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024915 - Construction-Related - Contract - Walt Williams Construction Company, Inc.
RY �o�'1 SECRETA N6 N CO. SPECIFICATIONS AND CITYSECRETARY CONTRACT NO. 5 k;fit x E -��' `� CONTRACT DOCUMENTS • FOR RECONSTRUCTION OF BRADY AVENUE FROM CAROLYN ROAD TO GRANBURY ROAD 1 PROJECT NO. C115-030115095115 I FILE NO. K-1420 DOE NO. 2279 IN THE CITY OF FORT WORTH, TEXAS 1999 Lam' KENNETH L. BARR BOB TERRELL MAYOR CITY MANAGER MUM COG?D CM ;Pml v"I l a UUo 1'nII�JU`°:�tlWy �5�0 t 6 HUGO A. MALANGA, PE - DIRECTOR DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS A. DOUGLAS RADEMAKER, PE - DIRECTOR DEPARTMENT OF ENGINEERING f' 1*...' * s,ltt EXHIBIT "A" r'� ..........................: * Ij RICHARD J. ZOHNE 40 �.................. ............................. "' r� 9•. 553&3 ••% t%�ccsSC'%STfGR` � IF SPECIFICATIONS AND CONTRACT DOCUMENTS FOR RECONSTRUCTION OF BRADY AVENUE FROM CAROLYN ROAD TO GRANBURY ROAD PROJECT NO. C115-030115095115 FILE NO. K-1420 DOE NO. 2279 IN THE CITY OF FORT WORTH, TEXAS 1999 KENNETH L. BARR MAYOR BOB TERRELL CITY MANAGER HUGO A. MALANGA, PE - DIRECTOR DEPARTMENT 'OF TRANSPORTATION AND PUBLIC WORKS A. DOUGLAS RADEMAKER, PE - DIRECTOR DEPARTMENT OF ENGINEERING f. of T I EXHIBIT "A" �.*...........................: RICHARD J. ZOHNE .i 9.• _ 55363._..•..x, TABLE OF CONTENTS 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. Notice to Bidders Special Instructions to Bidders Proposal Vendor Compliance to State Law Minority and Women Business Enterprises Specifications Special Provisions Certificate of Insurance Contractor Compliance With Worker's Compensation Law Equipment Schedule Experience Record Performance Bond Payment Bond Contract I Q NOTICE TO BIDDERS Sealed proposals for the following: ri FOR: RECONSTRUCTION OF BRADY AVENUE FROM CAROLYN ROAD TO GRANBURY ROAD PROJECT NO. C115-030115095115 FILE NO. K-1420 DOE NO. 2279 Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas will be received at the Purchasing Office until 1:30 PM, Thursday, March 18, 1999 and then publicly opened and read aloud D at 2:00 PM in the Council Chambers. Plans, Specifications and Contract Documents for this project may be obtained at the Office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. 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 Jbidders. A pre -bid conference will be held on Tuesday March 9, 1999 at 10:00 am in DOE conference Room 255A. Bid security is required in accordance with the Special Instruction to Bidders. The City reserves the right to reject any and/or all bids and waive any and/or all irregularities. No bid may be withdrawn until the expiration of forty-nine (49) days from the date the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate is received by the City. The award of contract, if made, will be within forty-nine (49) days after this documentation is received, but in no case will the award be made until the responsibility of the bidder to whom it is proposed to award the contract has been verified. Bidders are responsible for obtaining all Addenda to the contract documents and acknowledging receipt of the Addenda by initialing the appropriate spaces on the PROPOSAL form. Bids that do not acknowledge receipt of all Addenda may be rejected as being nonresponsive. Information regarding the status of Addenda may be obtained by contacting the Department of Engineering at 817-871-7910. In accord with City of Fort Worth Ordinance No. 11923, as amended by Ordinance 13471, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary In 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 U U 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 LI documentation was received by the City. Failure to comply shall render the bid nonresponsive. For additional information, contact Rick Zohne at (817) 871-8425. BOB TERRELL GLORIA PEARSON CITY MANAGER CITY SECRETARY A. Douglas Rademaker, P.E. [I Directo , e ment of Engineering Advertising Dates: By [1 February 18, 1999 g, P.E. February 25, 1999 Ma Engin mg Services ger, LI 0 0 SPECIAL INSTRUCTION TO BIDDERS [1 1. BID SECURITY: Cashier's check or an acceptable bidder's bond payable to the City of Fort Worth, in an amount of not less than five (5%) per cent of the total of the bid submitted must accompany the Dwithin bid, and is subject to forfeit in the event the successful bidder fails to execute the contract documents ten (10) days after the contract has been awarded. To be an acceptable surety on the bond, (1) the name of the surety shall be included on the current U.S. Treasury, or (2) the surety must have capital and surplus equal to ten times the limit of the bond. The surety must be licensed to do business in the state of Texas. The amount of the bond shall not exceed the amount shown on the treasury list or one -tenth (1/10) the total capital and surplus. [] 2. PAYMENT BOND AND PERFORMANCE BOND: The successful bidder entering into a contract for the work will be required to give the City surety in a sum equal to the amount of the contract awarded. In this connection, the successful bidder shall be required to furnish a performance bond as D well as payment bond, both in a sum equal to the amount of the contract awarded. The form of the bond shall be as herein provided and the surety shall be acceptable to the City. All bonds furnished hereunder shall meet the requirements of Article 5160 of the Revised Civil Statutes of Texas, as [1 amended. In order for a surety to be acceptable to the City, (1) the name of the surety shall be included on the current U.S. Treasury List of Acceptable Sureties (Circular 870), or (2) the surety must have capital D and surplus equal to ten times the amount of the bond. The surety must be licensed to do business in the State of Texas. The amount of the bond shall not exceed the amount shown on the Treasury list or one -tenth (1/10) of the total capital and surplus. If reinsurance is required, the company writing the reinsurance must be authorized, accredited or trusteed to do business in Texas. No sureties will be accepted by the City which 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 O 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. D If the contract amount is in excess of $25,000 a Payment Bond shall be executed, in the amount of the contract, solely for the protection of all claimants supplying labor and materials in the prosecution of the work. [I 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 [1 Worth. 3. LIOUIDATED DAMAGES: The Contractor's attention is called to Part 1, Item 8, paragraph 8.6, of 11 the "General Provisions" of the Standard Specifications for Construction of the City of Fort Worth, Texas, conceming'liquidated damages for late completion of projects. D 4. AMBIGUITY: In case of ambiguity or lack of clearness in stating prices in the proposal, the City reserves the right to adopt the most advantageous construction thereof to the City or to reject the proposal. D 5. EMPLOYMENT: All bidders will be required to comply with City Ordinance No. 7278 as amended by City Ordinance No. 7400 (Fort Worth City Code Section 13-A-21 through 13-a-29) prohibiting discrimination in employment practices. El 11 6. WAGE RATES: All bidders will be required to comply with provision 5159a of "Vernon's Annotated Civil Statutes" of the State of Texas with respect to the payment of prevailing wage rates as established by the City of Fort Worth, Texas and set forth in Contract Documents for this project. FINANCIAL STATEMENT: A current certified financial statement may be required by the Department of Engineering if required for use by the CITY OF FORT WORTH in determining the successful bidder. This statement, if required, is to be prepared by an independent Public Accountant holding a valid permit issued by an appropriate State Licensing Agency. INSURANCE: Within ten (10) days of receipt of notice of award of contract, the Contractor must provide, along with executed contract documents and appropriate bonds, proof of insurance for Worker's Compensation and Comprehensive General Liability (Bodily Injury -$250,000 each person, $500,000 each occurrence; Property Damage - $300,000 each occurrence). The City reserves the right to request any other insurance coverages as may be required by each individual project. NONRESIDENT BIDDERS: Pursuant to Article 601g, Texas Revised Civil Statutes, the City of Fort Worth will not award this contract to a non resident bidder unless the nonresident's bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located. "Nonresident.bidder" means a bidder whose principal place of business is not in this state, but excludes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. "Texas resident bidder" means a bidder whose principal place of business is in this state, and includes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. This provision does not apply if this contract involves federal funds. The appropriate blanks of the Proposal must be filled out by all non resident bidders in order for its bid to .meet specifications. The failure of a nonresident contractor to do so will automatically disqualify that bidder. 10. MINORITY AND WOMEN BUSINESS ENTERPRISES: In accord with City of Fort Worth Ordinance No. 11923, as amended by Ordinance 13471, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the office of the City Secretary. In 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 p.m., five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the Documentation was received by the City. Failure to comply shall render the bid non -responsive. Upon request, Contractor agrees to provide to owner complete and accurate information regarding actual work performed by Minority Business Enterprise (WBE) on the contract and payment therefore. Contractor further agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The Ali 0 0 0 J I 0 I El J I 7 7 El Ii il 0 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 initiation action under appropriate federal, state or local laws or ordinances relating to false statement; further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participation in City work for a period of time of not less than three (3) years. 11. AWARD OF CONTRACT: Contract will be awarded to the lowest responsive bidder. The City reserves the right to reject any and/or all bids and waive any and/or all irregularities. No bid may be withdrawn until the expiration'of forty-nine (49) days from the date the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate is received by the City. The award of contract, if made, will be within forty-nine (49) days after this documentation is received, but in no case will the award be made until the responsibility of the bidder to whom it is proposed to award the contract has been verified. 12. PAYMENT: The Contractor will receive full payment (minus 5% retain age) from the City for all work for each pay period. Payment of the remaining amount shall be made with the final payment, and upon acceptance of the project. 13. ADDENDA: Bidders are responsible for obtaining all addenda to the contract documents prior to the bid receipt time and acknowledging them at the time of bid receipt. Information regarding the status of addenda may be obtained by contacting the Department of Engineering Construction Division at (817) 871-7910. Bids that so not acknowledge all applicable addenda may be rejected as non- responsive. 14. CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW: A. Workers Compensation Insurance Coverage a. Definitions: Certain of coverage ("certificate"). A copy of a certificate of insurance, a certificate of authority to self -insure issued by the commission, or a coverage agreement (TWCC-8 1, TWCC-82, TWCC-83, or TWCC-84), showing statutory worker's compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. Duration of the project -includes the time from the beginning of the work on the project until the contractor's/person's work on the project has been completed and accepted by the governmental entity. Persons providing services on the project ("subcontractor" in §406.096) -includes all persons or entities performing all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, 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 toner services related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. b. The contractor shall provided coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory II requirements of Texas Labor Code, Section 401.011 (44) or all employees of the :contractor providing services on the project, for the duration of the project. c. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. d. If the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project, the contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. e. The contractor shall..obtain from each person providing services on a project, and provide to the governmental entity: (1) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (2) no later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. f. The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter g. The contractor shall notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project. h. The contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Worker's Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage.: I. The contractor shall contractually require each person with whom it contracts to provide services on a project, to: (1) provide coverage, based on proper reporting on classification 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 with whom it contracts, and provide to the contractor: 0 [1 (a) a certificate of coverage, prior to the other person beginning work on the project; and [J (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. D(6) notify the governmental entity in wiring by certified mail or personal delivery, within ten (10) days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the [1 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. D j. By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is representing to the governmental entity that all employees of the contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will bexbased on D proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self insured, with the commission's Division of Self -Insurance Regulation. Providing false or D misleading information may subject the contractor to administrative, criminal, 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 does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. [I B. The contractor shall post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Compensation Commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text, without any additional words or changes: "REQUIRED WORKER'S COMPENSATION COVERAGE" DThe law requires that each person working on this site or providing services related to this construction project must be covered by worker" compensation insurance. This includes persons providing, hauling or delivering equipment or materials, or providing labor or transportation or other service related to the Dproject, regardless of the identity of their employer or status as an employee". Call the Texas Worker's Compensation Commission at 512-440-3789 to receive information on the D legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage". 0 0 15. NON DISCRIMINATION: The contractor shall not discriminate against any person or persons because of sex, race, religion, color, or national origin and shall comply with the provisions of City Ordinance 7278, as amended by City Ordinance 7400 (Fort Worth City Code Sections 13A-21 through 13A-29), prohibiting discrimination in employment practices. 16. AGE DISCRIMINATION: In accordance with the policy ("Policy") of the Executive Branch of the federal government, contractor covenants that neither it nor any of its officers, members, agents, or employees, will engage in performing this contract, shall, in connection with the employment, advancement or discharge of employees or in connection with the terms, conditions or privileges of their employment, discriminate against person because of their age except on the basis of a bona fide occupational qualification, retirement plan or statutory requirement. Contractor further covenants that neither it nor its officers, members, agents, or employees, or person acting on their behalf, shall specify, in solicitations or advertisements for employees to work on this Contract, a maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification, retirement plan or statutory requirement. Contractor warrants it will fully comply with the Policy and will defend, indemnify and hold City harmless against any and all claims or allegations asserted by third parties against City arising out of Contractor's alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this Contract. 17. DISCRIMINATION DUE TO DISABILITY: In accordance with the provisions of the Americans with Disabilities Act of 1990 ("ADA"), Contractor warrants that it will not unlawfully discriminate on the basis of disability in the provision of services to the general public, nor in the availability, terms and/or conditions of employment for applicants for employment with, or current employees of Contractor. Contractor warrants it will fully comply with ADA's provisions and any other applicable federal state and local laws concerning disability and will defend indemnify and hold City harmless against any claims or allegations asserted by third parties against City arising out of Contractor's alleged failure to comply with the above -referenced laws concerning disability discrimination in the performance of this Contract. Revised March 15, 1996 I 0 PROPOSAL LIThis proposal must not be removed from this book of Contract Documents. TO: Bob Terrell Li City Manager Fort Worth, Texas FOR: RECONSTRUCTION OF BRADY AVENUE FROM CAROLYN ROAD TO GRANBURY ROAD LIPROJECT NO. C115-030115095115 FILE NO. K-1420 DOE NO. 2279 Pursuant to the foregoing 'Notice to Bidders', the undersigned Bidder, having thoroughly examined the Contract Documents, including plans, special contract documents, the General Contract Documents, Standard Specifications for Street and Storm Drain Construction -City of Fort Worth, and Standard Specifications for Public Works Construction -North Central Texas the site of the project and understanding the amount of work to LI be done, and the prevailing conditions, hereby proposes to do all the work, furnish all labor, equipment -and material except as specified to be furnished by the City, which is necessary to fully complete the work as provided in the Plans and Contract Documents and subject to the inspection and approval of the Director of the Department of Engineering of the City of Fort Worth, Texas; and binds himself upon acceptance of this Proposal to execute a contract and furnish an approved Performance Bond, Payment Bond, Maintenance Bond (as J applicable), and such other bonds, if any, as may be required by the Contract Documents for the performing and completing of the said work. Contractor proposes to do the work within the time stated and for the following LI sums: I 0 0 0 0 0 0 a .. 0 0 0 0 0 0 0 0 0 C C III 0 0 I 0 MAR -15-99 MO N 4:35 PM F.W. DEPT, ENGINEERING FAX NO. 817 871 7854 CITY OF FORT WORTH DEPARTMENT OF ENGINEERING ENGINEERING SERVICES DIVISION ADDENDUM NO. 1 RECONSTRUCTION OF BRADY AVENUE FROM CAROLYN ROAD TO ORANBURY ROAD PROJECT NO. C115-030115095115 DOE NO. 2279 RELEASE DATE: March 15, 1999 INFORMATION TO BIDDERS: The Specifications and Contract Documents for the above mentioned project are revised and amended as follows: 1. The Bid Opening Date for subject project has been postponed until March 25, 1999 2. Delete existing PROPOSAL and add: UNIT I SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS S.P. 1. 1 LS. UTILITY ADJUSTMENT FOUR THOUSAND Dollars & NO Cents Per LS. S.P. 2. 2 EA. PROJECT DESIGNATION SIGNS THREE HUNDRED Dollars & NO Cents Per EA. 104 3. 2376 L.F. REMOVE EXIST. 7" CURB & 18" GUTTER •_Dollars & Cents Per LF. 104 4. 2222 SF. REMOVE EXIST. CONCRETE DWY. Dollars & _Cents Per SIB. 104 5_ 56 SF. REMOVE EXIST. CONCRETE SIDEWALK, LEADWALK, AND/OR WHEELCHAIR RAMPS vv4- Dollars & ,eyy Cents Per SF. 502 6. 2376 LF. 7" CURB & 18" GUTTER S.P. - vk" Dollars & Cents Per LF. UNIT TOTAL PRICE AMOUNT BID $ 4.000.Q0 $, 4.000.OQ $ 300.00 $ 600.00 P. 1 $ .i'4"!_ $gr $ / sue__ $ 333! °- $ 2s 0 111AR-15-99 rMMON 4:35 PM F. W. DEPT. ENGINEERING El 504 7. 56 SF. STD_ 4" REINFORCED CONCRETE SIDEWALK, LEADWALK AND/OR Q WHEELCHAIR RAMPS fivLo' Dollars & _ ,d ________Ceats Per SF. 1] 504 8. 2141 SF. STD. 6" REINFORCED CONCRETE DWY. Fv Dollars & dS.P. A•b Cents Per SF. 9_ 50 LF. 6" PIPE SUBDRAIN 500 f,crcety _Dollars & tia Cents Per LF. S.P. 10. 70 CY. TOP SOIL 116 NINE .� Dollars & U116 NO Cents Per CY. S.P. 11. 15 EA. ADJUST WATER METER BOX THIRTY_FIVE E Dollars & NO Cents Per EA. FAX NO. 817 871 7854 U TOTAL AMOUNT BID UNIT I 0 0 0 0 0 0 0 0 0 $ Soo $ Z8O.? P. l $ /_ mf 7o -S ~ $ ,%F? $ 7s '. o0 Si $630.00 $_35.00 $_525,011 $ UNIT 11 SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM ITEM QUANTITY PRICES. WRITTEN IN WORDS PRICE AMOUNT 13ID 214 1. 82 Ton CEMENT, 40 POUNDS/SQUARE YARD oI44#VAWiTY Dollars & Ton 5_,d'." $11, Cents Per 106 2. 468 C.Y. UNCLASSIFIED STREET EXCAVATION S.P. nv, r Dollars & Cents Per C.Y. $ ,�4-� .. $ /¢ 214 3. 4070 SY_ 8" PULVERIZATION W/5% CEMENT S.F. S I ABILIZATION Dollars & $ ¢ $ ___280. ___ Cuts Per SY_ S.P. 4. 4070 SY. 3" H.M. .C. OVERLAY TYPE "D" MIX 312 Dollars & Per or S_. eo S Cents. SY. S_P. 5. 7 EA. ADJUST WATER VALVE BOX TWO HUNDREJ) Dollars & NO _ Cents Per EA. S 200_00 $j00 MAR -15-99 MON 4:36 PM F, W. DEPT. ENGINEERING FAX NO. 817 871 7854 P. 3 III 0 III 0 0 0 0 0 0 0 0 0 0 0 0 0 Si'. 6. 2 EA. MANHOLE ADJUSTMENT THREE HUNDRED FIFTY Dollars & NO Cents Per EA. $ 350.00 $ 700.00 TOTAL AMOUNT BID UNff H $ 3. In the Special Provisions, the Special Provision regarding PAY ITEM No. 7 should read: PAY ITEM No.7- - UNCLASSIFIED STREET EXCAVATION: Contractor should be aware that this item will cover all excavations required including, but not limited to, 3" undercutting as described in attached recommendations, any excavation due to lowering of proposed curb line, and any excavation required to shape existing subbase to the standard crown for the proposed roadway. All objectionable material found within the limits of excavation shall be removed from the job site and disposed of in a manner satisfactory to the- Engineer. Removal of such shall be subsidiary to this item unless otherwise provided herein. The intention of the owner is to pay only the plan quantity without measurement. Should either contracting party be able to show an error in the quantities exceeding 10 percent, then actual quantities will be paid for at the unit prices bid. The party requesting the payment of actual rather than plan quantities is responsible for bearing any survey and/or measurement costs necessary to verify the actual quantities. 4. In the Special Provisions, the Special Provision regarding PAY ITEM NOS. 8 and 9 should read: PAY ITEM No. S & PAY ITEM No.9 — 8" PULVERIZATION WLS% CEMENT STABILIZATION & 3" &10-M.A.C. OVERLAY TYPE "I)" MIX: nstruction sequencing for this project and specifically for this item is described by the following attached recommendations provided by Department of Engineering Construction Services Division. 