documents. 11. NON-RESIDENT BIDDERS: Pursuant to Texas Government Code, art. 2252.002, the City of Fort Worth will not award this contract to a non-resident bidder unless the non-resident'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 non-resident bidder to obtain a comparable contract in the state in which the non-resident's principal place of business is located. "Non-resident bidder" means a bidder whose principal place of business is not in this state, but excludes a contractor whose ultimate parent company of 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 the project is funded in whole or in part with 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 non-resident contractor to do so will automatically disqualify that bidder. 12. MINORITY/WOMEN BUSINESS ENTERPRISE: In accordance with City of Fort Worth Ordinance No. 11923, as amended by Ordinance No. 13471, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts.You may obtain a copy of the Ordinance from the Office of the City Secretary. The M/WBE Utilization Form, Prime Contractor Waiver Form and the Good Faith Effort Form, as applicable, must be submitted no later than 5:00 p. m. five (5) City business days after the bid opening date, exclusive of the bid opening date. The bidder shall submit the documentation at the reception area of the Department of Engineering ("Managing Department"), 2nd floor, City Hall, and shall obtain a receipt. Failure to comply shall render your bid non-responsive. Upon contract execution between the City of Fort Worth and the successful bidder, now known as Contractor, a pre-construction meeting will be scheduled at which time the 2-4 Contractor is required to submit either Letters of Intent or executed agreements with the M/WBE firm(s) to be utilized on this project. Such Letters of Intent or executed agreements shall include the following information: 1. Name of Contract 2. Name of M/WBE firm utilized 3. Scope of Work to be performed by the M/WBE firm 4. Monetary amount of work to be performed by the M/WBE firm 5. Signatures of all parties A notice to proceed will not be issued until the signed letter(s) or executed agreement(s) have been received. Throughout the duration of this project, the Contractor comply with the M/WBE Ordinance by complying with the following procedures: • A M/WBE Participation Report Form must be submitted monthly until the contract is completed. The first report will be due 30 days after commencement of work. The monthly report MUST have an original signature to ensure accountability for audit purposes. • Reports are to be submitted monthly to the M/WBE Office, regardless of whether or not the M/WBE firm has been utilized. If there was no activity by an M/WBE in a particular month, place a "0" or "no participation" in the spaces provided, and provide a brief explanation. • The Contractor shall provide the M/WBE Office proof of payment to the M/WBE subcontractors and suppliers only. The M/WBE Office will accept the following as proof of payment: I. Copies of submitted invoices with front and back copies of canceled check(s), OR 2. A notarized letter explaining, in detail: a Subcontractor/supplier Scope of Work b. Date when services were received from subcontractor/supplier c. Amounts paid to the subcontractor/supplier d. Original signatures from both parties must be included on this letter. • If the Contractor foresees a problem with submitting participation reports and/or proof of payment on a monthly basis, the M/WBE Office should be notified. If the Contractor wishes to change or delete an M/WBE subcontractor or supplier, adhere to the following: 1. Immediately submit a Request for Approval of Change Form to the M/WBE Office explaining the request for the change or deletion. 2. If the change affects the committed M/WBE participation goal, state clearly how and why in documentation. a. All requests for changes must be reviewed and pre-approved by the M/WBE Office. 2-5 b. If the Contractor makes change(s) prior to approval, the change will not be considered when performing a post compliance review on this project. • Upon the Contractor's successful completion of this project, and within ten days after receipt of final payment from the City of Fort Worth, The Contractor will provide the M/WBE Office with a Final Participation Report Form to reflect the total participation from ALL subcontractors/suppliers utilized on the project. • All forms are available at the M/WBE Office, 3rd floor - City Hall. For additional information regarding compliance to the M/WBE Ordinance, call (817) 871-6104. Upon request, Contractor agrees to provide to Owner Complete and accurate information regarding actual work performed by a Minority/Women Business Enterprise (M/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 M/WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal, state or local laws or ordinances relating to false statements; further, any such misrepresentation(other than a negligent misrepresentation) and/or commission of fraud will result on the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three years. 13. AMBIGUITY: In case of ambiguity or lack of clearness in stating process in the proposal, the City reserves the right to adopt the most advantageous construction thereof or to reject the proposal. 14. PAYMENT, FINAL PAYMENT PROJECT ACCEPTANCE AND WARRANTY: The contractor will receive full payment (less 5% retainage) from the city for each pay period. Payment of the retainage will be made with the final payment upon acceptance of the project as being complete. The project shall be deemed complete and accepted by the City as of the date the final punch list has been completed, as evidenced by a written statement signed by the contractor and the City. The warranty period shall begin as of the date that the final punch list has been completed. 15. OZONE ALERT DAYS: The Contractor shall be required to observe the following guidelines relating to working on City construction sites on days designated as "OZONE ALERT DAYS". Typically, the Ozone Alert season within the Metroplex area runs from May through September, with 6:00 a.m. - 10:00 a.m. being critical ozone forming periods each day. The Texas Commission on Environmental Quality (TCEQ), in coordination with the National Weather Service, will issue the Ozone Alert by 3:00 p.m. on the afternoon prior to the alert day. On designated Ozone Alert Days, the Contractor shall bear the responsibility of being aware that such days have been designated Ozone Alert Days and as such shall not begin work until 10:00 a.m. whenever construction phasing requires substantial use of motorized equipment. However, the Contractor may begin work earlier if such work minimizes the use of motorized equipment prior to 10:00 a.m. If the Contractor is unable to perform continuous work for a period of at least seven hours between the hours of 7:00 a.m. -6:00 p.m., on a designated Ozone Alert Day, that day will be considered as a weather day and added onto the allowable weather days of a given month. 2-6 16. WORKERS COMPENSATION INSURANCE COVERAGE: Contractors compliance with Workers Compensation shall be as follows: A. Definitions: Certificate of coverage ("certificate") - A copy of a certificate of insurance, a certificate of authority to self-insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity 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 has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner-operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. B. The contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for 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 City: (1) a certificate of coverage, prior to that person beginning work on the project, so the City 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. 2-7 G. The contractor shall notify the governmental entity in writing by certified mail or personal delivery, within ten 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 Workers' 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 codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; (2) provide to the contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (3) provide the contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (4) obtain from each other person or entity with whom it contracts, and provide to the contractor: (a) a certificate of coverage, prior to the other person or entity beginning work on the project; and (b) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter. (6) notify the governmental entity in writing by certified mail or personal delivery, within ten 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. I 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 workers' 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 2-8 self-insured, with the commission's Division of Self-Insurance Regulation. Providing false of misleading information may subject the contractor to administrative penalties, criminal penalties, civil penalties or other civil actions. K. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor which entitles the City to declare the contract void if the contractor does not remedy the breach within ten days after receipt of notice of breach from the City. "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 Workers' Compensation Act or other Texas Workers' Compensation commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text,without any additional words or changes: REQUIRED WORKERS'COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee." "Call the Texas Workers' 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." 17. AGE DISCRIMINATION: In accordance with the policy ("Policy") of the Executive Branch of the federal government, contractor covenants that neither it nor any officers, members, agents or employees who engage in the performance of this contract shall, in connection with such employment, advancement or discharge of employees or in connection with the terms, conditions or privileges of their employment, discriminate against any 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 acting on their behalf, shall specify in solicitations or advertisements for employees to work on those 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 that it will fully comply with the Policy and will defend, indemnify and hold City harmless against any and all claims or allegations filed by third parties against City arising out of Contractor's alleged failure to comply with the Policy in the performance of this contract. 18. DISCRIMINATION DUE TO DISABILITY: In accordance with the provisions of the Americans with Disabilities Act of 1990 ("ADA"), Contractor warrants that it will not 2-9 unlawfully discriminate on the basis of disability in the provision of services to the general public, nor in the availability, terms or conditions of employment for applicants for employment with, or current employees of, Contractor. Contractor warrants that it will fully comply with the ADA's provisions and any other applicable federal, state, or local laws concerning disability and will defend, indemnify and hold City harmless against any and all claims or allegations filed by third parties against City arising out of Contractor's alleged failure to comply with the ADA in the performance of this contract. 2- 10 SCOPE OF WORK The primary objective of this project is to repair and seal concrete bridge decks at North Beach Street over West Fork of Trinity River, South Main over B.N.S.F. Railroad, East Berry Street over Sycamore Creek, and East Northside Drive over West Fork of Trinity River; to repaint steel I-beam superstructure at North Beach/Trinity River; and related repairs at North Beach/Trinity River including replacement of guardrail, replacement of missing and damaged bridge railing, epoxy coating of tops of concrete bents, repair spalled concrete surfaces, replacing small sections of defective sidewalk and curbing,and placement of flowable fill material in voids under slope pavement. 