5. In the Special Provisions, AWARDING OF CONTRACT AN!) WORKING DAYS: , add the following: C. The contractor may bid on Unit I, Unit II or both units. A contract may be awarded based on the combined bid total for Units I and IT or individual contracts for Units I and II based on each units low bid. The City reserves the right to award only Unit I or Unit II. Unit I may begin following completion of water main construction. Unit II can not be started until McLean Middle School summer recess begins, as stated in paragraph B. Owner will evaluate bids and select the construction alternative which is most advantageous to the City. MAR -15-99 MON 4:37 PM F.W. DEPT. ENGINEERING FAX NO. 817 871 7854 P. 4 U 6. Delete Prevailing Wage Rates for 1995 and insert attached Wage Rates for 1999. [] Please acknowledge receipt of the Addendum in the bid proposal and on the outside of the sealed envelope. RECEIPT ACKNOWLEDGED: a (Vi) A. T)OITGLAS ItDMAKER, F.E. DIRECTO I EP R'I'MENT OF ENGINEERING WALT WILLIAMS CONST. INC By:_______________________ P. O. BOX 4620 ohn Fixin , FORT WORTf TEXAS 76164 Manager, En sneering Services 0 1Y111:1 `,,� .J 1'.18 1V' ..: &L'1 1. '. dla a, uawaaaua.aaaaav ••-- ---• ra v --- a = CITY OF FO RT WORTH [I DEPARTMENT OF ENGINEERING (1 ENGINEERING SERVICES DIVISION ADDENDUM NO.2 a RECONSTRUCTION OF BRADY AVENUE FROM CAROLYN ROAD TO GRANBURY ROAD PROJECT NO. C115-030115095115 DOE NO. 2279 RELEASE DATE: March 23, 1999 £ 0 0 0 0 0 0 0 0 0 0 0 INFORMATION TO BIDDERS: The Specifications and Contract Documents for the above mentioned project are revised and amended as follows: 1. The Bid Opening Date for subject project has been postponed until April 1, 1999 2. In the Special Instructions to Bidders delete first paragraph and add: BID SECURITY: Cashier's check or an acceptable bidder's bond payable to the City of Fort Worth, in an amount of not less than five (5%) per cent of the grand total bid submitted for Unit I and Unit II or total bid submitted for Unit III, whichever is greater, must accompany the bid, and is subject to forfeit in the event the successful bidder fails to execute the contract documents within ten (10) days after the contract has been awarded. 3. To the PROPOSAL add : - . -- -- --- - - — — -- . UNIT III SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID S.P. l 1 LS. UTILITY ADJUSTMENT - FOUR THOUSAND Dollars & NO Cents Per LS. $ 4.000.00 $ 4,000-00 S.P. 2. 2 EA. PROJECT DESIGNATION SIGNS THREE HUNDRED Dollars & NO Cents Per EA. $ 300.00 $ 600.00 104 3. 2376 LF. REMOVE EXIST. 7" CURB & 18" GUTTER Dollars & — Cents Per LF. $ 3 : $ 104 4. 2222 SF. REMOVE EXIST. CONCRETE DWY. & ____________Dollars ___________Cents Per SF. $ ` $ [1 lilrilt-!J-�� 1U IU. i7 rui r. 7t. L' 1. ii1Lu11YL'L'i�itru Ii 11116 £%V. V 1 I V I a : yr . 0 104 5. 56 SF. REMOVE EXIST. CONCRETE SIDEWALK, LEADWALK, AND/OR WHEELCHAIR 0 RAMPS :° O Dollars & $ /. $ $6. Cents Per SF. U 212 6. 63 Ton LIME @ 28#/S.Y. aivo .'" '-y s" Dollars & Cents Per Ton $ 9x" 210 7. 4444 SY. 6" LIME STABILIZED SUBGRADE ___ Dollars & _— Cents Per SY. S 3. $s sS -' 106 8. 580 C.Y. UNCLASSIFIED STREET EXCAVATION S.P. _____________Dollars & °" Cents Per C.Y. $ /2 $ 6 960 S.P. 9. 4070 SY. 5" H.M.A.C. OVERLAY LI 312N Dollars & .rr�t-,vY+fFiv� Cents Per SY. $ /• $ 502 10. 2376 LF. 7" CURB & 18" GUTTER S.F. 7 w Dollars & __ Cents Per LF. $ ,e°° $ 2.7(.o.°° 504 11. 56 SF. STD. 4" REINFORCED CONCRETE SIDEWALK, LEADWALK AND/OR a WHEELCHAIR RAMPS Dollars & $ ' on $ Z21]_ ^ro Cents Per SF. 504 12. 2141 SF. STD. 6" REINFORCED CONCRETE DWY. j1 [� _____________Dollars & �ro Cents Per SF. $ ' $ 500 13. 50 LF. 6" PIPE SUBDRATN D �i,�rrr•v Dollars & _________Cents Per I.F. $ /S oo $ 7so. 11 S.P. 14. 70 CY. TOP SOIL 116 NINE Dollars & NO Cents Per CY. $ 9.00 $ 630.00 S.P. 15. 7 EA. ADJUST WATER VALVE BOX TWO HUNDRED Dollars & NO Cents Per EA. $ 200.00 $ 1.400.00 aS.P. 16. 2 EA. MANHOLE ADJUSTMENT THREE HUNDRED FIFTY Dollars & 0 NO Cents Per EA. $ 350.00 $ 700.00 0 LIAR -23-99 TUE 10:26 Pry F, W, DEPT, ENGINEERING FAX NO. 817 871 7854 U S.P. 17. 15 EA, ADJUST WATER METER BOX THIRTY FIVE Dollars & NO Cents Per EA. $ 35.00 0 TOTAL AMOUNT BID UNIT III �} OSUMMARY; I I 0 I 0 III 0 TOTAL AMOUNT BID UNIT I TOTAL AMOUNT BID UNIT II TOTAL AMOUNT BID UNIT 1+11 TOTAL AMOUNT BID UNIT III Delete last page of proposal and add: S9 i87. $ ts, 6d1TJ. ova $ / 7G, 787, o0 $ $_525M0 S /ZZ, 873. So Within ten (10) days after acceptance of this Proposal, the undersigned will execute the formal contract and will deliver an approved Surety Bond and such other bonds as required by the Contract Documents, for the faithful performance of the Contract. The attached bid security in the amount of 5% is to become the property of the City of Fort Worth, Texas, in the event the contract and bond or bonds are not executed and delivered within the time above set forth, as liquidated damages for the delay and additional work caused thereby. P. 3 The undersigned bidder certifies that he has been furnished at least one set of the General Contract Documents and General Specifications for Water Department Projects dated January 1, 1978, and that he has read and thoroughly understands all the requirements and conditions of those General Documents and the specific Contract Documents and appurtenant plans. fl The undersigned bidder further certifies that he has been furnished at least one set of the °Standard Specifications for Street and Storm Drain Construction -City of Fort Worth', and that he has read and thoroughly understands all the requirements and conditions of that document and the specific Contract Documents and appurtenant plans. I] The undersigned agrees to pay not less than the "Prevailing Wage Rates" as established by the City of Fort Worth, Texas. I 0 0 0 The undersigned assures that its employees and applicants for employment and those of any labor organization, subcontractors, or employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278 as amended by City Ordinance No. 7400. The Bidder agrees to begin construction within 10 calendar days after issue of the work order, and to complete the contract ( within number of working days as specified In Special Provisions Addendum, Section 5. ft) after beginning construction as set forth in the written work order to be furnished by the Owner. (Complete A or B below, as applicable:) A. The principal place of business of our company is in the State of o yea s - Nonresident bidders in the State of_r , our principal PEAR .23-99 TUE 10:27 PM F. Yi. DEPT, ENGINEERING FAX NO. 817 871 7854 El place of business, are required to be percent lower than resident bidders {J by state law. A copy of the statute is attached. 0 0 III El 0 0 0 III 0 I Non resident bidders in the State of , our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. I (we) acknowledge receipt of the following addenda to the plans and specifications, all of the provisions and requirements of which have been taken into consideration on preparation of the foregoing bid: Addendum No. I (Initials) Addendum No. 2 (Initials)__ a (Seal) Date: i .. /y'9'ri 0 ci El 0 El Addendum No. 3 (Initials).-..-, Addendum No. 4 (Initials) Respectfully submitted, B. Title Address "2G Telephone: �YiJ - EZS - Yom/ 4. Revise SCOPE OF WORK to read: The work covered by these plans and specifications consists of two options; Tbc first option is a 3" H.M.A.C. pavement over 8" cement stabilized/ pulverized subgr�de.-.T1 f second. option is a 5" ILM.A.C. overlay consisting of a 2" surface course, 3" base course over 6" lime stabilized sdbgrade and all other miscellaneous items of construction to be performed as outlined in the Plans and Specifications which are necessary to satisfactorily complete the work. 5. In the Special Provisions, AWARDING OF CONTRACT AND WORKI—ND DAYS: , add the following: B -I . Unit I may begin following completion of water main construction. Unit II or Unit III can not be started until McLean Middle School summer recess begins. J i = = = © = © © ® © © ® ® War =. MAR -23-99 TOE 10:27 PM F. WW. DEPT. ENGINEERING FAX NO, 817 871 7854 P. 5 C. The contractor must bid on all three units. A contract may be awarded based on the combined bid total for Unit I and Unit II or individual contracts for Units I, II and III, based on each units low bid. The City reserves the right to award any one single unit. Owner will evaluate bids and select the construction alternative which is most advantageous to the City. The contract I17 be awarded as follows: Unit I only (one contractor), Unit II only (one contractor), Unit I + Unit II (one contractor), Unit III only (one contractor). The contractor must bid on all three units to be considered responsive. D. The number of working days for Unit I is 30. The number of working days for Unit II is 20. The number of working days for Unit I It is 45. 6. PAY ITEM NO.9 ( Unit III ) —5" H.M.A.C. OVERLAY This item shall consist of a 2 -inch surface course, Type "D" Mix and a 3 -inch base course, Type "B" Mix. All provisions of Standard Specification Item 312 Hot -Mix Asphaltic Concrete' shall apply_ Construction Standard Drawing No. S — S lB , Residential Paving Type 2 shall apply except as modified herein: a) Lime Dosage shall be 28 LB./S.Y. b) Street width is 30 fl., F -F. c) 6" Lime Stabilized subgrade will be used d) A 6" crown will be constructed 7. In the Minority and Women Business Enterprise Specifications, delete entire section and replace with four revised sections. Please acknowledge receipt of the Addendum in the bid proposal and on the outside of the sealed envelope. RECEIPT ACKNOWLEDGED: WALT WILLIAMS CONST. INC. P. 0., BOX 4620 FORT WORT , TEXAS 76164 I. A. DOUGLAS RADEMAKER, P.E. DIRECTOR, DEPARTMENT OF ENGINEERING Jo ing, F.E. p, ' Manager, k ngineering Services 00 00 00 ac SLOPE t14"PER FOOT 5 1316 5 0' - 60' R.O.W. 30`-011 y' HMAC SURFACE HMAC BASE 6"MIN. FOUNDATION COURSE6" TAMPED CEMENT OR LIME STABILIZED TOPSOIL I SUBGRADE (SEE NOTE) MINIMUM EXCAVATION OUTLINE TAMPET FOR STREET CONSTRUCTION SELECT BACKFILL FOUNDATION COURSE IF THE NATURAL SUBGRADE HAS A R3. LESS THAN 10,THE ENGINEER MAY SPECIFY CEMENT .TREATED SUBGRADE AFTER CONSIDERING LINEAR SHRINKAGE,SOIL CLASSIF- ICATION,SEEPAGE AND OTHER FACTORS. IF THE NATURAL SUBGRADE HAS A P.J. OF GREATER THAN 10, LIME TREATED SUBGRADE SHALL BE USED. IF SUFFICIENT DEPTH OF SUITABLE SUBGRADE MATERIAL IS NOT AVAILABLE, IT SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL,AN ALTERNATE STABILIZING AGENT MAY BE USED IF APPROVED BY THE ENGINEER. MINIMUM AMOUNT LIME TO BE USED SHALL BE 28 LBS, PER SQ. YD. OR AS SPECIFIED ON THE PLANS. MINIMUM AMOUNT CEMENT TO BE USED SHALL BE HO LESS. PER SQ. YD. OR AS SPECIFIED ON THE PLANS. REVISED: 9/47187 J.A.N./W.R.M. REVISED EFW/WRM 6-JI-84 SLOPE 1/4" PER FCO 18" -PRIME COAT TACK COAT AS REQUIRED R 6"MIN.TAMPE TOPSOIL \TAMPED SELECT BACKFILL EXPANSION JOINT IN CURB AND GUTTER TO BE AT BRIDGES, INTERSECTIONS, A -ND OTHER STRMCTURES, AND AT SPACINGS NOT TO EXCEED 200 FT. ALL JOINTS TO BE PROPERLY SEALED. SEE DRAWING NO. S -S3 AND S -S4 FOR CURB AND GUTTER DETAILS. HMAC IS HOT MIX ASPHALTIC CONCRETE. SEE STANDARD SPECIFICATIONS NO.312, NOT TO SCALE RESIDENTIAL PAVING TYPE 2. CITY OF FORT WORTH, TEXAS -CONSTRUCTION STANDARD DRAWING NO. S -S lB DATE: OCT. 1972 © © © C= ® = C] = © = = ® © ® = = O © © = © [. © = Q ® Q A-15- 4:7 M0N 4: �7 PM F, W, DEPT, 1EINIERIN FAX ?fib, 817 $71 7554 P, 0 CITY OF FORT WORTH fl HIGHWAY CONSTRUCTION Q PREVAII.TNG WAGE RATES FOR 1999 AIR TOOL OPERATOR $9.00 9,55 ASPHALT RAKER 8.80 ASPHALT SHOVELER 11.51 BATCIIING PLANT WEIGHER 10.30 CARPENTER 10.50 CONCRETE FINISHER -PAVING 8 9.3 fl CONCRETE FINISHER -STRUCTURES 9.84 CONCRETE RUBBER 15.37 ELECTRICIAN 7,55 FLAGGER FORM BUILDER -STRUCTURES 9.$3 9.00 FORM LINER -PAVING & CURB 9.24 FORM SETTER -PAVING & CURB 9.09 FORM SETTER -STRUCTURES 7.32 n LABORER -COMMON 8.94 U LABORER -UTILITY 12.68 MECHANIC 10.17 OILER 9.41 SERVICER 11.00 PAID ITER-STRUCTURES 8.98 PIPB LAYER 11.50 BLASTER 10.29 fl ASPHALT DISTRIBUTOR OPERATOR 10.30 LI ASPHALT PAVING MACHINE 8.72 BROOM OR SWEEPER OPERATOR 10.74 BULLDOZER 925 fl CONCRETE CURING MACHINES 11.13 CONCRETE FINISHING MACHINE 10.42 CONCRETE PAVING JOINT MACHINE 9.00 CONCRETE PAVING JOINT SEALER 10.39 CONCRETE PAVING SAW 10.$0 CONCRETE PAVING SPREADER 9.92 LI SI.IPFORM MACHINE OPERATOR 11.04 CRANE, CLAMSHELL, BACKHOE, I]FIUUCK, DRAGLINE, SHOVEL. 10 00 FOUNDATION DRILL OPERATOR CRAWLER MOUNTED 11.83 11.83 . FOUNDATION DRILL OPERA;POR TRUCK MOUNTED U 96 FRONT END LOADER 8.62 MILLING MACHINE OPERATOR 10.30 MIXER MOTOR GRADER OPERATOR FINE GRADE 11.97 10.96 MOTOR GRADER OPERATOR 7.32 PAVEMENT MARKING MACHINE 9.06 ROLLER, STEEL WHEEL PLANT -MIX PAVEMENTS 8.59 ROLLER, STEEL WHEEL OTHER PLATWHEEL OR TAMPING 8.48 El ROLLER, PNEUMATIC, SELF-PROPELLED SCRAPER 9.63 SCRAPER 10.58 TRACTOR•CRAWLER TYPE 9.15 TRACTOR -PNEUMATIC: 8.83 TRAVELING MIXER 12.00 WAGON -DRILY, BORING MACHINE 13.21 REINFORCING STEEL SETTEK-PAVINO 13.31 REINFORCING STEEL SETTER -STRUCTURES 14.80 STEEL WORKER -STRUCTURAL 10.00 SPREADER BOX OPERATOR 7.32 WORK ZONEBARRICADEEl 8,965 TRUCK DRIVER -SINGLE AXLE LIGHT 9.02 TRACK DRIVER -SINGLE AXLE HEAVY 8.77 TRUCK DRIVER -TANDEM AXLE SEMI TRAILER 10.44 TRUCK I3RTVER-LOWBOY/FLOAT 9.47 TRUCK DRIVER -TRANSIT MIX 9.00 n TRUCK DRIVER -WINCH 7.32 'U VIBRATOR OPERATOR-IIA.ND TYPE 11.57 WELDER El , 0 Within ten (10) days after acceptance of this Proposal, the undersigned will execute the formal contract and will deliver an approved Surety Bond and such other bonds as required by the Contract Documents, for the faithful performance of the Contract. The attached bid security in the amount of 5% is to become the property of the City of Fort Worth, Texas, in the event the contract and bond or, bonds are not executed and delivered within the time above set forth, as liquidated damages for the delay and additional work caused thereby. The undersigned bidder certifies that he has been furnished at least one set of the General Contract Documents and General Specifications for Water Department Projects dated January 1, 1978, and that he has read and thoroughly understands all the requirements and conditions of those General Documents and the Li specific Contract Documents and appurtenant plans. The undersigned bidder further certifies' that he has been furnished at least one set of the `Standard Specifications for Street and Storm Drain Construction -City of Fort Worth', and that he has read and thoroughly understands all the requirements and conditions of that document and the specific Contract Documents and appurtenant plans. The undersigned agrees to pay not less than the "Prevailing Wage Rates" as established by the City of Fort Worth, Texas. The undersigned assures that its employees and applicants for employment and those of any labor organization, subcontractors, or employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278 as amended by City Ordinance No. 7400. The Bidder agrees to begin construction within 10 calendar days after issue of the work order, and to LI complete the contract within 40 working days after beginning construction as set forth in the written work order to be furnished by the Owner. (Complete A or B below, as applicable:) The principal place of business of our company is in the State of 7'c s Nonresident bidders in the State of , our principal place of business, are required to be percent lower than resident bidders by state law. A copy of the statute is attached. Non resident bidders in the State of , our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or Lr' majority owner is in the State of Texas. LI I (we) acknowledge receipt of the following addenda to the plans and specifications, all of the provisions and requirements of which have been taken into consideration on preparation of the foregoing bid: Addendum No. 1 (Initials) Addendum No. 3 (Initials) Addendum No. 2 (Initials)`! Addendum No. 4 (Initials) Respectfully submitted, By GtJ. Title Address (Seal) 0*'"" 1 AO Date: , .i ♦999 Telephone: ('2) 2) — � — .2C9 / City of Fort Worth Minority and Women Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY If the total dollar value of the contract is $25,000 or more, the M/WBE goal is applicable. If the total dollar value of the contract is less than $25,000, the M/WBE goal is not applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority/Womer': Business Enterprises (MIWBE) in the procurement of all goods and services to the City on a contractual basis. The objective of the Policy is to increase the use of M/WBE firms to a level comparable to the availability of M/WBEs that provide goods and services directly or indirectly to the City. MIWBE PROJECT GOALS The City's MBE/WBE goal on this project is 15 % 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 MIWBE goal, or; 2. Good Faith Effort documentation, or; 3. Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. 1. M/WBE Utilization Form: received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. 2. Prime Contractor Waiver Form: received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. 3. Good Faith Effort Form: received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S M/WBE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE TO SPECIFICATIONS. Any questions, please contact the M/WBE Office at (817) 871-6104. Rev,612/9P, ATTACHMENT 1A Page 1 of 2 City of Fort Worth Minority and Women Business Enterprise Specifications MBE/WBE UTILIZATION li/s/f rl LINO: /999 PRIME COMPANY NAME BID DATE PROJECT NAME PROJECT NUMBER CITY'S M/V,,BE PROJECT GOAL: 2 3Z M/WBE PERCENTAGE ACHIEVED: Failure to complete this form, in its entirety with supporting documentation, and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bid specifications. The undersigned bidder agrees to enter into a formal agreement with the MBE and/or WBE firms for work listed in this schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non -responsive to specifications. Company Name, Contact Name, Certified Specify All Contracting Specify All Items to be Dollar Amount Address, and Telephone No. Scope of Work (*) Supplied(*) _ C > OG Cv n m U X . (n Z r= 7<I- 7ciry A/ w 0 MIWBEs must be located in the 9 (nine) county marketplace or currently doing business in the marketplace at the time of bid. (*) Specify all areas in which MWBE's are to be utilized and/or items to be supplied: (*) A complete listing of items to be supplied is required in order to receive credit toward the MIWBE goal. (•*) Identify each Tier level. Tier: Means the level of subcontracting below the prime contractor/consultant, i.e., a aired payment from the prime contractor to a subcontractor is considered I" tier, a payment by a subcontractor to its supplier is considered 2n° tier. 1 THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID OPENING, EXCLUSIVE OF THE BID OPENING DATE Rev. 6/2/98 ATTACHMENT 1A Page 2 of 2 City of Fort Worth Minority and Women Business Enterprise Specifications MBE/WBE UTILIZATION Company Name, Contact Name, Address, and Telephone No. Certified Specify All Contracting Scope of Work (*) Specify All Items to be Supplied(*) $m N Dollar Amount V Z - oo X r ~ Z The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) and/or WBE(s) arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed by the MBE(s) and/or WBE(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 creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work for a period of time not less than one (1) year. ALL MBEs and WBEs MUST BE CERTIFIED BY THE CITY BEFORE CONTRACT AWARD ��i.r w. Srt�l� 'Atlihorized Signature Printed Signature Title Contact Name and Title (if different) Company Name , t3 c 2 Address 'e6 A►, 7 ;del' 7L,t¢ City/State/Zip Code Telephone Number (s) 6Pi>>- GzL —oa 3S _— Fax Number Date THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS i.)A`.'S :z.FI ER BID OPENING, EXCLUSIVE OF THE BID OPENING DATE Rev. 612198 M I 1 f1V11IuIL1• I Iu Page 1 of 1 City of Fort Worth Minority and Women Business Enterprise Specifications Prime Contractor Waiver Prime Company Name Bid Opening Date Project Name Project Number If both answers to this form are YES, do not complete ATTACHMENT 1C(Good Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO, then you must complete ATTACHMENT 1C. This form is only applicable if both answers are yes. Failure to complete this form in its entirety and be received by the Managing Department on or before 5.00 p.m., five (5) City business days after bid opening, exclusive of the bid opening date, will result in the bid being considered non -responsive to bid specifications. Will you perform this entire contract without subcontractors? Yes No If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an operational profile of your business. Will you perform this entire contract without suppliers? Yes No If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an inventory profile of your business. The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) and/or WBE(s) on this contract, the payment therefore and any proposed changes to the original MBE(s) and/or WBE (s) arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed by the MBE(s) and/or WBE(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 creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work for a period of time not less than one (1) year. Authorized Signature Title Company Name Address Printed Signature Contact Name (if different) Contact Telephone Number (s) Fax Number Rev. 612198 ATTACHMENT 1C Page 1 of 3 City of Fort Worth Minority and Women Business Enterprise GOOD FAITH EFFORT c, i 1997 Prime Company Name Bid Date Project 14ame — o3oi/Sd 9S"4 Project Number If you have failed to secure MIWBE participation and you have subcontracting and/or supplier opportunities or if your MIWBE participation is less than the City's project goal, you must complete this form. If the bidder's method of compliance with the MIWBE goal is based upon demonstration of a "good faith effort", the bidder will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 6 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation the facts or intentional discrimination by the bidder. Failure to complete this form, in its entirety with supporting documentation, and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bid specifications. 1.) Please list each and every subcontracting and/or supplier opportunity (DO NOT LIST NAMES OF FIRMS) which will be used in the completion of this project, regardless of whether it is to be provided by a M/WBE or non- MIWBE. (Use additional sheets, if necessary) List of: Subcontracting Opportunities fG✓d, 7"i irr/��Wev`�►4S dI List of: Supplier Opportunities /5."- c . tf.. `t c-"-' "-' C�i I IA t�(.i ATTACHMENT 1C Page 2 of 3 2.) Did you obtain a current list of MIWBE firms from the City's MIWBE Office? The list is considered in compliance, if it is not more than 3 months old from the date of bid opening. Yes Date of Listing o z/ Z 3 / 99 No 3.) Did you solicit bids from MIWBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? /Yes If yes, attach M/WBE mail listing to include name of firm and address and a dated No copy of letter mailed. ./( 3/2/99 4.) Did you solicit bids from MIWBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? Yes If yes, attach list to include name of MIWBE firm, person contacted, No phone number and date and time of contact. NOTE: A facsimile may be used to comply with either 3 or 4, but may not be used for both. If a facsimile is used, attach the fax confirmation, which is to provide MIWBE name, date, time, fax number and documentation faxed. NOTE: If a SIC list of MIWBE is ten or less, the bidder must contact the entire list to be in compliance with questions 3 and 4. If a sic list of MIWBE is more than ten, the bidder must contact at least two- thirds of the list but not less than ten to be in compliance with questions 3 and 4. 