3- 1 CITY OF FORT WORTH HIGHWAY CONSTRUCTION PREVAILING WAGE RATES FOR 2000 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 FLAGGER 7.00 FORM BUILDER-STRUCTURES 13.44 FORM SETTER-PAVING&CURB 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 %:CY) 10.00 CRANE,CLAMSHELL,BACKHOE,DERRICK,DRAGLINE,SHOVEL(>I %:CY) 11.52 FRONT END LOADER(<2%CY) 9.94 FRONT END LOADER(>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 4- 1 PROPOSAL r TO: Mr. Gary Jackson City Manager Fort Worth, Texas FOR: BRIDGE REPAIR&REPAINTING AT NORTH BEACH STREET OVER WEST FORK OF TRINITY RIVER,SOUTH MAIN STREET OVER B.N.S.F.RAILROAD,EAST BERRY STREET OVER SYCAMORE CREEK,AND EAST NORTHSIDE DRIVE OVER WEST FORK OF TRINITY RIVER(2003-17) PROJECT No. GS93/020930260620 Pursuant to the foregoing "Notice to Bidders", the undersigned has thoroughly examined the 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 Transportation and Public Works 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: PAY APPROX DESCRIPTION OF ITEMS WITH BID PRICES UNIT TOTAL ITEM QUANTITY WRITTEN IN WORDS PRICE AMOUNT BID 1. 2 E.A. PROJECT DESIGNATION SIGN Two-hundred fifty Dollars& No Cents Per EACH $ 2521 $ .Soo.o0 2. 30 S.F. CONCRETE BRIDGE DECK REPAIR,CLASS I(B),SHALLOW REPAIR Dollars& ,(/h Cents Per SQUARE FOOT $ Zo-cam $ Goo,oz> 3. 9,300 S.F. CONCRETE BRIDGE DECK REPAIR,CLASS II(B),MID-DEPTH REPAIR Dollars& No Cents Per SQUARE FOOT f $ ZZ.ry $ Z05F, loyo•D0 4. 30 S.F. CONCRETE BRIDGE DECK REPAIR,CLASS III(B) IC714L Dollars& Nc Cents Per SQUARE FOOT Q Q $ �D-Ob $ �.50�•GO 5. 89,100 S.F. CRACK SEALING FOR BRIDGE DECKS One Dollars& Cents Per SQUARE FOOT $ $ 6. 20 L.F. SEAL JOINTS WITH SILICONE Dollars& �1a Cents Per LINEAR FOOT $ 30.00 $ �oo.oa 5- 1 PAY APPROX DESCRIPTION OF ITEMS WITH BID PRICES UNIT TOTAL ITEM QUANTITY WRITTEN IN WORDS PRICE AMOUNT BID 7. 16 L.F. REPAIR/REPLACE BRIDGE RAILS 7cwo la _;,,h& Dollars& Cents Yer LINEAR FOOT $ Z Be•oo $ 44Bo-moo 8. 4 EA. REPAIR RAILING ANCHOR PLATES Dollars& Cents Per EACH. $ //Scs.00 $ �I000.47 9. 20 S.F. CONCRETE REPAIR(EXCLUDES DECK, SIDEWALK AND CURBING) iae Dollars& iJfo Cents Per SQUARE FOOT $ 10. 5 C.Y. FLOWABLE FILL IN VOIDS �'✓P/ ..,d�P�,/ S,:+k . - �ivP Dollars& Cents Per CUBIC YARD $ 2BZS.ao 11. 1 L.S. CLEAN,PRIME,AND PAINT STEEL SUPERSTRUCTURE AT N.BEACH STIWFTR Dne/74..,,a/,&o/j7�' _ SPVPi, 6Ha.sand �rve ffun�.� L Dollars& ,tJo Cents Per LUMP SUM $I57,5-pp.op$ 1.57,Soo.op 12. 400 S.F. CLEAN AND SEAL TOPS OF BENTS Dollars& Cents Per SQUARE FOOT $ 13. 10 EA. CLEAN,OIL,AND PAINT BEARINGS ele/Ladkk,e,O T,y Dollars& ti Cents Per EACH $ //D,oa $ 14. 24 S.F. REMOVE AND REPLACE SIDEWALK men Al Dollars& Cents Per SQUARE FOOT $ 2o.or, $ 15. 2 L.F. CURB REPAIR Dollars& Cents Per LINEAR FOOT 16. 800 L.F. REPLACE GUARDRAIL E1-every Dollars& A/o Cents Per LINEAR FOOT $ 810•DD 17. 1 L.S. TRAFFIC CONTROL %awe/ve 7l t4.5arjoP F`✓P /�i.•r�l�ro( Dollars& A)o Cents Per LUMP SUM f TOTAL BID $ 54�� 9�S•oo 5 -2 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 successful Bidder shall be required to complete the attached Statement of Materials and Other Charges at the time of executing the contract. 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 Ninety (90) Wonting 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 approv d Surety Bond for the f ithful performance of this contract. The attached deposit check in the sum of VVJ W-1 At ty Dollars ($ 5 f.��� )is to be forfeited in the event the co act 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 and specifications, all of the provisions and requirements of which have been taken into consideration in preparation of the foregoing bid: Addendum No. 1 (Initia s _ Addendum No.3 (Initials) Addendum No.2(Initials — Addendum No.4(Initials) Respectfully submitted: Son '1 �S$Oti`�eS��►'�. 8 Address •O t ) wv� '�S�l��,�7s1�o' Telephone - S -till /ic7q (SEAL) 114jo3 Date 5 -3 FORT WORTH -"` 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 MlWBE 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/WBE goal on this project is 13 % of the base bid value of the contract. COMPLIANCE TO BID SPECIFICATIONS On City contracts of$25,000 or more, bidders are required to comply with the intent of the City's M/WBE Ordinance by either of the following: 1. Meet or exceed the above stated M/WBE goal, or 2. Good Faith Effort documentation, or; 3. Waiver documentation, or; 4. Joint Venture. _i 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 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. stated goal: 3. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid 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 -y 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. opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S M/WBE ORDINANCE,,WILL RESULT IN THE BID BEING CONSIDERED' NON-RESPONSIVE TO SPECIFICATIONS Any questions, please contact the M/WBE Office at(817) 871-6104. Rev.5/30/03 i ATTACHMENT 1A Page 1 of 5 FORT WORTH City of Fort Worth Subcontractors/Suppliers Utilization Form PRIME COMPANY NAME: Check applicable block to describe prime Gibson&Associates, Inc. PROJECT NAME: MM/DBE X NON-MNV/DBE i Bridge Repair&Repainting at North Beach St over West Fork of Trinity River,South Main St. BID DATE over BNSF RR,East Berry St over Sycamore Creek,and East Northside Drive over West Fork August 14, 2003 of Trinity River(2003-17) City's MNVBE Project Goal: Prime's MNVBE Project Utilization: PROJECT NUMBER I GS93-020930260620 13% 26.41% Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non-responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the 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 resultin the bid being considered non-responsive to bid specifications M/WBEs listed toward meeting the project goal must be located in the nine (9) county marketplace or currently doing business in the marketplace at the time of bid. Marketplace is the geographic area of Tarrant, Parker, Johnson, Collin, Dallas, Denton, Ellis, Kaufman and Rockwall counties. Identify each Tier level. Tier is the level` of subcontracting below_the prime contractor, i.e., a direct payment from the prime contractor to a subcontractor is considered 1st tier, a payment by a subcontractor to s 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 i 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 MM/BE may lease trucks from non-MMBEs, including owner-operators, but will only receive credit for the fees and commissions earned by the MMBE as outlined in the lease agreement, Rev. 5/30/03 a i ATTACHMENT 1A Page 2 of 5 FORT WORTH I Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority,Women and non-M/WBEs. Please list M/WBE firms first, use additional sheets if necessary. Certification N,' (check one) SUBCONTRACTOR/SUPPLIER T n'' Company Name ; 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 Raymond Painting 1 X_ X Bridge Painting $137,000.00 2329 Cedar Grove Dallas, Texas 75241 214/376-1076 Jona Contracting, Inc. 1 X X Guardrail $8,000.00 P.Q. Box 1328 Grapevine, TX 76099 817/430-4647 United Rentals Highway 1 X Traffic Control $4,625.00 Tech, 7200 Jack Newell Blvd. South Fort Worth TX 76118 817/595-8885 GSI Highway Products 1 X Bridge Railing $6,360.00 720 W. Wintergreen Hutchins TX 75141 972/225-1660 972/225-6662 i Texas Contractors Sup. 1 X_ Epoxy Materials $53,500.00 3221 John W. Carpenter Fwy. Irving, TX 75062 972/438-3323 Rev. 5/30/03 i ATTACHMENT 1A FORT WORTH Page 3 of 5 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority,Women and non-M/WBEs. Please list M/WBE firms first, use additional sheets if necessary. Certification N (check one) ° SUBCONTRACTOR/SUPPLIER T n Company Name ; N T Detail Detail Address e M W C X M Subcontracting Work Supplies Purchased Dollar Amount Telephone/Fax r B B T D E E R O B C T E A - - Rev.5/30/03 I ATTACHMENT 1A FORT WORTH Page 4 of 5 Total Dollar Amount of M/WBE Subcontractors/Suppliers $1452000.00 Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers $ 64,485. 0 TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $209,485.00 The Contractor will not makeadditions, 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 change/addition or deletion will affect the committed M/WBE goal. If the detail explanation is not submitted, it will'affect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including 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 MAW/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. A. J. Johnston Au orize ture Printed Signature Executive Vice President Title Contact Name/Title(if different) Gibson &Associates Inc. 972/557-1199 972/557-1552 Company Name Telephone and/or Fax P.O. Box 800579 tonyi(d-),gibsonassoc.net Address E-mail Address Balch Springs, TX 75180-0579 September 9, 2003 City/State/Zip Date Rev.5/30/03 GIBSN & ASSOCIATES, INC. Engineers and Contractors 11210 Ryliecrest A ®cow, P. O. Box 800579 Balch Springs, Texas Si 75180-0579 Of AYE1�pp 972/557-1199 s K I►► FAX 557-1552 September 9, 2003 Ms. Rachel Ortega Minority/Women Business Enterprise City of Fort Worth 1000 Throckmorton Street, Room 330 Fort Worth, Texas 76102 RE: Bridge Repair & Repainting at Various Locations (2003-17) GS93-020930260620 Dear Ms. Ortega: Enclosed please find our revised M/WBE participation of 26.41% which exceeds the city's project goal of 13% on the above referenced project. I have only forwarded a revised Subcontractors/Suppliers Utilization Form because our participation exceeds rt documentation should no longer be required. the city's goal the Good Faith Effo If there are any questions regarding this matter, please call me. Very truly yours, GIBSON & ASSOCIATES, INC. Patricia BI urn Contract Manager -e cc: Mr. Ford McElroy ' City of Fort Worth 1000 Throckmorton Fort Worth, Texas 76102 CITY OF FORT WORTH, TEXAS DEPARTMENT OF ENGINEERING SPECIAL PROVISIONS FOR: BRIDGE REPAIR&REPAINTING AT NORTH BEACH STREET OVER WEST FORK OF TRINITY RIVER,SOUTH MAIN STREET OVER B.N.S.F.RAILROAD,EAST BERRY STREET OVER SYCAMORE CREEK,AND EAST NORTHSIDE DRIVE OVER WEST FORK OF TRINITY RIVER(2003-17) PROJECT No. GS93/020930260620 1. SCOPE OF WORK; The primary objective of this project is to repair and seal concrete bridge decks at North Beach Street over West Fork of Trinity River, South Main over B.N.S.F. Railroad, East Berry Street over Sycamore Creek, and East Northside Drive over West Fork of Trinity River; to repaint steel I-beam superstructure at North Beach/Trinity River; and related repairs at North Beach/Trinity River including replacement of guardrail, replacement of mussing and damaged bridge railing, epoxy coating of tops of concrete bents, repair spalled concrete surfaces, replacing small sections of defective sidewalk and curbing, and placement of flowable fill material in voids under slope pavement. Prior to beginning operations, a conference between the Contractor's representative and the City will be arranged by the City. In this meeting, the Contractor will be required to outline the proposed cleaning and painting procedures, sequence of work to be followed, estimated progress schedule, and his plans for performing the work,while providing for safe traffic control at all times. The Contractor shall not hold the City of Fort Worth responsible for delay in work order of this contract. The Contractor agrees to complete the Contract within the allotted number of working days. If the Contractor fails to complete the work within the number of working days specified, liquidated damages shall be charged, as outlined in Part 1, Item 8, Paragraph 8.6, of the "General Provisions" of the Standard Specification for Construction of the City of Fort Worth,Texas. 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 -out for the pay item by the designer. If not shown, then applicable to each pay item are indicated in the call 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. The work of surface preparation and painting shall be governed by Item 446 of: STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS, STREETS AND BRIDGES, 1993,TEXAS DEPARTMENT OF TRANSPORTATION. A copy of this document may be purchased from the Texas Department of Transportation. 2, AWARD OF CONTRACT: Contract may not necessarily be awarded to the lowest bid or bidder. The Director of the Department of Transportation and Public Works shall evaluate and recommend to the City 7- 1 Council the bid and bid alternate which is considered to be in the best interest of the City. Contract will be awarded to the lowest responsive bidder. 