5.) Did you provide plans and specifications to potential M/WBEs or information regarding the location of plans and specifications in order to assist the M/WBEs? `/Yes No 6.) If MIWBE bids were received and rejected, you must: (1) List the MIWBE firms and the reason(s) for rejection (i.e., quotation not commercially reasonable, qualifications, etc.) and (2) Attach affidavit and/or documentation to support the reason(s) listed below (i.e.. letters, memos, bids, telephone calls, meetings, etc.) (Please use additional sheets. if necessary, and attach.) Company Name Telephone• Contact Person Scope of Work Reason for Rejection ATTACHMENT IC Page 3 of 3 ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain MIWBE participation on this project. The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work for a period of time not less than one (1) year. The undersigned certifies that the was/were contacted in good faith. Attachment IC will be contacted and the C'ty's MIWBE Office. A1ihorized Signature Title `t.f Company Name yC�i� �i/Zo Address City/State/Zip information provided and the MIWBE(s) listed It is understood that any M/WBE(s) listed in the reasons for not using them will be verified by Printed Signature Contact Name and Title (if different) Telephone Number(s) (,7J- Fax Number Date I J SPECIAL PROVISIONS fl FOR: RECONSTRUCTION OF BRADY AVENUE FROM CAROLYN ROAD TO GRANBURY ROAD PROJECT NO. C115-030115095115 FILE NO. K-1420 DOE NO. 2279 I SCOPE OF WORK: The work covered by these plans and specifications consist of 3" H.M.A.C. pavement over 8" cement stabilized pulverized subgrade and all other miscellaneous items of construction to be performed as outlined in the Plans and Specifications which are necessary to Dsatisfactorily complete the work. AWARDING OF CONTRACT AND WORKING DAYS: A. Contract may not necessarily be awarded to the lowest bidder. The City Engineer shall evaluate and recommend to the City Council the best bid which is considered to be in the best interest of the City. B. Brady Avenue from Stadium Drive to Granbury Road must remain accessible to McLean Middle school bus and passenger vehicles. This section of project must be reconstructed during summer recess (May 29 to August 6, 1999). 2. All utilities and right-of-way easements are expected to be clear on this project within sixty (60) days of advertisement of this project. The work order for subject project will not be issued until all utilities and Dright-of-way easements are clear. The Contractor shall not hold the City of Fort Worth responsible for any delay in issuing the work order for D this Contract. 3. Contract will be awarded to the lowest responsive bidder. I 0 4. 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 based on the grand total bid, 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. 5. INCREASE OR DECREASE IN QUANTITIES: The quantities shown in the proposal are approximate. It is the Contractor's sole responsibility to verify all the minor pay item quantities prior to submitting a bid. When the quantity of work to be done or materials to be furnished under any major pay item of the contract is more than 125% of the quantity stated in the contract, whether stated by Owner or by Contractor, then either party to the contract, upon demand, shall be entitled to negotiate for revised consideration on the portion of work above 125% of the quantity stated in the contract. When the quantity of the work to be done or materials to be furnished under any major pay item of the contract is less than 75% of the quantity stated in the contract, whether stated by Owner or by Contractor, then either party to the contract, upon demand, shall be entitled to negotiate for revised consideration on the portion of work below 75% of the quantity stated in the contract. This paragraph shall not apply in the event Owner deletes a pay item in its entirety from this contract. SP -1 A major pay item is defined as any individual bid item included in the proposal that has a total cost equal to or greater than 5 percent of the original contract. A minor pay item is defined as any individual bid item included in the proposal that has a total cost less than 5 percent of the original contract. In the event Owner and Contractor are unable to agree on a negotiated price, Owner and Contractor agree that the consideration will be the actual field cost of the work plus 15% as described herein below, agreed upon in writing by the Contractor and Department of Engineering and approved by the City Council after said work is completed, subject to all other conditions of the contract. As used herein, field cost of the work will include the cost of all workmen, foremen, time keepers, mechanics and laborers; all materials, supplies, trucks, equipment rental for such time as actually used on such work only, plus all power, fuel, lubricants, water and similar operating expenses; and a ratable portion of premiums on performance and payment bonds, public liability, Workers Compensation and all other insurance required by law or by ordinance. The Director of the Department of Engineering will direct the form in which the accounts of actual field cost will be kept and will recommend in writing the method of doing the work and the type and kind of equipment to be used but such work will be performed by the Contractor as an independent Contractor and not as an agent or employee of the City. The 15% of the actual field cost to be paid to the Contractor shall cover and compensate him for profit, overhead, general supervision and field office expense and all other elements of cost and expense not embraced with the actual field cost as herein specified upon request, the Contractor shall provide the Director of Engineering access to all accounts, bills and vouchers relating thereto. 6. 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. 7. 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, 2°d Floor, Municipal Building, Fort Worth, Texas 76102. The specifications applicable to each pay item are indicated in the call -out for the pay item by the Engineer. If not shown, then applicable published specifications in either of these documents may be followed at the discretion of the Contractor. General Provisions shall be those of the Fort Worth document rather than Division 1 of the North Central Texas document. 8. 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 "nonresponsive" and rejecting bids or voiding contract as appropriate and as determined by the Director of the Department of Engineering. 9. The Contractor shall be responsible for defects in this project due to faulty materials and workmanship, or both, for a period of one (1) year 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. 10. Construction stakes for line and grade will be provided by the City as outlined on page 17, Standard Specifications for Construction, City of Fort Worth. SP -2 0 11. TRAFFIC CONTROL: The contractor shall be responsible for providing traffic control during the construction of this project consistent with the provisions set forth in the "1980 Texas Manual on Uniform ci Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways," codified as Article 6701d Vernon's Civil Statues, pertinent sections being Section Nos. 27, 29, 30 and 31. ci 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, Traffic Services Division (phone number 871-8100), to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above referenced manual and such temporary sign must be installed prior to the removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the ci permanent sign can be reinstalled the Contractor shall again contact the Signs and Markings Division to reinstall the permanent sign and shall leave his temporary sign in place until such reinstallation is completed. [} 12. PAYMENT: The Contractor will receive full payment from the City for all work. 13. 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 U 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 fmal approval or disapproval; and the action thereon by the Council shall be fmal and binding. If delay is caused by specific orders given by the Engineers to stop work or by the performance of extra work or by the failure of the City to provide material or necessary instructions for carrying on the work, then such delay will entitle the Contractor to an equivalent extension of time, his application for which shall, however, be subject to the approval of the City Council; and no such extension of time shall release the Contractor or the surety on his performance bond form all his obligations hereunder which shall remain in full force until the discharge of the contract. ci 14. DETOURS AND BARRICADES: The Contractor shall prosecute his work in such a manner as to create a minimum of interruption to traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project area: Contractor shall protect construction as required by Engineer by providing barricades. Barricades, warning and detour signs shall conform to the Standard Specifications "Barriers and Warning a and/or Detour Signs," Item 524 and/or as shown on the plans. "1980 Construction signing and barricades shall conform with Texas Manual on Uniform Traffic Control Devices, Vol. No. 1." 1] 15. During the construction of this project, it is required that all parkways be excavated and shaped at the same time the roadway is excavated. Excess excavation will be disposed of at locations approved by the ci engineer. 16. DISPOSAL OF SPOIL/FILL MATERIAL: Prior to the disposing of any spoil/fill material, the contractor shall advise the Director of the Department of Engineering acting as the City of Fort Worth's Flood Plain Administrator ("Administrator"), of the location of all sites where the contractor intends to dispose of ci such material. Contractor shall not dispose of such material until the proposed sites have been determined by the Administrator to meet the requirements of the Flood Plain Ordinance of the City of Fort Worth (Ordinance ci No. 10056). All disposal sites must be approved by the Administrator to ensure the filling is not occurring within a flood plain without a permit. A flood plain permit can be issued upon approval of necessary engineering studies. No fill permit is required if disposal sites are not in a flood plain. Approval of the contractors disposal sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain fill Permit authorizing fill within the flood plain. Any expenses 0 SP -3 associated with obtaining the fill permit, including any necessary engineering studies, shall be at the contractors expense. In the event that the contractor disposes of spoil/fill materials at a site without a fill permit or a letter from the administrator approving the disposal site, upon notification by the Director of Engineering, contractor shall remove the spoil/fill material at its expense and dispose of such materials in accordance with the Ordinance of the City and this section. 17. During the construction of this project, the Contractor shall comply with present zoning requirements of the City of Fort Worth in the use of vacant property for storage purposes. 18. All objectionable matter required to be removed within the right-of-way and not particularly described under these specifications shall be covered by Item No. 102, "Clearing and Grubbing" and shall be subsidiary to the other items of the contract. 19. Final cleanup work shall be done for this project as soon as the paving and curb and gutter has been constructed. No more than seven days shall elapse after completion of construction before the roadway and right-of-way is cleaned up to the satisfaction of the Engineer. 20. QUALITY CONTROL TESTING: (a) The contractor shall furnish, at its own expense, certifications by a private laboratory for all materials proposed to be used on the project, including a mix design for any asphaltic and/or Portland cement concrete to be used and gradation analysis for sand and crushed stone to be used along with the name of the pit from which the material was taken. The contractor shall provide manufacturer's certifications for all manufactured items to be used in the project and will bear any expense related thereto. (b) Tests of the design concrete mix shall be made by the contractor's laboratory at least nine days prior to the placing of concrete using the same aggregate, cement and mortar which are to be used later in the concrete. The contractor shall provide a certified copy of the test results to the City. (c) Quality control testing of in situ material on this project will be performed by the City at its own expense. Any retesting required as a result of failure of the material to meet project specifications will be at the expense of the contractor and will be billed at commercial rates as determined by the City. The failure of the City to make any tests of materials shall in no way relieve the contractor of its responsibility to furnish materials and equipment conforming to the requirements of the contract. (d) Not less than 24 hours notice shall be provided to the City by the contractor for operations requiring testing. The contractor shall provide access and trench safety system (if required) for the site to be tested and any work effort involved is deemed to be included in the unit price for the item being tested. (e) The contractor shall provide a copy of the trip ticket for each load of fill material delivered to the job site. The ticket shall specify the name of the pit supplying the fill material. 21. PROPERTY ACCESS: Access to adjacent property shall be maintained at all times unless otherwise .directed by the Engineer. 22. CONSTRUCTION SCHEDULE: 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 cleanup. 23. SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES: The following procedures will be followed regarding the subject item on this contract: SP -4 0 0 (a) A warning sign not less than five inches by seven inches, painted yellow with black letters that are legible at twelve feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling Drigs, 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." D(b) Equipment that may be operated within ten feet of high voltage lines shall have an insulating cage -type of guard about the boom or arm, except back hoes or dippers and insulator links on the lift hood connections. (c) When necessary to work within six feet of high voltage electric lines, notification shall be given the power company (TU Electric Service Company) which will erect temporary mechanical barriers, de -energize the line or raise or lower the line. The work done by the power company shall not be at the expense of the E] 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. O (d) The contractor is required to make arrangements with the TU Electric Service Company for the temporary relocation or raising of high voltage lines at the contractor's sole cost and expense. (e) No person shall work within six feet of a high voltage line without protection having been taken as outlined in Paragraph (c). 24. Any contractor performing any work on Fort Worth water or sanitary sewer facilities must be pre - qualified with the Water Department to perform such work in accordance with procedures described in the current Fort Worth Water Department General Specifications which general specifications shall govern performance of all such work. 25. RIGHT TO AUDIT: (a) Contractor agrees that the City shall, until the expiration of three (3) years after fmal payment under this contract have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of the contractor involving transactions relating to this contract. Contractor agrees that the City shall have access during normal working hours to all necessary contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this section. The City shall give contractor reasonable advance notice of intended audits. (b) Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, under the expiration of three (3) years after fmal payment under 0 the subcontract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of such subcontractor involving transactions to the subcontract and further, that City shall have access during normal working hours to all subcontractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the Q provisions of this article together with subsection (c ) hereof. City shall give subcontractor reasonable advance notice of intended audits. (c) Contractor and subcontractor agree to photo copy such documents as may be requested by the City. The City agrees to reimburse contractor for the cost of copies as follows: El 1. 50 copies and under $0.10 per page. 2. More than 50 copies $0.85 for first $0.15 for each thereafter. page plus page (d) "Contractor agrees that the City shall, until the expiration of three (3) years after fmal payment under this O 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 El SP -5 compliance with the provisions of this article. City shall give subcontractor reasonable advance notice of intended audits." NON -PAY ITEM No.1- - CLEARING AND GRUBBING: All objectionable items within the limits of this project and not otherwise provided for shall be removed under this item in accordance with Standard Specification Item 102, "Clearing and Grubbing." However, no direct payment will be made for this item and it shall be considered incidental to this contract. NON -PAY ITEM No.2- - SPRINKLING FOR DUST CONTROL: All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall apply. However, no direct payment will be made for this item and it shall be considered incidental to this contract. NON -PAY ITEM No.3- - PROTECTION OF TREES, PLANTS AND SOIL: All property along and adjacent to the Contractor's operations including lawns, yards, shrubs, trees, etc. shall be preserved or restored after completion of the work to a condition equal or better than existed prior to start of work. The City of Fort Worth shall provide black sod and hydromulch where necessary as determined by the Construction Engineer. By ordinance, the contractor must obtain a permit from the City Forester before any work (trimming, removal or root pruning) can be done on trees or shrubs growing on public property including street rights -of -way and designated alleys. This permit can be obtained by calling the Forestry Office at 871-5738. All tree work shall be in compliance with pruning standards for Class II Pruning as described by the National Arborist Association. A copy of these standards can be provided by calling the above number. Any damage to public trees due to negligence by the Contractor shall be assessed using the current formula for Shade Tree Evaluation as defined by the International Society of Arboriculture. Payment for negligent damage to public trees shall be made to the City of Fort Worth and may be withheld from funds due to the Contractor by the City. To prevent the spread of the Oak Wilt fungus, all wounds on Live Oak and Red Oak trees shall be immediately sealed using a commercial pruning paint. This is the only instance when pruning paint is recommended. NON -PAY ITEM No.4- - CONCRETE COLORED SURFACE: All concrete flared surface (wheelchair ramp wing or curb) shall be colored with LITHOCHROME color hardener or equal. A brick red color, a dry -shake hardener manufactured by L.M. Scofield Company or equal, shall be used in accordance with manufacturers instructions. Contractor shall provide a sample concrete panel of one foot by one foot by three inches dimension, or other dimension approved by the Engineer, meeting the aforementioned specifications. The sample, upon approval of the Engineer, shall be the acceptable standard to be applied for all construction covered in the scope of this Non -Pay Item. No direct payment will be made for this item and it shall be considered incidental to this contract. The method of application shall be by screen, sifter, sieve, or other means in order to provide for a uniform color distribution. NON -PAY ITEM No.5- - SILICONE JOINT SEALING FOR CONCRETE PAVEMENT: CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS DEPARTMENT SP -6 ci 0 a 0 0 I 0 0 0 SPECIFICATION for SILICONE JOINT SEALING (Revision 1, October 18, 1989) (Revision 2, May 12, 1994) SCOPE This specification for silicone joint sealing Portland Cement Concrete pavement and curbs shall supersede Item 314.2. (11) "Joint Sealing Materials" of STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY OF FORT WORTH, and Item 2.210 "Joint Sealing" of STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH TEXAS COUNCIL OF GOVERNMENTS. 2. DESCRIPTION This specification for silicone joint sealing shall apply to but shall not be limited to, all Portland Cement Concrete street pavement and curbs. 3. MATERIALS 3.1 The silicone joint sealant shall meet Federal Specification TT -S-00 1543A for Class A sealant except as modified by the test requirements of this specification. Before the installation of the joint sealant, the Contractor shall furnish the Engineer certification by an independent testing laboratory that the silicone joint sealant meet these requirements. D 3.2 The manufacturer of the silicone joint sealant shall have a minimum two-year demonstrated, documented successful field performance with Portland Cement Concrete pavement silicone joint sealant systems. Verifiable documentation shall be submitted to the Engineer. Acetic acid cure sealants shall not be accepted. U The silicone sealant shall be cold applied. 3.3 Self -Leveling Silicone Joint Sealant 0 The joint sealant shall be Dow Coming 890 -SL self -leveling silicone joint sealant as manufactured by Dow Coming Corporation, Midland, MI 48686-0994, or an approved equal. a 0 0 0 0 0 Self -Leveling Silicone Joint Sealant Test Method Test Requirement AS SUPPLIED MIL -S-8802 ASTM D 1475 Non Volatile Content, % min. Extrusion Rate, grams/minute Specific Gravity Skin -Over Time, minutes max. Cure Time, days Full Adhesion, days AS CURED - AFTER 21 DAYS AT 25C (77F) AND 50% RH ASTM D 412, Die C Mod. Elongation, % min. 96 to 99 275 to 550 1.206 to 1.340 60 14 to 21 14 to 21 1400 SP -7 0 ASTM D 3583 Modulus @ 150% Elongation, psi max. 9 (Sect. 14 Mod.) ASTM C 719 Movement, 10 cycles @ +100/-50% No Failure ASTM D 3583 Adhesion to Concrete, % Elongation min. 600 (Sect. 14 Mod.) ASTM D 3583 Adhesion to Asphalt, % Elongation min. 600 (Sect. 14 Mod.) . 3.4 The joint filler sop shall be of a closed cell expanded polyethylene foam backer rod and polyethylene bond breaker tape of sufficient size to provide a tight seal. The back rod and breaker tape shall be installed in the saw -cut joint to prevent the joint sealant from flowing to the bottom of the joint. The backer rod and breaker tape shall be compatible with the silicone joint sealant and no bond or reaction shall occur between them. Reference is made to the "Construction Detail" sheet for the various joint details with their respective dimensions. 