3. TRAFFIC CONTROL: The Contractor shall be responsible for providing traffic control during construction of this project consistent with the provisions set forth in the"1980 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 Statutes,pertinent sections being Section Nos.27,29,30,and 31. The Contractor will not remove any regulatory sign, instructional sign, street name sign, or other sign which has been erected by the City. If it is determined that a sign must be removed to permit required construction, the Contractor shall contact the transportation and Public Works Department, Signs and Markings Division 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, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent sign can be re-installed, the Contractor shall again contact the Signs and Markings Division to re-install the permanent sign and shall leave his temporary sign in place until such re-installation is completed. The Contractor shall submit a proposed traffic control plan to the Engineer within ten days of notification of Contract Award. City representatives might restrict work during peak hours which unduly delays traffic. Special signage and fencing will be required if handrail sections are removed. 4. PROPERTY ACCESS: Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer. 5. PROTECT SCHEDULE AND 'WORK PLAN: It shall be the responsibility of the Contractor to furnish the Construction Engineer, prior to construction, a schedule outlining the anticipated time each phase of construction will begin and be completed,including sufficient time being allowed for clean-up. Contractor will not move on to the job site nor will work begin until said schedule has been received and approval secured from the Engineer. However, contract time will start even if the project schedule has not been turned in. Contract start date would be outlined in the Work Order Notice. 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. In addition, the Contractor shall provide a Job Specific Removal and Containment PIan for the work procedures to be used in the removal and containment of lead contaminated wastes. The plan shall be submitted to the City prior to beginning the work. The plan shall include the following: a. Detailed work schedule. b. Written quality control program. c. Written worker health and safety program. d. Protection measures for protection of surrounding area. e. Details of method of containing and collecting waste materials. 6. TESTING: The City shall pay for laboratory testing for Lead. In the case that re-testing is required,cost to re-test would be deducted from retainage or final payment. a. Soil Samples: A total of eight soil samples will be collected and analyzed for Total Lead prior to the start of construction work to establish the baseline Lead soil concentration. After substantial completion of the Project and prior to final acceptance, eight additional soil samples shall be collected and submitted for Total Lead analysis. The City will be responsible for the costs of the initial and post 7-2 sampling analysis; however, if the post sampling indicates unacceptable Lead content, any subsequent analysis is at the cost of the Contractor. b. Waste Characterization: After the Contractor stabilizes the Lead waste material a single sample from each 55-gallon drum of stabilized waste material will be collected and subnutted for TCLP Lead Analysis. The City will be responsible for the analysis cost of the first round of sampling; however, if additional sampling is required in order to gain a Non-Hazardous Waste classification, the Contractor is responsible for the additional analytical costs. c. Location of Soil Samples: Soil sample locations shall be determined by the City's representative. d. The Contractor shall be responsible for any soil contamination resulting from the removal, storage, handling or disposal of hazardous materials from the site. As a requirement of Final Acceptance by the City, the City will verify that no soil contamination has occurred from the Contractor's work and the City must receive properly completed and signed Waste Manifests from the disposal facility. If soil contamination is found, the contractor must submit a site remediation plan in accordance with all Federal, State, and local regulations to be enacted immediately upon approval by the city at the contractor's expense. 7. CLEANING OF STEEL SURFACES: All steel and concrete surfaces to be treated under this contract shall first be power washed at a minimum of 3000 psi and 3-4 gpm water to remove foreign materials. Areas under the bridge covered with soot will be thoroughly cleaned with a biodegradable degreaser. Washed surfaces will then be flushed with clean water. All concrete shall be protected from over spray, and any paint placed on the surrounding concrete shall be removed immediately. Rigging and scaffolding shall be sufficient to make all of the work readily accessible for proper performance of cleaning and painting operations as well as proper inspection and measurement by the Engineer or his representative prior to and after each application of surface treatments. This is a lead based paint removal project, and the Contractor will be required to meet the rules and regulations for worker safety in a leaded environment. The rule and regulations include,but are not limited to the following: Contractor, at his expense, shall exercise the necessary precautions to contain refuse, dust and paint overspray generated during cleaning and painting operations. Containment shall be such that all falling material is completely contained and collected daily and stored in appropriate containers at a site approved by the Engineer. Hazardous and non-hazardous refuse will be stored separately. Disposal of collected non- hazardous refuse shall be at the Contractor's expense and in accordance with Federal, State and local rules and regulations. The Contractor is responsible for the security of refuse until disposal is completed. Materials containing leachable hazardous metals shall be disposed of as in accordance with Federal, State and local rules and regulations,at the Contractor's expense. 8. CLEANING OF CONCRETE SURFACES: Class "C" clearing will be used to remove all loose coatings, per SSPC-SP2. Rust stains on concrete surfaces immediately in vicinity of bridge railing connections shall be removed by power washing with 5%solution of oxalic acid. 9. SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES: The following procedures will be followed regarding the subject item on this contract: (1) A warning sign not less than five inches by seven inches, painted yellow with black letters that are legible at twelve feet shall be placed inside and outside vehicles such as cranes,derricks,power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus. The warning sign shall read as follows: "WARNING—UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES." (2) Equipment that may be operated within ten feet of high voltage lines sliall have an insulating cage-type guard about the boom arm,except back hoes or dippers,and insulator links on the lift hood connections. 7-3 (3) When necessary to work within six feet of high voltage electric lines, notification shall be given the power company (TU Electric Service Co.) 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. (4) The Contractor is required to make arrangements with TU Electric Service Company for the temporary relocation or raising of high voltage lines at the Contractor's sole expense. (5) No person shall work within six feet of a high voltage line without the protection having been taken as outlined in paragraph(3). 10. 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. 11. DOCUMENTS TO REMAIN INTACT: Bidders shall not separate, detach or remove any portion, segment or sheets from the contract documents at any time. Failure to bid or fully execute contract without retaining contract documents intact may be grounds for designating bids as "non-responsive" and rejecting bids or voiding contract as appropriate and as determined by the Director of the Department of Engineering. 12. 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(2)years from date of final acceptance of this project by the City Council of the City of Fort Worth and will be required to replace at his expense any part or all of the project which becomes defective due to these causes. 13. PAYMENT: The Contractor will receive biweekly payment (minus 5% retainage) from the City for all work generated within a pay period. Payment of the remaining amount shall be made with final payment and upon acceptance of the project. 14. 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 from all his obligations hereunder which shall remain in full force until the discharge of the contract. 15, 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 workspace 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 expiration of three(3)years after final payment under the subcontract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of such subcontractor involving transactions to the subcontract and further, that the 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 7-4 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 photocopy 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.I0 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. PAYMENT FOR CONSTRUCTION NON-PAY ITEM NO. 1 -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: • Removal of debris and dumped materials presently under bridge • Removal of weeds and other vegetation which interferes with the operation of the bridge or the completion of this project • Sweeping the street clean of dirt or debris • Storing excess material in appropriate and organized manner • Keeping trash of any kind off or under bridge 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 items) will be reduced by 25%. - Final clean up work shall be done for this project as soon as the painting has been completed. 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.2-ACCESS: The contractor shall be responsible for maintaining access to all homes and businesses during construction. NON-PAY ITEM NO.3 -MEASUREMENTS: The contractor shall measure and submit to Engineer all quantities for payment prior to beginning construction. PAY ITEM NOS.2 3 AND 4 -CONCRETE BRIDGE DECK REPAIR: 2.1 DESCRIPTION This Item shall govern for the repair of deteriorated and/or damaged areas of concrete bridge decks as herein specified and as directed by the Engineer. Bridge deck repairs are divided into three main classes of repair: Class I for shallow repairs where the damage does not extend to the top mat of reinforcing steel; Class II for mid-depth repair where damage extends to, or slightly below, the top mat of reinforcing steel; and Class III for full depth repair. These classes are further divided into three subclasses depending upon the desired time until return of service (opening to traffic): (A) for rapid return to service within two hours after placing repair 7-5 materials;(B)for prompt return to service within 24 hours of placement of repair materials;and (C) for postponed return to service of seven days or more after placement of repair materials. For example: A shallow repair requiring an immediate return to service is classified as a Class I (A) repair while a full depth repair where opening to traffic can be delayed is classified as a CIass III(C)repair. 2.2 MATERIALS All materials shall conform to the pertinent requirements of the following TxDOT items, except as noted herein: Item 420,"Concrete Structures" Item 421,"Portland Cement Concrete" Item 440,"Reinforcing Steel" Special Specification,"Epoxy and Adhesives" 2.2.1 Cementing Materials. Proprietary repair materials are acceptable for use if approved by the Engineer. Information to be included for review shall include all manufacturer's recommendations and material application instructions. At the Engineer's discretion, trial batches for proprietary repair materials may be required to verify that the compressive strengths specified herein are obtained. Proprietary repair materials shall be certified by the manufacturer to be free of soluble chlorides or other ingredients that may potentially cause corrosion of embedded reinforcing steel. All repair materials shall have the following minimum compressive strengths depending on the subclass of the repair(return to service time): Subclass(A): 2000 psi at two hours Subclass(B):3600 psi at 24 hours Subclass(C):4000 psi at seven days The 28-day strength for all subclasses shall be 4000 psi Trial batches of Portland cement concrete furnished under TxDOT Item 421, "Portland Cement Concrete",may be required to verify that the compressive strengths specified above are achieved within the given time period. Concrete repair materials shall be air-entrained per Article 421.8, "Classification and Mix Design" of TxDOT specifications. For Class I repairs with concrete, the slump shall not exceed one (1) inch and the maximum water-cement ratio shall not exceed 0.35. For Class II repairs with concrete, the slump shall not exceed three (3) inches and the maximum water- cement ration shall not exceed 0.45. Repair materials for Class III repairs shall conform to the requirements for Class "S" concrete in TxDOT's Item 421, "Portland Cement Concrete". Admixtures for concrete shall conform to TxDOT Item 437, "Concrete Admixtures". 