4. TIME OF APPLICATION On newly constructed Portland Cement Concrete pavement, the joints shall be initially saw cut to the required depth with the proper joint spacing as shown on the "Construction Detail" sheet or as directed by the Engineer within 12 hours of the pavement placement. (Note that for the "dummy" joints, the initial 1/4 inch width "green" saw -cut and the "reservoir" saw cut are identical and should be part of the same saw cutting operation. Immediately after the saw cutting pressure washing shall be applied to flush the concrete slurry from the freshly saw cut joints.) The pavement shall be allowed to cure for a minimum of seven (7) days. Then the saw cuts for the joint sealant reservoir shall be made, the joint cleaned, and the joint sealant installed. During the application of the joint sealant, the weather shall not be inclement and the temperature shall be 40F (4C) and rising. 5. EQUIPMENT 5.1 All necessary equipment shall be furnished by the Contractor. The Contractor shall keep his equipment in a satisfactory working condition and shall be inspected by the Engineer prior to the beginning of the work. The minimum requirements for construction equipment shall be as follows: 5.2 Concrete Saw: The sawing equipment shall be adequate in size and power to complete the joint sawing to the required dimensions. 5.3 High Pressure Water Pump: The high pressure cold water pumping system shall be capable of delivering a sufficient pressure and volume of water to thoroughly flush the concrete slurry from the saw -cut joint. 5.4 Air Compressors: The delivered compressed air shall have a pressure in excess of 90 psi and 120 cftn. There shall be suitable reaps for the removal of all free water and oil from the compressed air. The blow -tube shall fir into the saw -cut joint. 5.5 Extrusion Pump: The output shall be capable of supplying a sufficient volume of sealant to the joint. 5.6 Injection Tool: This mechanical device shall apply the sealant uniformly into the joint. SP -8 El I 5.7 Sandblaster: The design shall be for commercial use with air compressors as O specified in Paragraph 5.4. 5.8 Backer Rod Roller and Tooling Instrument: These devices shall be clean and free of contamination. They shall be compatible with the join depth and width Qrequirements. 0 6. CONSTRUCTION METHODS 6.1 General: The joint reservoir saw cutting, cleaning, bond breaker installation, and joint sealant placement shall be performed in a continuous sequence of operations U6.2 Sawing Joints: The joints shall be saw -cut to the width and depth as shown on Q the "Construction Detail" sheet. The faces of the joints shall be uniform in width and depth along the full length of the joint. 6.3 Cleaning Joints: Immediately after sawing, the resulting concrete slurry shall be completely removed from the joint and adjacent area by flushing with high pressure water. The water flushing shall be done in one -direction to prevent joint contamination. Q When the Contractor elects to saw the joint by the dry method, flushing the joint with high pressure water may be deleted. The dust resulting from the sawing shall be removed from the joint by using compressed air. (Paragraph Rev. 1, October 18, 1989) After complete drying, the joints shall be sandblasted. The nozzle shall be attached to a mechanical aiming device so that the sand blast will be directed at an angle of 45 degrees and at a distance of one to two inches from the face of U the joint. Both joint faces shall be sandblasted in separate, one directional passes. Upon the termination of the sandblasting, the joints shall be blown -out using compressed air. The blow tube shall fit into the joints. The blown joint shall be checked for residual dust or other contamination. If any dust or contamination is found, the sandblasting and blowing shall be repeated until the joint is cleaned. Solvents will not be permitted to remove stains and contamination. Immediately upon cleaning, the bond breaker and sealant shall be placed in the a joint. Open, cleaned joints shall not be left unsealed overnight. Bond Breaker Rod and Tape: The bond breaker rod and tae shall be installed in the cleaned joint prior to the application of the joint sealant in a manner that will u produce the required dimensions. O 6.4 Joint Sealant: Upon placement of the bond breaker rod and tape, the joint sealant shall be applied using the mechanical injection tool. The joint sealant application shall 'not be permitted when the air and pavement temperature is less than 40F (4C). Joints shall not be sealed unless they are clean and dry. IiUnsatisfactorily sealed joints shall be refilled. Excess sealant left on the pavement surface shall be removed and discarded and shall not be used to seal the joints. Q SP -9 The pavement surface shall present a clean final condition. Traffic shall not be allowed on the fresh sealant until it becomes tack -free. Approval of Joints: A representative of the sealant manufacturer shall be present at the job site at the beginning of the final cleaning and sealing of the joints. He shall demonstrate to the Contractor and the Engineer the acceptable method for sealant installation. The manufacturer's representative shall approve the clean, dry joints before the sealing operation commences. 7. WARRANTY The Contractor shall provide the Engineer a manufacturer's written guarantee on all joint sealing materials. The manufacturer shall agree to provide any replacement material free of charge to the City. Also, the Contractor shall provide the Engineer a written warranty on all sealed joints. The Contractor shall agree to replace any failed joints at no cost to the City. Both warranties shall be for one year after final acceptance of the completed work by the Engineer. 8. BASIS OF PAYMENT No separate payment will be made for Silicone Joint Sealant. This item will be considered subsidiary to the contract will include furnishing all materials and for all preparation, delivery, and application of those sealing materials and for all labor, equipment, tools and incidentals necessary to complete the silicone joint sealing in conformity with the plans and these specifications. NON -PAY ITEM No.6— — FINISHING OF PARKWAYS: All provisions of Standard Specification No. 108 `Finishing of Parkways' shall apply except as modified herein: 108.4. MEASUREMENT AND PAYMENT: No direct payment will be made for this item and it shall be considered incidental to this contract. NON -PAY ITEM No.7— — RECONNECTION OF EXISTING DRAINS: All drain lines that drain through the existing curb will be reconnected through the proposed curb. Any relocations or adjustments required to the existing drain line to connect through the proposed curb will be considered subsidiary to this contract and no additional payment will be made. NON -PAY ITEM No.8— — PROJECT CLEAN-UP: The Contractor shall be aware that keeping the project site in a neat and orderly condition is considered an integral part of the contracted work and as such shall be considered subsidiary to the appropriate bid items. Clean up work shall be done as directed by the Engineer as the work progresses or as needed. If, in the opinion of the Engineer it is necessary, clean-up shall be done on a daily basis. Clean up work shall include, but not be limited to: • Sweeping the street clean of dirt or debris • Storing excess material in appropriate and organized manner • Keeping trash of any kind off of residents' property If the Engineer does not feel that the jobsite has been kept in an orderly condition, on the next estimate payment (and all subsequent payments until completed) of the appropriate bid item(s) will be reduced by 25%. SP -10 0 QNON -PAY ITEM No.9— — PROJECT SCHEDULE: Contractor shall be responsible for producing a project schedule at the pre -construction conference. This fl schedule shall detail all phases of construction and allow the contractor to complete the work in the allotted time. Contractor will not move on to the jobsite nor will work begin until said schedule has been received and approval secured from the Construction Engineer. However, contract time will start even if the project Q schedule has not been turned in. Project schedule will be updated and resubmitted at the end of every estimating period. All costs involved in producing and maintaining the project schedule shall be subsidiary to this contract. D a PAY ITEM No. I - UTILITY ADJUSTMENT: [1 This item is included for the basic purpose of establishing a contract price which will be comparable to the fmal cost of making necessary adjustments required due to street improvements to water, sanitary sewer and natural gas service lines and appurtenances where such service lines and appurtenances are the property Downer's responsibility to maintain. An arbitrary figure has been placed in the Proposal; however, this does not guarantee any payment for utility adjustments, neither does it confine utility adjustments to the amount shown in the Proposal. It shall be the "Contractor" responsibility to provide the services of a licensed plumber to fl make the utility adjustments determined necessary by the Engineer. No payment will be made for utility adjustments except those adjustments determined necessary by the Engineer. Should the contractor damage service lines due to his negligence, where such lines would not have required adjustment or repair otherwise, the lines shall be repaired and adjusted by the contractor at the contractor's expense. The payment to the a contractor for utility adjustments shall be the actual cost of the adjustments plus ten percent (10%) to cover the cost of bond and overhead incurred by the contractor in handling the utility adjustments. PAY ITEM No.2- - PROJECT DESIGNATION SIGN: The contractor shall construct and install two (2) Project Designation Signs and it will be the responsibility of the contractor to maintain the signs in a presentable condition at all times on each project under construction. 0 Maintenance will include painting and repairs as directed by the Engineer. It will be the responsibility of the Contractor to have the individual project signs lettered and painted in accordance with the enclosed detail. The quality of the paint, painting and lettering on the signs shall be approved by the Engineer. The height and arrangement of the lettering shall be in accordance with the enclosed detail. The sign shall be constructed of fir plywood, grade A -C (exterior) or better. These signs shall be installed on barricades or as directed by the Engineer and in place at the project site upon commencement of construction. llThe work, which includes the painting of the signs, installing and removing the signs, furnishing the materials, Q supports and connections to the support and maintenance shall be to the satisfaction of the Engineer. The unit price bid per each will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. ElPAY ITEM No. 7- UNCLASSIFIED STREET EXCAVATION: All provisions of Standard Specification 106 `Unclassified Street Excavation' shall apply except as herein modified: PAYMENT: All work performed as prescribed by this item shall be paid for at the unit price bid per LUMP SUM for `Unclassified Street Excavation' which price shall constitute payment in full for excavation, loading, ElSP -11 hauling, shrinkage, and for the satisfactory disposal of unsuitable and excess materials; finishing slopes, ditches and parkways, for all maintenance blading or scarifying the ground surface, and for furnishing all labor, tools, materials, equipment, and incidentals necessary to complete the work. Contractor should be aware that this item will cover all excavations required including, but not limited to, 3" undercutting as described in attached recommendations, any excavation due to lowering of proposed curb line, and any excavation required to shape existing subbase to the standard crown for the proposed roadway. Based on the above criteria, the Engineer has estimated the Unclassified Street Excavation quantity at 400 C.Y. (Based on 3" undercut & 