2.2.2 Coarse Agereeate. Coarse aggregate shall be a crushed or broken aggregate conforming to Section 439.2.(1)(b), "Coarse Aggregate" of TxDOT's specification, For proprietary repair materials,the coarse aggregate shall be in conformance with the manufacturer's reconunendations.The maximum aggregate size for a Class I(shallow) repair shall not be greater than Grade 6 or half the average repair depth and for a Class II repair shall be Grade 5 or 6 in accordance with Article 421.2, "Materials" of TxDOT's specification. Coarse aggregate for a Class III (full depth) repair shall conform to the requirements for Class "S" concrete in Article 421.9., "Quality of Concrete" of TxDOT's specification. For Class I repairs the coarse aggregate shall not have an absorption exceeding three (3) percent when tested in accordance with Test Method Tex-403-A. 2.3 EQUIPMENT 7-6 All equipment shall be provided by the Contractor, subject to the approval of the Engineer and shall comply with the following: 2.3.1 Concrete Removal Equipment. Scarifying equipment shall conform to the pertinent requirements of TxDOT Item 483, "Scarifying Concrete Bridge Slab". Sandblasting equipment shall be capable of removing oil, dirt, slurry, curing compound, Iaitance, etc., from the surface of the concrete. Equipment for wet sandblasting shall be in accordance with TxDOT Item 485, "Wet Sandblasting". Sawing equipment shall be capable of sawing concrete to the specified depth. Power-driven chipping tools not heavier than the nominal 30-pound class will be permitted for the removal of concrete. Chipping hammers not heavier than the nominal 15 pound class shall be used to remove concrete beneath any reinforcing bars or along edges of repair area. 2.3.2 Proportioning and Mixing Equipment. Mixing equipment for concrete shall be as specified in TxDOT Item 421, "Portland Cement Concrete". For small areas the Contractor may mix the concrete in a small motor-driven mixer using the volume method of measuring the ingredients.The method used to measure ingredients and the mixing procedure shall be approved by the Engineer. Mixing equipment for proprietary materials shall be in accordance with the manufacturer's recommendations. 2.3.3 Placing and Finishing Equipment. Sufficient and appropriate hand tools for placing and finishing stiff plastic concrete or proprietary repair material and for working them to correct level for strike-off shall be provided. Immersion type vibrators are required for Class II and III repairs for consolidation of a concrete repair material. Vibrator compactors are required for consolidation of Class I repairs. A surface vibrator moving ahead of the finishing machine or a vibrating screed, approved by the Engineer, may be required for consolidation for Iarger repair areas. Manual type screeds with approved vibrators may be used to finish small or irregular areas. 2.4 CONSTRUCTION METHODS All areas to be repaired will be marked by the Engineer. Determination as to the class of repair will be made after the final concrete removal has been completed. The entire perimeter of the area to be repaired shall be saw-cut on the top surface to a depth of approximately one(1) inch. This saw-cutting depth may be lessened as directed by the Engineer in areas where insufficient cover is suspected so that the reinforcing steel will not be cut. For Class III repairs, the bottom surface of the deck shall be chipped around the entire perimeter of the patch area using lightweight chipping hammers to provide as near a vertical surface as possible. Feather edges around this perimeter will not be permitted.The minimum depth of repair for a Class I repair is '/a inch. 2.4.1 Concrete Removal. All loose, delaminated, spalled or fractured concrete shall be removed to sound material.A jack hammer not heavier than a nominal 30 pound class may be used for removal of loose or deteriorated concrete to a depth down to the existing top reinforcing steel.This class of jack hammer may also be used for concrete removal between existing reinforcing bars to a greater depth, but chipping hammers, not heavier than a nominal 15 pound class, shall be used for removal of concrete beneath any reinforcing bars. Care shall be taken to prevent cutting, stretching or damage to exposed reinforcing steel by direct impact of these power tools. All jack hammers and chipping hammers shall be operated at an angle of 45 degrees or less, measured from the surface of the slab and directed away from the edge of the repair perimeter. Disposal of removed material is the responsibility of the Contractor. When bond between existing concrete and reinforcing steel that will remain in place has been destroyed, the concrete adjacent to and below the bar shall be removed to a minimum one (1) inch below the bar to permit new concrete to bond to the entire periphery of the exposed bar. Any reinforcing steel damaged, cut or broken by die 7-7 Contractor's operations or with section loss due to corrosion greater than 25 percent, shall be restored with new bars of the same size by lapping or welding as directed by the Engineer. Once the bulk concrete removal has been completed, the perimeter of the area to be patched will be sounded by the Engineer to insure that the removal operation did not cause additional damage to the existing deck. Any additional damage detected during this sounding shall be repaired as specified herein at no additional cost to the Department. 2.4.2 Surface Preparation. Prior to placing repair materials, all exposed reinforcing steel and newly exposed concrete surfaces shall be cleaned by wet or dry sandblasting.The surface shall then be cleaned by water blasting. For a concrete repair material, the prepared surface shall be moist and in an approximately saturated surface dry condition before placing the repair material but should not have any standing water. Surface conditions for proprietary materials shall be in accordance with the manufacturer's recommendations.Bonding grout or epoxy is not required for Class III repairs. Class I and II repairs will require the use of a bonding agent. The bonding agent may be a Portland cement or latex modified Portland cement grout, or an epoxy system. Immediately before placing the repair material, a thin uniform coating of bonding agent shall be scrubbed into the prepared surface. Care shall be exercised to insure that all surfaces, including vertical faces, receive a thorough, even coating and that no excess bonding agent is permitted to collect in pockets. The bonding agent shall be applied so that it does not become dry prior to application of the repair material. The manufacturer's recommendations for bonding agents shall be followed for proprietary materials. Form work for Class III repairs shall comply with the provision of Article 420.9., "Forms" TxDOT specification and the method of attachment shall be approved by the Engineer. 2.4.3 Placing and Finishing Repair Materials. Unless approved by the Engineer,concrete or proprietary repair materials shall not be placed when the air temperature(taken in the shade away from artificial heat) is below 50 F.The temperature of the concrete when placed shall be between 50 F and 85 F. The replacement material shall be placed and struck off slightly above final grade. T shall then be mechanically consolidated and screeded to final grade. All concrete for Class 11 and Ill repairs shall be vibrated to insure complete consolidation into corners and angles of the edges. Hand finishing with a float may be required in order to produce a tight, uniform surface. The Engineer will specify the type of surface finish in accordance with Article 20.19, "Finish of Roadway Slabs". 2.4.4 Curing. Repairs made using concrete shall receive a wet burlap cure as soon as possible after the concrete has been textured. Failure to apply the wet burlap before the repaired area has dried out or cracked shall be cause for rejection of the repair so affected. The wet burlap shall be wet continuously until the repaired area is opened to traffic, but not longer than eight(8) days, The surface temperature of the repair shall be maintained above 40 F for the required curing period. Form work for Class III repairs shall remain in place for the specified curing period. Curing of proprietary repair materials shall be in accordance with the manufacturer's recommendations. Rejected repair areas shall be removed and replaced at no additional cost to the Department. Any cracks visible in the repair area or around the perimeter of the repair area shall be sealed no sooner than 24 hours after the required curing has been completed. The material used to seal these cracks may be a proprietary crack sealer such as methacrylate or a super low viscosity epoxy subject to prior approval by the Engineer. 2.5 MEASUREMENT Bridge deck repairs will be measured by the square foot of surface area for the various classes of repairs(Class I,II and III). When a repair involves multiple depths, the areas for each class will be measured separately. 7-8 2.6 PAYMENT The work performed and material furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid for"Bridge Deck Repair of the various classes and subclasses specified. A bid price shall be provided for each of the three classes of repair(1, II and III). The subclass(return to service time) will be determined by the Engineer and will remain the same for all classes of a given repair.These prices shall be full compensation for furnishing and placing all materials, removing and disposing of all loose or deteriorated concrete, saw-cutting, cleaning and/or replacing of reinforcing steel, and for all labor, equipment,tools and incidentals necessary to complete the work. PAY ITEM NO.5 —CRACK SEALING FOR BRIDGE DECKS: 5.1 DESCRIPTION This Item shall govern for the surface sealing of multiple indiscriminate cracks in concrete bridge decks as herein specified and as directed by the Engineer.These cracks are generally the result of shrinkage and creep stresses and are not flexural in nature or cause.The sealing will be accomplished by a topical application of epoxy as specified herein. 5.2 MATERIALS The crack sealing material shall be a very low viscosity epoxy conforming to the requirements listed below. The epoxy selected by the Contractor shalt be approved by the Engineer prior to use. Epoxy.This material is intended for use in sealing cracks in concrete and restoring it's structural integrity. This material shall be of such a consistency that allows the filling of the voids in concrete by gravity flow. The epoxy shall have the ability to bond to damp surfaces without cracking, shrinking or swelling. This epoxy shall be two-compound material and shall meet the following requirements: Property Requirements Standard Viscosity 125 cps,maximum Tex-6144 Tack Free Time 5 to 7 hours,Range ASTM-D1640 Gel Time 25 min.minimum Tex-6144 Compressive Strength 4030 ksi(based on a secant modulus at 45%) Wet Strength 350 psi minimum Tex-6144 Information on the epoxy selected shall be submitted to the Engineer for review and approval at least three business days prior to application. This information shall include a manufacturer's certification that the material meets all of the above requirements as well as the manufacturer's recommendations for storage, mixing and application.At the Engineer's discretion,a one-gallon sample of the primary component and an appropriate amount of the secondary component(s) shall be submitted for testing and acceptance.The sample shall be taken from the same batch or lot number as the material to be used. The epoxy shall be delivered to the job site in the original manufacturer's unopened containers. All containers shall be well-sealed and clearly labeled showing the resin or hardener components, brand name, name of manufacturer, lot or batch number, temperature range for storage,expiration date and the quantity contained therein. Aamregate. For skid resistance and traction,an aggregate will be spread while the epoxy is still tacky. The aggregate to be used will be indicated on the plan and/or as directed by the Engineer. The aggregate shall be either a Grade 5 aggregate per TxDOT Item 302, "Aggregates for Surface Treatments", a sand conforming to the gradation listed below or a combination of the sand and the Grade 5 aggregate. Sand shall be finely graded, oven dry mason's sand meeting the following: 7-9 Sieve Size Percent Passinu No.4 100 No. 8 95/100 No.40 15/70 No. 100 2/15 Sand Equivalent 80 Min. 5.3 EQUIPMENT The Contractor shall provide all equipment necessary to prepare the deck surface for the sealer application. This equipment includes, but is not limited to, the following: Power sweepers, air compressor with sand and/or water blasting equipment,vacuum cleaners and brooms. Equipment for sealer mixing and application shall include, but is not limited to, the following: Electric drill with paddle mixer,buckets for material distribution, squeegees,rollers and brooms in accordance with the manufacturer's recommendations. Equipment for distribution of the aggregate shall include,but is not limited to,the following: V- box and/or tailgate spreaders for large areas and drop-spreaders (fertilizer-type) for smaller areas.Land distribution will be allowed only for very small areas or discrete cracks. Safety Equipment for material handling and application shall comply with the manufacturer's recommendations. 5.4 SURFACE PREPARATION Surface preparation shall be accomplished by power-sweeping the entire surface to be treated and blowing the cracks out with compressed air to remove all traces of dirt,dust, and, gravel or other debris. In some cases,debris may be mixed with silt and water,thus forming a crust,which sealed the top of the crack. These cases shall require high-pressure sand or water blasting to remove this crust. All laitanee, grease, oils, curing compounds, waxes, impregnation's or other coatings which could interfere with the penetration of the sealer into the cracks shall be removed by sand blasting or other approved methods. All debris shall be collected and properly disposed of by the Contractor. The epoxy shall not be applied after a rain or after water-blasting until at least three(3)days of no precipitation have followed.The substrate shall be dry. The manufacturers recommendations for surface preparation shall be followed if they are different from those listed above. Large cracks, greater than 1/8", shall be prefilled with dry sand prior to epoxy application. Cracks that extend completely through the deck may need to be sealed from below the deck to preventleakage. 5.5 EPDXY APPLICATION The epoxy shall be applied when the ambient and substrate temperatures are between 40°F and 85°F. The concrete to be sealed shall be a minimum of 28 days old. The epoxy will work best if applied during the coolest part of the day when the cracks are widest. This will also increase the working time of the epoxy. The epoxy shall not be applied if rain is expected within 12 hours of application. The epoxy components should be mixed according to the manufacturer's directions. Mix only that quantity which can be used within its pot life. The epoxy shall be temperature conditioned prior to installation according to the manufacturer's reconunendations. 7- 10 The epoxy shall be applied to horizontal surfaces by roller, squeegee or broom. The mixed sealer shall be poured over all visible cracks. The material shall be allowed to pond over the cracks for five(5)to 10 minutes. This ponding procedure shall be repeated until the cracks are sealed.Care should be taken not to allow the epoxy to stiffen in these ponded areas. The material shall then be spread out over the substrate before it sets. The sealer shall not be allowed to flow into expansion joints. Areas within two feet of an expansion joint shall be carefully treated to insure that there is no leakage of the epoxy into the joint. If directed by the Engineer and/or as indicated in the Plans,the entire prepared surface shall be sealed after all visible cracks have been sealed. The epoxy shall be poured onto the substrate and spread using rubber squeegees,rollers or brooms.The material shall be allowed to penetrate into the fine cracks and pores of the. substrate, This operation shall continue until the entire surface has been sealed. Excess material shall be removed from the tined grooves by brooming or other methods. The finish appearance of the substrate should be wet looking with no visible surface film. Immediately after final epoxy application,or within 10 minutes, the treated area shall be covered with a broadcast of the aggregate at a rate of 7 to 9 pounds per 30 square feet of treated area. Foot and vehicular traffic shall be kept to the minimum necessary to spread the sand. Hand distribution of the aggregate will not be permitted over large areas. The bridge may be opened to traffic after the epoxy has cured according to the manufacturer's minimum recommendations and excess aggregate has been removed. 5.6 MEASUREMENT This Item will be measured by the square footage of bridge deck to be sealed. 5.7 PAYMENT The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid for "Crack Sealing for Bridge Decks". This price shall be full compensation for all materials, tools, labor, equipment and incidentals required to perform the work described herein. PAY ITEM NO. G-SEAL BRIDGE DECK JOINTS WITH SILICONE: Open joints that allow water from the deck to penetrate the deck shall be sealed with a silicone treatment to a minimum depth of 1/2 inch. Silicone sealant shall conform to TxDOT Special Specification 4454 and shall consist of a two-part, rapid curing, self-leveling, cold applied silicone material that cures to a low-modulus rubber upon exposure to atmospheric moisture. Joints shall be cleaned of all joint seals, old expansion materials/devices, bituminous material, dirt, grease, and all other deleterious material. All joints must be dry,clean,and moisture free and prepared as recommended by the manufacturer. Sealant shall be mixed and placed in accordance with manufacturer's recommendations when the temperature is 45°F and rising. Sealant shall be depressed 1/2"from any riding surface. Sealant will be measured by linear feet. PAY ITEM NO, 7—REPAIR/REPLACE BRIDGE RAILINGS: Two(2)sections of aluminum railing must be replaced in-kind or as approved by Engineer. PAY ITEM NO. 8-REPAIR OF DAMAGED RAILING CONNECTIONS: Contractor shall remove and replace anchor bolts and repair damaged concrete, which on the basis of inspection during construction are deemed necessary by the Engineer. This work will include replacing deck structure materials removed in the process of replacing the deteriorated bolts, in accordance with applicable provisions of the Standard Specifications for Construction of Highways, Streets, and Bridges, 1993, Texas Department of Transportation. PAY ITEM NO.9-PATCH DEFECTIVE SURFACES ON CONCRETE: 7- 11 At locations where concrete has delaminated, spalled, or has other superficial defects, Contractor shall clean surface and apply epoxy based grout to restore and seal concrete surface. Grout material to be approved by Engineer and applied in conformance of manufacturer's recommendations. PAY ITEM NO. 10—PLOWABLE BACKFILL: Flowable backfill shall conform to T.rDOT Special ,Specification 4438 and shall be placed without consolidation and result in the filling of all voids. The Engineer may require flowable backfill to contain shrinkage compensator or other admixtures that improve flowability, reduce segregation or otherwise improve the suitability of the material for the specific application. All admixtures shall be proportioned in accordance with manufacturer's recommendations. This item will be paid for by the cubic yards of material placed and will be measured in a manner approved by the Engineer. PAY ITEM NO. I 1 -BRIDGE PAINTING: 11.1 DESCRIPTION This Item will cover surface preparation,existing paint removal and repainting. 11.2 MATERIALS All paints are required to comply with TxDOT SPEC.D-9-8100 and shall be purchased in open market. Approved paints(Essex Green or approved by Engineer)are: Sherwin-Williams rust penetrating Macropoxy 920 preprime B58TI01/1358V 1, Sherwin-Williams Reeoatable Epoxy Primer B67A5/B67V5, Sherwin-Williams Hi-Solide Polyurethane B65 300 series/1360V30 paint,and Approved Equals 11.3 CONSTRUCTION METHODS Methods of surface preparation and repainting will be according to TXDOT 1993 Specifications (Item 446). 11.3.I Cleaning. Contractor shall hand remove all loose corrosion to steel,primer and paint. Concrete columns and footings to which railings are attached,shall also be cleaned of rust stains and road oils. 11.3.2 Cleaning of Steel Structures. All steel surfaces to be treated under this contract shall first be power washed at a minimum of 3000 psi and 3-4 gpm water to remove foreign materials. Any paint placed on the surrounding concrete shall be removed immediately. Rigging and scaffolding shall be sufficient to make all of the work readily accessible for proper performance of cleaning and painting operations as well '. as proper inspection and measurement by the Engineer or his representative prior to and after each application of surface treatments. Contractor will be required to meet the rules and regulations for worker safety in a leaded environment. The rule and regulations include,but are not limited to the following: Contractor, at his expense, shall exercise the necessary precautions to contain refuse, dust and paint overspray generated during cleaning and painting operations. Containment shall be such that all falling material is completely contained and collected daily and stored in appropriate containers at a site approved by the Engineer. Hazardous and non-hazardous refuse will be stored separately. Disposal of collected non-hazardous refuse shall be at the Contractor's expense and in accordance with Federal, State and local rules and regulations. The Contractor is responsible for the security of refuse until disposal is completed. Materials containing leachable hazardous metals shall be disposed of as in accordance with Federal, State and local rules and regulations,at the Contractor's expense. 7- 12 11.3.3 Paint Removal and Disnosal. The Contractor is responsible for compliance with applicable Federal and State regulations and industry standards when performing the work of paint removal,handling and disposal,including but not limited to: a. Removal of Lead Coatings: ANSI Z88.2,29 CFR 1910,29 CFR 1926,30 TAC 106, and 30 TAC 111. b. Identification and Classification of Wastes: 40 CFR 260—262,and 30 TAC 335. C. Transportation and Disposal of Lead Materials: 40 CFR 263,40 CFR 268,49 CPR 171— 173,49 CFR 178,and 30 TAC 335. d. Nuisance: 30 TAC 101.4 e. Dry Abrasive Cleaning: 30 TAC 106.452 f. Other Sources: 30 TAC 111.111 (a)(8) The Contractor is responsible for the control of waste material generated during the Project. The Contractor shall utilize a shroud/tarp in a manner that protects the surrounding environment and collects all waste material generated at the site. The type of shroud/tarp is to be approved of in advance,prior to use.Any shroud/tarp used during the Project shall be free of holes or tears and shall be anchored to the bridge.If one or more shrouds/tarps are utilized in series the seams shall overlap. Waste material shall be removed from the shroud/tarp frequently and waste material shall be stored in DOT approved 55-gallon steel drums. Waste generated from the project shall be using Portland Cement Concrete, (item#408, City Specs.) in order to reduce the ability of the Lead to leach from the waste. By stabilizing in waste material, the resulting material should gain a Non- Hazardous Waste classification. All waste shipment manifests must be reviewed, approved, and signed by a City representative. The disposal site is to be approved of by the City,prior to any shipments. 11.3.4 Steel Primer and Paint. One (1) coat of Sherwin-Williams rust penetrating Macroproxy 920 preprime B58T101/B58VI, or approved equal, shall be applied 2.0 nils DFT over entire steel surface. An additional coat of Sherwin-Williams Recoatable Epoxy Primer B67A5/B67V5,or approved equal,shall be applied 6.0 mils DFT to areas where bare metal is exposed. Two (2) coats of Sherwin-Williams Hi- Solide Polyurethane B65 300 series/B60V30 paint, or approved equal, shall be applied over primed surfaces at 3.0 to 4.0 mils DFT each coat. Color shall be dark green (color match Sherwin Williams Essex Green) and subject to approval of Engineer. The complete coating system shall be supplied by the same manufacturer and applied in accordance with manufacturer's specifications. If,after the final prime coat and before the appearance coat has been applied, time has lapsed such that road film from rain or other occurrences have contaminated the primed surface, the entire primed surface of the structure will be pressure washed using a biodegradable detergent and flushed with clean fresh water and thoroughly dried before application of the appearance coat. The Contractor shall secure from the paint manufacturer labor form LSB-OOS-4,"Materials Safety Data Sheet"for each of the coatings to be used on this project. 11.4 MEASUREMENT 7- 13 i Bridge Beam Painting will be paid lump sum. 11.5 PAYMENT The work performed and materials furnished in accordance with this Item and measured as provided under"Measurement"will be paid for at the unit price bid for bridge beam painting as specified. This price shall be full compensation for all materials, labor,equipment, supervision, and related services. PAY ITEM NO. 12-CLEAN AND APPLY EPDXY SEALANT ALONG TOPS OF BENTS: Contractor shall first clean tops of all concrete bents of debris, soot and other foreign materials using power washing in the sante manner prescribed for steel surfaces in S-9. These surfaces will then be sealed to prevent penetration along the horizontal surface and upper six(6")inches of each bent,using an epoxy based surface treatment to be approved by the Engineer. Color of treatment shall be concrete gray. PAY ITEM NO 13-CLEAN OIL AND PAINT BEARINGS: Rust and foreign materials shall be removed, and bearings shall be primed and painted in same manner as steel superstructure(PAY ITEM NO. 10). PAY ITEM NO. 14—REMOVE AND REPLACE SIDEWALKS: Contractor shall remove existing materials as may be required, and replace with standard sidewalk after filling any void underneath with flowable fill material. PAY ITEM NO. 15--CURB REPAIR: Broken curb will be cleaned and deteriorated concrete materials removed, and epoxy grout used to form new curbing. PAY ITEM NO. 16—REPLACE DETERIORATED/DAMAGED GUARDRAILING: Guardrail to be replaced in conformance with TxDOT standards. Bridge ends of railing to be connected securely to bridge wingwalls. Downstream traffic ends of railing to be turned into ground. PAY ITEM NO. 17— TRAFFIC CONTROL: Work shall conform to TxDOT 1993 Specifications Item 672.1 and Item 672.2, except that the Contractor will submit a plan that bears the seal of a Registered Professional Engineer. This plan must be approved by the Engineer in writing (TPW Construction Management). Advance Electronic Warning Signs will be required during work on bridge decks. 7- 14 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 to 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. i' Nonresident vendors in (give State), our principal place of business, are not required to underbid resident bidders. B. Ourp rinci al lace of business or corporate offices are in the State of Texas. Lam' p p BIDDER: , iC By: t�1� �C � (Please print) Signature: ( fv Title: \/ICU t jl DQ4l city State Zip (Please print) THIS FORM MUST BE RETURNED WITH YOUR QUOTATION 8- 1 /�COR/ DATE(MM/DD/YY) �`1(� {J,� CERTIFICATE OF LIABILITY INSURANCE 10/15/2003 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION lyAllied N. America Corp. of Tx ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 12770 Colt Road, Suite 750 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Dallas, TX 75251 1 (972)455-1400 F:(972)387-8837 INSURERS AFFORDING COVERAGE INSURED INSURER A: St. Paul Fire & Marine Ins Co Gibson & Associates, Inc. INSURER B: Great American Insurance Co P. O. Box 800579 INSURER c: Balch Springs, Texas 75180 INSURER D: INSURER E: ;COVERAGES ITHE 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,AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. aNSR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATIO =LTR DATE MM/DD/YY, DATE/6AM/DD/YY LIMITS GENERAL LIABILITY EACH OCCURRENCE 1,000,000 A X COMMERCIAL GENERAL LIABILITY KC09100084 06/30/03 06/30/04 FIRE DAMAGE(Any one fire) 100,000 CLAIMS MADE X OCCUR MED EXP(Anyoneperson) 10,000 PERSONAL&ADV INJURY 1,000,000 GENERALAGGREGATE 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG 2,000,000 POLICY X PRO- LOC AUTOMOBILE LIABILITY A X ANY AUTO KV09100071 06/30/03 06130/04 COMBINEDaaccidn SINGLE LIMIT $ 1,000,000 Ea accident ALL OWNED AUTOS BODILY INJURY �l SC4 fEDULED AUTOS (Per person) $ X I HIRED AUTOS BODILY INJURY X ;ON-OWNED AUTOS (Per accident) $ y. PROPERTYDAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT ANY AUTO - OTHER THAN EA ACC AUTO ONLY: AGG $ B EXCESS LIABILITY TUU6627606 06/30/03 06/30/04 EACH OCCURRENCE $ 10 000,000 ( X OCCUR CLAIMS MADE AGGREGATE 10,000 000 I DEDUCTIBLE RETENTION $ $ A WORKERS COMPENSATION AND WVS9100102 06/30/03 06/30/04 WC STATU- OTH- EMPLOYERS'LiABILi i: X TORY LIMITS ER E.L.EACH ACCIDENT 1,000,000 E.L.DISEASE-EA EMPLOYEE $ 1,000 000 OTHER E.L.DISEASE-POLICY LIMIT $ 1,000,000 ) IDESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Project; Bridge Repair and Painting Certificate Holder Is named Additional Insured, If required by written contract and signed by Named Insured, for coverages except Workers' ` � Compensation. -OCT 2 Q 2001 ;ERTIFICATE HOLDER ADDITIONAL INSURED;INSURER LETTER: CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL City o f Fort Worth - Department of IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND U ON THE INSURER,ITS AGENTS OR Transportation and Public Works 7!!A% <L 0 0 0 Throckmorton S t. :.port Worth Texas 76102 ACORD 25-S(7/97) © RD CORPORATION 1988 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 Project Bridge Repair and Repainting North Beach Street over West Fork of Trinity River, South Main Street over BNSF Railroad, East Berry Street over Sycamore Creek and East Northside Drive over West Fork of Trinity River 2003-17 and City of Fort Worth Project No. GS93-020930260620. CONTRACTOR: By: Name: I I C�11 h&)tA Title: Date: I l Dx STATE OF TEXAS § COUNTY OF TARRANT § Before me, the undersigned authority, on this day personally appeared known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act and deed of for the purposes and consideration therein expressed and in the capacity therein stated. Given Under My Hand and Seal of Office this `Z1 day of , 2063. CRYSTAL COPENHAVERo&ry Public inAnd for the State of NOTARY PUBLIC Texas STATE OF TEXAS 8-12-2006 �F s�+� My Comm.Exp. Bond No. 8193-28-05 PERFORMANCE BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we, (1) Gibson & Associates, Inc. , as Principal herein, and (2) Federal Insurance Company a corporation organized under the laws of the State of (3) Indiana , 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 Hundred Forty Eight Thousand, Nine Hundred Forty Five Dollars and No Cents Dollars $548,945.00 ) for the payment of which sum we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Principal has entered into a certain written contract with the Obligee dated the 30th day of September , 2003, a copy of which is attached hereto and made a part hereof for all purposes, for the construction of Bridge Repair and Repainting North Beach Street over West Fork of Trinity River, South Main Street over BNSF Railroad, East Berry Street over Sycamore Creek and East Northside Drive over West Fork of Trinity River 2003-17 Proiect No. GS93-020930260620. NOW, THEREFORE, the condition of this obligation is such, if the said Principal shall faithfully perform the work in accordance with the plans, specifications, and contract documents and shall fully indemnify and hold harmless the Obligee from all costs and damages which Obligee may suffer by reason of Principal's default, and reimburse and repay Obligee for all outlay and expense that Obligee may incur in making good such default, then this obligation shall be void; otherwise, to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of such statute, to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have executed this instrument. 0th SIGNED and SEALED this 3day of September , 2003. Gibson & Associates, Inc. PRINCIPAL T: By: Name:� ( �11 .� Gi IyyyAj (Principal) Secretary Title: VI CL PC-eSil-x�� (S E A L) Address: P. 0. Box 800579 Balch Springs, TX 75180-0579 ess as to ' ` i `al it l Federal Insurance Company SURETY ATTEST: By: Name: Robbi Morales Secretary Attorney in Fact (S E A L) Address: 2711 N. Haskell Ave. , Suite 800 Dallas TX 75204 f' /'/ Witnes$'as to Surety Telephone Number: 214/989-0000 e NOTE: (1) Correct name of Principal (Contractor). I (2) Correct name of Surety. (3) State of incorporation of Surety Telephone number of surety must be stated. In addition, an original copy of - Power of Attorney shall be attached to Bond by the Attorney-in-Fact. The date of bond shall not be prior to date of Contract. Bond No. 8193-28-05 PAYMENT BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we, (1) Gibson & Associates, Inc. , as Principal herein, and (2) Federal Insurance Company a corporation organized and existing under the laws of the State of (3) Indiana , as surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation located in Tarrant and Denton Counties, Texas, Obligee herein, in the amount of Five Hundred Forty Eight Thousand, Nine Hundred Forty Five Dollars and No Cents Dollars ($548,945.00) for the payment whereof, the said Principal and Surety bind themselves and their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents: WHEREAS, the Principal has entered into a certain written contract with the Obligee dated the 30th day of September , 2003, which contract is hereby referred to and made a part hereof as if fully and to the same extent as if copied at length, for the following project: Bridge Repair and Repainting North Beach Street over West Fork of Trinity River, South Main Street over BNSF Railroad, East Berry Street over Sycamore Creek and East Northside Drive over West Fork of Trinity River 2003-17 Project No. GS93-020930260620. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully make payment to each and every claimant (as defined in Chapter 2253, Texas Government Code, as amended) supplying labor or materials in the prosecution of the work under the contract, then this obligation shall be void; otherwise, to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statute, to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have executed this instrument. SIGNED and SEALED this 30th day of September , 2003. Gibson & Associates Inc PRINCIPAL ST: By: Name: �,y i I 1 jnm a. (Principal) Secretary Title: Wei Oe-nt (S E A L) Address: P. 0. Box 800579 Balch Springs, TX 75180-0579 mess as to o\7al Federal Insurance Companv SURETY TEST: By: Name: Robbi Morales Secretary Attorney in Fact (S E A L) Address: 2711 N. Haskell Ave. , Suite 800 Dallas, TX 75204 GGF� � _ LLGfo�f—vim Witness/as to Surety Telephone Number: 214/989-0000 NOTE: (1) Correct name of Principal (Contractor). (2) Correct name of Surety. (3) State of incorporation of Surety Telephone number of surety must be stated. In addition, an original copy of Power of Attorney shall be attached to Bond by the Attorney-in-Fact. The date of bond shall not be prior to date of Contract. r Bond No. 8193-28-05 MAINTENANCE BOND THE STATE OF TEXAS § COUNTY OF TARRANT § KNOW ALL BY THESE PRESENTS: That Gibson &Associates, Inc. ("Contractor"), as principal, and, Federal Insurance Company a corporation organized under the laws of the State of Indiana ("Surety"), do hereby acknowledge themselves to be held and bound to pay unto the City of Fort Worth, a Municipal Corporation chartered by virtue of Constitution and laws of the State of Texas, ("City") in Tarrant County, Texas, the sum of Five Hundred Forty Eight Thousand, Nine Hundred Forty Five Dollars and No Cents Dollars ($548,945.00), lawful money of the United States, for payment of which sum well and truly be made unto said City and its successors, said Contractor and Surety do hereby bind themselves, their heirs, executors, administrators, assigns and successors,jointly and severally. This obligation is conditioned, however, that: WHEREAS, said Contractor has this day entered into a written Contract with the City of Fort Worth, dated the 301h of September , 20 03, a copy of which is hereto attached and made a part hereof, for the performance of the following described public improvements: Bridge Repair and Repainting North Beach Street over West Fork of Trinity River, South Main Street over BNSF Railroad, East Berry Street over Sycamore Creek and East Northside Drive over West Fork of Trinity River 2003-17 the same being referred to herein and in said contract as the Work and being designated as project number(s) GS93- 020930260620 and said contract, including all of the specifications, conditions, addenda, change orders and written instruments referred to therein as Contract Documents being incorporated herein and being made a part hereof; and, WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work that it will remain in good repair and condition for and during a period of after the date of the final acceptance of the work by the City; and WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term of 2 (Two) Years ; and WHEREAS, said Contractor binds itself to repair or reconstruct the Work in whole or in part at any time within said period, if in the opinion of the Director of the City of Fort Worth Department of Engineering, it be necessary; and, WHEREAS, said Contractor binds itself, upon receiving notice of the need therefore to repair or reconstruct said Work as herein provided. NOW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or reconstruct said Work in accordance with all the terms and conditions of said Contract, these presents shall be null and void, and have no force or effect. Otherwise, this Bond shall be and remain in full force and effect, and the City shall have and recover from Contractor and Surety damages in the premises as prescribed by said Contract. This obligation shall be a continuing one and successive recoveries may be had hereon for successive breaches until the full amount hereof is exhausted. IN WITNESS WHEREOF, this instrument is executed in 6 counterparts, each of which shall be deemed an original, this 30th day of September-, A.D. 2003. Gibson & Associates, Inc. PRINCIPAL ATTEST: By: Name: (Principal) Secretary Title: Vl LL (S E A L) Address: P. 0. Box 800579 Balch Springs, TX 75180-0579 i in. to ss as 7 Federal Insurance Company SURETY A EST: By: ��rZ Name: Robbi Morales Secretary Attorney in Fact (S E A L) Address: 2711 N. Haskell Ave. Suite 800 Dallas, TX 75204 F Witness to Surety Telephone Number: 214/989-0000 NOTE: (1) Correct name of Principal (Contractor). t (2) Correct name of Surety. (3) State of incorporation of Surety Telephone number of surety must be stated. In addition, an original copy of Power of Attorney shall be attached to Bond by the Attorney-in-Fact. The date of bond shall not be prior to date of Contract. Chubb POWER Federal insurance Company Attn: Surety Department OF Vigilant insurance Company 15 Mountain View Road }ctFw.rtaa Surer/ ATTORNEY Pacific Indemnity Company Warren,NJ 07059 Know All by Theis Presents, That FEDERAL INSURANCE COMPANY, an Indiana corporation, VIGILANT INSURANCE COMPANY, a New York corporation,and PACIFIC INDEMNITY COMPANY,a Wisconsin corporation,do each hereby constitute and appoint Lisa M. Bonnot, Don E. Cornell, Anuj Jain, Chris J. Kutter, Robbi Morales, Luke J. Nolan, Jr. , Jerry 5P. Rose and Sheila M. Young of Dallas, Texas----------------------------------------------- each as their true and lawful Attorney-in-Fact to execute under such designation in their names and to affix their corporate seals to and deliver for and on their behalf as surety thereon or otherwise, bonds and undertakings and other writings obligatory in the nature thereof(other than ball bonds) given or executed in the course of business, and any instruments amending or altering the same, and consents to the modification or alteration of any instrument referred to in said bonds or obligations. In Witness Whereof, said FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY have each executed and attested these presents and affixed their corporate seals on this 13th day of August, 2003 Kenneth C.Wendel,Assistant Secreta Fran E.Robe resident 'STATE OF NEIN JERSEY County of Somerset as. On this 13th day of August, 2003 ,before me,a Notary Public of New Jersey, personally came Kenneth C. Wendel, to me known to be Assistant Secretary of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY,the companies which 'executed the foregoing Power of Attorney,and the said Kenneth C.Wendel,being by me duly sworn,did depose and say that he is Assistant Secretary of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY and knows the corporate seals thereof,that the seals affixed to the foregoing Power of Attorney are such corporate seals and were thereto affixed by authority of the By-Laws'of said Companies;and that he signed said Power of Attorney as Assistant Secretary of said Companies by like authority;and that he Is acquainted with Frank E. Robertson,and ,knows him to be Vice President of said Companies;and that the signature of Frank E. Robertson, subscribed to said Power of Attorney is in the genuine handwriting of Frank E.Robertson,and was thereto subscribed by authority of said By-Laws and In deponent's presence. Notarial Seal �RUMA�t<` Notary Public State of New Jersey �Q IOTA R y-A No.2297116 Commission Expires February 25,2008 PORLIG y�dl'JERS� otary Pub53 CERTIFICATION Extract from the By-Laws of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY: "All powers of attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company,either by the Chairman or the President or a Vice President or an Assistant Vice President,Jointly with the Secretary or an Assistant Secretary,under their respective designations. The signature of such officers may be engraved, printed or lithographed. The signature of each of the following officers: Chairman, President, any Vice President, any Assistant Vice President,any Secretary, any Assistant Secretary and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Assistant Secretaries or Attomeys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it Is attached' Kenneth C. Wendel, Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY(the"Companleal do hereby certify that (1) the foregoing extract of the*-Laws of the Companies Is true and correct, (IQ the Companies are duty licensed and authorized to transact surety business in all 50 of the United States of America and the District of Columbia and are authorized by the U.S.Treasury Department; further, Federal and Vigilant are licensed in Puerto Rico and the U.S. Virgin Islands,and Federal Is licensed in American Samoa,Guam,and each of the Provinces of Canada except Prince Edward island;and (IN) the foregoing Power of Attorney is true,correct and In full force and effect. ?,Iven under my hand and seals of said Companies at Warren,NJ this 30th day of September, 2003 Kenneth C.Wendel,Assistant Secretary IN THE EVENT YOU WISH TO NOTIFY US OF A CLAIM, VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF ANY OTHER MATTER, PLEASE CONTACT US AT ADDRESS LISTED ABOVE,OR BY Telephone (908) 903-3497 Fax(908)903-3656 e-mail: surety@chubb.com r6nn 15-10-M5A (Ed.10-02) CONSENT This Notice pertains to the following Surety Bond issued by a member insurer of the Chubb Group of Insurance Companies,Including Federal Insurance Company,Vigilant Insurance Company and Pacific Indemnity Company. Bond Number: 8193-28-05 POLICYHOLDER DISCLOSURE NOTICE TERRORISM RISK INSURANCE ACT OF 2002 You are hereby notified that pursuant to the Terrorism Risk Insurance Act of 2002 (the "Act') effective November 26, 2002, we are making available to you coverage for losses arising out of certain acts of international terrorism. Terrorism is defined as any act certified by the Secretary of the Treasury, in concurrence with the Secretary of State and the Attorney General of the United States, to be an act of terrorism; to be a violent act or an act that is dangerous to human life, property or infrastructure; to have resulted in damage within the United States, or outside the United States in the case of an air carrier or vessel or the premises of a United States Mission; and to have been committed by an individual or individuals acting on behalf of any foreign person or foreign interest, as part of an effort to coerce the civilian population of the United States or to influence the policy or affect the conduct of the United States Government by coercion. Coverage for acts of terrorism is already included in the captioned Surety Bond. r You should know that, effective November 26, 2002, any losses caused by acts of terrorism covered by your Surety Bond will be partially reimbursed by the United States under the formula set forth in the Act. Under this formula, the United States of America pays 90% of covered terrorism losses that exceed the statutorily established deductible to y be paid by the insurance company providing the coverage. The portion of your premium that is attributable to coverage for such acts of terrorism is zero, because we could not distinguish (and separately charge for) acts of terrorism from other causes of loss when we calculated your premium. If you have any questions about this notice,please contact your agent or broker. IcHusal i I CITY OF FORT WORTH, TEXAS CONTRACT THE STATE OF TEXAS KNOW ALL MEN BY THESE PRESENTS: COUNTY OF TARRANT This agreement made and entered into this the 30t`' day of September , 20 03 by and between the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas, organized and existing under and by virtue of a special charter adopted by the qualified voters within said City on the 11th day of December, A.D., 1924, under the authority (vested in said voters by the "Home Rule" provision) of the Constitution of Texas, and in accordance with a resolution duly passed at a regular meeting of the City Council of said city, and the City of Fort Worth being hereinafter termed Owner, and Gibson &Associates, Inc. HEREINAFTER CALLED Contractor. WITNESSETH: That said parties have agreed as follows: 1. That for and in consideration of the payments and agreements hereinafter mentioned to be made and performed by the Owner, and under the conditions expressed in the bond bearing even date herewith, the said Contractor hereby agrees with the said Owner to commence and complete the construction of certain improvements described as follows: BRIDGE REPAIR AND REPAINTING NORTH BEACH STREET OVER WEST FORK OF TRINITY RIVER SOUTH MAIN STREET OVER BNSF RAILROAD EAST BERRY STREET OVER SYCAMORE CREEK EAST NORTHSIDE DRIVE OVER WEST FORK OF TRINITY RIVER 2003-17 Designated as project number, GS93-020930260620 2. That the work herein contemplated shall consist of furnishing as an independent contractor all labor, tools, appliances and materials necessary for the construction and completion of said project in accordance with the Plans and Specifications and Contract Documents prepared by the Transportation and Public Works Department of the City of Fort Worth adopted by the City Council of the City of Fort C-1 Worth, which Plans and Specifications and Contract Documents are hereto attached and made a part of this contract the same as if written herein. 3. The Contractor hereby agrees and binds himself to commence the construction of said work within ten (10) days after being notified in writing to do so by the Transportation and Public Works Department of the City of Fort Worth. 4. The Contractor hereby agrees to prosecute said work with reasonable diligence after the commencement thereof and to fully complete and finish the same ready for the inspection and approval of the Transportation and Public Works Department of the City of Fort Worth and the City Council of the City of Fort Worth within a period of 90(Ninety) working days. If the Contractor should fail to complete the work as set forth in the Plans and Specifications and Contract Documents within the time so stipulated, plus any additional time allowed as provided in the General Conditions, there shall be deducted from any monies due or which may thereafter become due him, the sum of$ 315.00 per working day, not as a penalty but as liquidated damages, the Contractor and his Surety shall be liable to the Owner for such deficiency. 5. Should the Contractor fail to begin the work herein provided for within the time herein fixed or to carry on and complete the same according to the true meaning of the intent and terms of said Plans, Specifications, and Contract Documents, then the Owner shall have the right to either demand the surety to take over the work and complete the same in accordance with the Contract Documents or to take charge of and complete the work in such a manner as it may deem proper, and if, in the completion thereof, the cost to the said City shall exceed the contract price or prices set forth in the said Plans and Specifications made a part hereof, the Contractor and/or its Surety shall pay said City on demand in writing, setting forth and specifying an itemized statement of the total cost thereof, said excess cost. 6. Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not ant such iniuM damage or death is caused, in whole or C-2 in part, by the ne_gli_gence or alleged neplipence of Owner, its officers, servants, or employees. Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or destruction to property of the Owner arising from the performance of any of the terms and conditions of this Contract, whether or not any such injury or damage is caused in whole or in part by the negligence or alleged negligence of Owner, its officers, servants or employees. In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. 7. The Contractor agrees, on the execution of this Contract, and before beginning work, to make, execute and deliver to said City of Fort Worth good and sufficient surety bonds for the faithful performance of the terms and stipulations of the Contract and for the payment to all claimants for labor and/or materials furnished in the prosecution of the work, such bonds being as provided and required in Texas Government Code Section 2253, as amended, in the form included in the Contract Documents, and such bonds shall be 100 percent (100%) of the total contract price, and the said surety shall be a surety company duly and legally authorized to do business in the State of Texas, and acceptable to the City Council of the City of Fort Worth. 8. Said City agrees and binds itself to pay, and the said agrees to receive, for all of the aforesaid work, and for all additions thereto or deductions therefrom, the price shown on the Proposal submitted by the successful bidder hereto attached and made a part hereof. Payment will be made in monthly installments upon actual work completed by contractor and accepted by the Owner and receipt of invoice from the Contractor. The agreed upon total contract amount (including/excluding) alternates N/A shall be FIVE HUNDRED FORTY EIGHT THOUSAND, NINE HUNDRED FORTY FIVE DOLLARS AND NO CENTS i $548,945.00 C-3 9. It is further agreed that the performance of this Contract, either in whole or in part, shall not be sublet or assigned to anyone else by said Contractor without the written consent of the Director of the Transportation and Public Works Department. 10. The Contractor agrees to pay at least the minimum wage per hour for all labor as the same is classified, promulgated and set out by the City of Fort Worth, Texas, a copy of which is attached hereto and made a part hereof the same as if it were copies verbatim herein. 11. The Contractor shall procure and shall maintain during the life of this contract insurance as specified in paragraph 8 of Special Instruction to Bidders of this contract documents. 12. It is mutually agreed and understood that this agreement is made and entered into by the parties hereto with references to the existing Charter and Ordinances of the City of Fort Worth and the laws of the State of Texas with references to and governing all matters affecting this Contract, and the Contractor agrees to fully comply with all the provisions of the same. IN WITNESS WHEREOF, the City of Fort Worth has caused this instrument to be signed in Six 6 counterparts in its name and on its behalf by the City Manager and attested by its Secretary, with the corporate seal of the City of Fort Worth attached. The Contractor has executed this instrument through its duly authorized officers in Six 6 counterparts with its corporate seal attached. C-4 Done in Fort Worth, Texas, this the 30th day of September , 20 03 . RECOMMENDED: C OF TWO 1 d ASSISTAN CITY M GE - � APPROVED: I DIRECTOR, TRANSPORTATION AND 1 PUBLIC WORKS ATTEST: (Contractor) CITY dECRETARY (SEAL) BY: I i f L 1 (Repr en ative) C— contract Authorization ��0 03 (TITLE) oae APPROV A O FORM & 1 (Address) LEGALI �7)n )� S �� �l I (City/State/Zip) AISTKNT CITY ATTORNEY November 1960 Revised May 1986 Revised September 1992 Revised January 1993 Revised April 1999 Revised June Revised June 2009 PMS 2£38 'B'u" F6TIT AIkART 0 '`PMS 167 (COPPER) cn 0 .' .T... _.: MA I NTENANCE ....PROGRAM cv T z � 1 CONTRACTOR ' S NAME �- o -�- A Ln TELEPHONE NUMBER PROJECT DESIGNATION S I . GN APPENDIX A: LOCATION MAPS OF BRIDGES `: Et: •' Vic' " ca rOafQaiiC`: ` H i•9/(r::,Ga'teway;park.''-i'< HL Ty y-'Lake' _ - U �;,•',: BARN N .. EASY FR NO:_ .: : BEALt . NOAMA Y RA L� -A _•t":.�t': �L �7xndv.HiUs'P "''P .1t ." QI r So SCOTT i'StratfoidP.�ik` t ieado-n roa North Beach Street Over 'West " �x� rn�w `'c� '�Rl" Q'O SGA CARTER . 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At CON c w `t` 1`nARRAf :r :iy O N. �• 1 __ ..337 39 ---41—<47 44 ui n a r'Y cj'( ri{ .trys '`c:4'.:> a•^-s`:i.' ��� `SIS Q AAQSO LOtS •ZS• �� !t'>\• \• v. IS'zc'" ''`•7 Q a� � 'i1 n3;,£.'- m U ✓ a LOIS �:;�+.c � M;;n,.•��`tr .,.`'e'!.+:�3xr:..'{:s�?,'.�.•.0.x3[!.RSO!t�.•�;>. `a w - N MREEDRE"0 S - S %r-e¢.`;.•::3":.`',,,'l;};;FSS r:.i!,,_'-• W � F iy +� r gap ..wtr..�• s" •- i r• d' c c . .7AN'W N1YJJ1 ��"'�`'.�--�v: r�tr7. 1?ANCH£ \t'�\..>\ G+ p � QMA:CH COMAttCHE .^x &•:'h•'� -�-, r £ASi1IJJQ G ��i;'.� � :ASTIAND +�`;$ WI!l1ET •� .y � � .t sem-}k���'v�;Y;??s�az, 'x=-•"-<,. yti �i _ . $ R i i9 re,_ .. ""` `"r'•:. i 'f I el y GA YSON �' EASTAN = ` ..- Y - %✓ .*.-; ' 7CRAYSON 3 U.0�; �>Z«y ✓ x. I 32 34 35 BAriOA c4 �Oy �?Rasc• �n� r. i r a VOtffAGU' BAYLOR \ ` R H'=_:_ .�y; r��: }y>.-'•^.' � y'`� � � Q DANA �. r M1y �r0 G�ti"GATtC. S v ARDE�fA = t ,`u AD.taN 7 acacarusvn GtENGAR0�10R SCALE IN MILES zzzg o '•I sa=�--• ' 3� x SCALE IN FEET- 1000 2000 3000 BOOK PAGE 1078 SCALE:l inch=2000 feet COPYRIGHT 1971,2003 by MAPSCO,INC--ALL RIGHTS RESERVED ('/�],\�' �=�'!•„�CQNTINMED'�_1:7y4Y'tiP'b3:::,3v�--=1s<e' A i�.; 'I'•'1 �i M . ins <:• i iJ` 0 ,I` i Narmon Eic.d Park la r � � `t• � �: LLL... 5q'ta �kth 0� EfS r Q. ,*s! it o"ri:LV>°•.,. 9 i I�S �. ¢ c..y\ O C�„t t:1 \" �r1 � ��R,yiiL t2il� � :L3,s,''•'.'.�.£• � - �r-:',r:� T• � �./+J `V�•Vl� ;< ^\ ,F''" n D� \ <nn , y' t9th�thF• F� < , -„r— �RVY l� ' T�1 1 t3 Won. 6< IVA <K ^� t .{au later �` .0 \��� �•��.�-�- '��;•...-- '�,.... :� _ �b i o � � S er _ _ N LANC ER E E m 02 $180 ...-�•-Vt•°^�5-"".� YS a ELPASO �' c BL 7 0 "' 8 Oa GE17 � 4 j 1�:. •8 DAC•T,cTi ? J `':�� AGGe � ••.t 3U�`''-?lam aGGu 1 Rfi 'OVI Y ` aROaOV AY =rim EE ` Y ER AD:VAY y { ' 0 OApt'a>. rf� — sTE IA `� STRW S w'- , ' fLa D tLA?' <rSi£ W IE �\i'�. ,, "$Y mo�.Crec c? RES$IE t {: BES .'_ ?I. ti tAun{c I HiL'CKEy SMr-ff PET K£n ;tl s { Course;, i �H+ AN`llc4'� 7 ENNSY(� { anl. - Ha L.t•` fir',< HaT11c AVE H IE yi 6 13 ? H IE Y11 Gni P c m` 1 � w• - rf--z. D n 43 ':IIEUOA 'iii•1 Ato r{ I•i� TERR£E! s3 s HU SO } MlliPAli ii:a00� o Da. tp < ^' PULa, !' "-•'Glemvcod;e w VEC �3z•% ��''. 11 .'ass > o _ ` o R EDA E T - ROEr: P _ _ "` . VFFEFP71 t sn !^�'II 4 0,: ,2 6 {f '! v a m tVH a•'i \,�+�=';''VE E a e .Sis zY � U u,y :lfat E.0. T I.; :LL '4y��! 1137 $OSE AES u w ri 11 j; •�"i.Yw-'`\'AN? ., N L A V oa "' J t ° IR}:A o IVI_upsco,me 2 Rwy 11 s,� &b;GNOUA 15; F 1 m IRAW bAVEO :%r1,a /, !0.Pt11h; c � 'Nitlsidii `a YORPH,(tiPL z :i Perk=s;% v d KELL. TOS` o n etcr ? 1YR ' TAD :tE -x ;x :o t OX mitfi Hospit3E MaD } E 5 x:<. pax ` 13 la t MA)Q AVE t �z ALLE..AV,E, TJos _r -"7° ALLEN AYE 3 ° AtIEN ' �9 a ' 11 } �?I £; cx .CHAS CY 4T ~~. + 10 f a Ftrma7DD ELRt Ism r 6 7 it a s 1 r �. l •> .r... •, :JFF S N � < L i�' �k -�- a ix' - 'It f •:} t ::+j -•fig i:3,r u SrrJ `S'c RIfH{4 4 �3•rJ `� H :%•`''N RIC}t1AMI rt3 MR,;j m i4 xc J 3 !4w 0.1C1{• ON '_1 BALTIMORE J z f N ,A'".• / in�4 A� "I�j/ _v� I llt&£N� 6+•3/ NN DAN$W u G0Q n VV[:OTE 19DAVIn HAflhY P lAVYm O G\RLOPOVhiI _ / POVr ll t: 'ESSA E m. fit•In '�• t w.i"(�' JESSAMIN .L..+�"I JESSA dNF 17 .ZONES C N PRP South Main Street Over B.N.S.F. 1 _� G� c H MUtKEY Railroad MUtXEY�c 13F 'r 1900 Block of South Main Street ROBERT r aoc MAPSCO 77N East Berry Street Over a w o 5 JUDD Sycamore Creek caNi£Y Momi_ng 1700 Block of East Berry Street w GLEN GAI PEN MAPSCO 77Z LO111 N I ,+ LOVA)EN '• 287 t as:ae _.a $ 4 t' 'CA ! a 3, :ti 3 VICKI 4`-, t ya. "•; .a•: 1 ci=( i 'r :Ca6 .._..-BER f - CEOF✓'Pak 7 1~0 10 w ! G� R DEVITT °� y q S . 0 77 4 NI LYiflV . �<„ 'y ti � H + NF� • d 3 ¢ _ c & ,, � � N TH GIENa^- b b � y u •. :.} ,1A jw Icy SyQ '"•"" <<e, aOBER' �'✓ «.tom {f SCALE IN MILES :a; aaz< SCALE IN FEET { 7000 2000 3000 SCALE:3 inch=2000 feet BOOK PAGE 1077 For Central Business District mop coverage,see pages 22 and 23. COPYRIGHT 3971,2003 by MAPSGO,INC.•All RIGHTS RESERVED COSVTiNU„EbrOl�;t,�?�8:'�.4 -�i�'•n --yta•iS;.'sz .•::::• *Sul a,d9 � J y Id r3 L` Marino roe LJ;OA, W. 2”{ I 4 '', M t E �+ 31s NE 4'fVERA CAUZz N 16 g 14 25 m'" eek 8 a `. - n j; 3ts•i- ,Ttt3«rb _ 30t h4V Y a IE:-: _ IE O Far Na tido ;,. 6 to w j 'So 'Pah J `' Lincoln o npi _ 9th Me''t:':_':: 29t M'J �^ d 29th t!E kk —M a " udE n: '- L AAItdE L RAI,Ec., p 'tis o,.LOA:AE OR; N 7R. m 2&ih ST NF -T N 76-t7 16 7 Io 12 w 8 M T C`':•;.:.5. Roden 1 iii ' ; Fr< 183 .IVA`, `f' syrF `„ iFoa, orthsto'c'ryatds„ \ , T .Pa'rkw27th V 1p „ 27rfi{ri'J: iNaGo nikliiiurc0is{rict. 7 Park o a o .. ( CIGYA Sv ..s.y.;. Lx =':� • NIO Ras n � 6th i 4'J 1.=:.. �<t��.:�5. _.:_Z�� ��•.�(""��°j _ } '%i::�-::ci L} I'✓�_ } ... ro--o.}'t�"...:�lYz?. 'Gr''i'r`r'. � `'�`''- - M :i'.' v i:: 459' ,!OM � � "*a p ��.'-"u�,mss•'`.�tr'^��, �d r..,n _ _ ! 125thST W N 4::w 's4 "M%° ;. BReyNaN �. ,rt Cti qi,ft�i.•t� -2�5.. .•�a ., � - Arad ax ��.� »�"' •��w�-, i r 4: tt •Park ' •th t .:vl:r N'k }i:� `,vY-1�-*..:t`a L,''. y.�' Q r: •:'c�. � 15 1 113 11 1 119 7 1 5 sem'?�:. ,-7 �• ti N L L L �� or L East Northside Drive Over West s =_ 1 ti - O 22r MV = - _ Fork Of Trinity River O `.-. N I �3ta I 1.2 miles east of North Main Street = ✓ L > �; E eider r MAPSCO 62RPER A 0th, I 2014,4V I \ NoAhStde � rte' C9 a Q4 !�,� .a o 6` rclo:P rk117arin P3' F 0 0 0, rc �o NE r Li M BEA �= y �f 7 NE Yom,. r. p `':;'.'` � � Qp°t. qy 9 ✓ Ply, !%?O 9 c• � " � �s !. ii' ITh • '< �,Va"": "-;�?-"��-: c �3G'. r `E. .,G OL yf,�• ti ,.� j } F ;� G ,ttnNL �� it .a � �l ✓rte O ... .:E t tOth*ti x-= 1�vi 1'r`� ;;?%`h?tj 199 F,i I o,✓ i rrrdo a `•' ,t .•ts L-: to `s: �•�` a' - 03, t 2 nt10 g 0` Oak " x� ti ��„h x:.'floekwootigartc};. .f, 5 .� ,,,, o ,r, a•, yo✓ !Y.S.cti.">,?:.�:i:`i:°�+'i';�.t:✓-' 'lam ^, pp ... - J..�,� �.x�c.L%•: �Oa'kwood�"'ot� � '1� v. •�S'a t X s<i..f�j `"_, X,�Isti`9 .�•' ?:F^3��..�°� 0`� , j}r�:-'.-` _:::a_.-;ry;"O' -_ �"� -•.'r E?�'.:-r..�•."xs."'r,..."`�i•-'�•-..ro_.....'w='= ,G �'O S Mop5co,Int. t` „r ^ z• s 0..•.. hive. s vt � •y � er E �';.� y � eixnggo Sl IAROCK s�i� r91 a y ='�hx ?x�,• 287 rtot. f' � CALVcRT }s�,' ,:, tI "'tw�s•"•�'-`�y:=..Ir•�*`-1•L-�'r �4 Adm•:sira icn;: '=; �RLYl.R'A I s~ 5 0, �- •�'. cy s,tY� _.. u 30 ( / a a, Rep rcW I.T. ET3lEl71E?17 RD,F 6 0 s;...; .. z'S , • . �"Park v 124 !, �.��.}te�t�ag'Pa ;;'.'s>>• `0`U\� 4 � .�;fir, ' , � � a pRA ?J T S •t` MSEN R6 ER AWOL Z TM L nvidud Q�gIF f YO A �� 1-� RAS y •• ���L HAIStLTO l 1 �E. c x c RC:OES r ASKJ �-P'�R :ih v o ' ;r:RRu,uC JEA GIh o I ,Sth SCALE IN MILES v�� �r a >=z, �s.: >zx wx r SCALE IN FEET 0 t/. Y. °/s '/1 0 1000 2000 3000 5 BOOK PAGE 1062 SCALE: 1 inch=2000 feet For Central Business Disirict map coverage,see pages 22 and 23. COPYRIGHT 1971,2003 byMAPSCO,INC.-ALL RIGHTS RESERVED APPENDIX B: PHOTOGRAPHS AND NOTES OF SELECTED DEFECIENCIES ALONG BRIDGES