0.1' average lowering of proposed curb both left and right). This estimate is intended to aid the Contractor in submitting a bid for this item. The Contractor will receive no additional payment should the actual quantity removed vary from this estimate. PAY ITEM No. 8 & PAY ITEM No.9 — 8" PULVERIZATION & 3" H.M.A.C. OVERLAY TYPE "D" MIX: The construction sequencing for this project and specifically for this item is described by the following attached recommendations provided by Department of Engineering Construction Services Division. In addition, it should be noted that subsidiary to the unit price bid per S.Y. for `8" Pulverization' shall be any unclassified street excavation (Std. Spec. 106) required to bring the sub -grade to the typical section before the pulverized material is moved back into the roadway for compaction & cement manipulation. PAY ITEM No. 10 — 7" CURB & 18" GUTTER: All provisions of Standard Specification No. 502 `Concrete Curb & Gutter' shall apply except as modified herein: Subsidiary to the unit price bid per linear foot shall be the following: a) A minimum of 5" or greater as required depth of flexbase material properly compacted under the proposed curb and gutter as shown in the construction details. b) Flexbase material to a depth of at least 8" and a width as required in the roadway adjacent to the proposed gutter where the existing pavement and subbase was removed to allow for the forms to be placed to pour the proposed curb and gutter. This is intended to replace the necessary material required for the pulverization process. c) If the Contractor fails to backfill either in front of the gutter or behind the curb within seven (7) calendar days of pouring the curb and gutter, the amount paid for the curb and gutter shall be reduced by 25% until the backfill operation is complete. PAY ITEM No. 13-6" PIPE SUBDRAIN: No specific location for this item is designated on the plans. Subdrain shall be installed only if field conditions indicate ground water at subgrade level after excavation and if deemed necessary by the Engineer. PAY ITEM No. 14 - TOPSOIL: The proposed quantities are estimates only and intended for use in the parkway. This pay item is intended to pay for topsoil that must be imported where suitable material is either not available on the job or cannot reasonably be stored on -site. Payment will be made on the basis of loose truck volume (full truck with sideboards up) tickets and material must meet City of Fort Worth standards for topsoil. Only the volume imported will be paid for and may be substantially less than the proposal quantities listed. See Non -Pay Item No. 6 for further information. SP -12 I PAY ITEM No. 15 - ADJUST WATER VALVE BOX: O Contractor will be responsible for adjusting water valve boxes to match new pavement grade. Subsidiary to this item shall be the installation of a concrete collar per attached detail. The water valves themselves will be adjusted by City of Fort Worth Water Department forces. D The concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per square inch. Work shall be completed and the street open to traffic within seven (7) calendar days of beginning work on the water valve box. If the Contractor fails to complete the work within seven (7) calendar days, a $100.00 D per day liquidated damage will be assessed per water valve box per day. The unit price bid will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. I] PAY ITEM NO 16 - MANHOLE ADJUSTMENT: This item shall include adjusting the tops of existing and/or proposed manholes to match proposed grade as D shown on the plans or as directed by the Engineer. Subsidiary to this item will be the installation of a concrete collar per Water Department GCD Figure 121. Standard Specification Item No. 450 shall apply except as follows: Included as part of this pay item shall be the application of a cold -applied preformed flexible butyl rubber or plastic sealing compound for sealing interior and/or exterior joints on concrete manhole sections as per current City Water Department Special Conditions. 0 0 I 0 0 0 0 0 I 0 The concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per square inch. Work shall be completed and the street open to traffic within seven (7) calendar days of beginning work on the manhole. If the Contractor fails to complete the work within seven (7) calendar days, a $100.00 per day liquidated damage will be assessed per manhole per day. PAY ITEM No. 17 - ADJUST WATER METER BOX: This item shall include raising or lowering an existing meter box to the parkway grade specified. No payment will be made for existing boxes which are within 0.1' of specified parkway grade. The unit price bid will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. D SP -13 Q 0 O INTER -OFFICE CORRESPONDENCE DDate: September 9, 1998 To: Rick Zohne L1 From: Ryan Jeri D Re: Recommendation for Rehabilitating of Brady Ave. (Carolyn to Grandbury Rd.) D.O.E. No: 2279 DUpon review of the scope of construction on this project and also by taking core samples and evaluating the thickness and condition of the surface and base material and evaluating C] the suitability of the existing material for future use, it is my recommendation that this street is a good candidate to be pulverized. aUpon completion of utility work all ditches must be capped with a temporary patch complying with City of Fort Worth Specifications. DThe contractor shall pulverize the existing pavement / base to a depth of 8 inches below the surface of the existing pavement. After pulverization is completed, the contractor shall D temporarily remove the pulverized material and undercut an additional 3 inches of base material. The removal of the base material shall start a minimum of 8 inches below the existing pavement surface. After the undercut is complete, the contractor shall replace the pulverized material and mix it with 5 percent Portland Cement, spread the material as a base and compact all in accordance with Item 214, Portland Cement Treatment (Material Manipulation), of the latest edition of the City of Fort Worth Standard Specifications for Construction of Streets and Storm Drains. When proper compaction is achieved the contractor shall overlay with 3 inches of HMAC type "D" surface course on top of the now base and all applicable provisions of Item 312 (Hot Mix Asphalt Concrete) and Item 313 (Central Plant Recycling Asphalt Concrete) of the latest edition of the City of Fort Worth Standard Specifications for Construction of Streets and Storm Drains. These specifications shall apply to all aspects of construction methods for this project. DYou may want to include a copy of the attached document in the contract documents for the benefit of the contractor bidding the project and for use in construction of the project. Jeri PAVEMENT PULVERIZATION The contractor shall pulverize the existing pavement / base to a depth of eight (8) inches below the surface of the existing pavement. After pulverization is completed the contractor shall temporarily remove the pulverized material and remove an additional three (3) inches of base material. The removal of the base material shall start a minimum of eight (8) inches below the surface of the existing pavement. After the undercut operation is complete, the contractor shall mix the pulverized material with five (5) percent Portland cement and spread the material as a base all in accordance with Item 214 Portland Cement Treatment (Material Manipulation) of the latest edition of the City of Fort Worth Standard Specifications for Street and Storm Drain Construction as follows: Cement shall be applied only to such an area that all the operations can be continuous and completed in day light within six (6) hours of such application. * Gradations have to be taken just a few minutes before applying cement. * No equipment except that used in the spreading and mixing will be allowed to pass over the freshly spread cement until it is mixed with the soil. * Any mixture of soil and cement that has not been compacted and finished shall not remain undisturbed for more than thirty (30) minutes. * Surface compaction and finishing shall proceed in such a manner as to produce, in not more than two (2) hours, a smooth, closely knit surface free of cracks, ridges or loose material, conforming to the crown, grade and line shown on the plans. * After the roadway has been finished as specified herein it shall be immediately protected against rapid drying by applying two tenths (0.2) gallons per square yards of RC -2 or some other E.P.A. approved water based emulsion. Should it be necessary for construction equipment or other traffic to use that section of roadway before the emulsion has dried sufficiently, it is the responsibility of the contractor to dust or sand the surface before such use to prevent pickup of material. * The contractor shall also maintain this protective cover during the seven (7) day curing period so that all the soil cement base course will be covered effectively. * The soil cement course may be opened to local traffic as soon as the water based emulsion has been applied ad dusted or sanded as necessary to prevent pickup of material by traffic. It may be opened to all traffic after seven (7) days. After the minimum seven (7) day of curing the contractor shall overlay with three (3) inches of I-IMAC Type "D" course on top of the new base. 0 a a page 2 HMAC SURFACE COURSE (TYPE "D" MIX) DAli applicable provisions of Standard Specifications Item Numbers 312 "Hot -Mix Asphaltic Concrete" and 313 "Central Plant Recycling Asphaltic Concrete" of the City of Fort Worth Standard Specifications of Street and Storm Drain Construction shall apply to the Dconstruction methods for this portion of the project. Standard Specification 312.5 (1) shall be revised as follows: The prime coat, tack coat or p the asphaltic mixture shall not be placed unless the air temperature is fifty (50) degrees Fahrenheit and rising the temperature being taken in the shade and away from artificial heat. Asphaltic material shall also not be placed when the wind conditions are unsuitable in the opinion of the Engineer. The contractor shall furnish a batch design of the proposed hot mix asphaltic concrete for City approval 48 hours prior to placing the HMAC overlay. The City will provide laboratory control as necessary. I] 0 0 a D 0 0 I a ci CITY OF FORT WORTH DEPARTMENT OF ENGINEERING REQUEST FOR ENGINEERING LABORATORY SERVICES DATE -9/3/98 ENG. ORDER NO. REQUESTING DEPARTMENT -Engineering DIVISION -Engineering Services SECTION -In -House Design CONTACT PERSON -Rick Zohne PROJECT NAME -Brady Ave. LIMITS -Carolyn to Grandbury Rd. PROJECT # DOE #2279 FUND CODE -3 DESCRIPTION OF SERVICES REQUESTED- I have attached the previous soil test report and now request a written recommendation as to the type of stabilization required and this project's suitability for pulverization. Please also find attached supporting information and a written summary detailing the scope of work. MAPSCO PAGE(s)-90E FOR LABORATORY USE ONLY DATE RECEIVED DATE LAB WORK STARTED COMMENTS. COMPLETED 0 B - ftCITY OF FORT WORTH CONSTRUCTION SERVICES D LABORATORY RFP- "SU1.TS FO TEST HOLE. AND ILA TICITY INDEX PROJECT: 1998 CAPITAL IMPOROVEMENT PROGRAM BRADY AVENUE (CAROLYN TO GRANDURY RD.) 11 UUL NO.: 1952 U FUND CODE: 03 ¢ccxxsTac_as___=wwswswwalKCC.:7ceO�rsswwaasa—`"""'C=���--•^= ==mac ��--C~cam--- I DHOLE 4 1 LAB NO.: 27874 LOCATION: 3462 BRADY AVE. S/4El .._..------_....------------------------------------_--------------- I 1.50"' HMAC I 6.00" BROWN CLAY W/CRUSHED STONE 11 11.00" BROWN CLAY I --------------.r----ww--__---�--wwwwww--__--wM—w—wow..--w--—__Y_w.. T ATTERBURG LIMITS: LL: 42.0 PL: 17.6 PI: 24.4 SHRKG: 12.0% 1 MUNSEL COLOR CHART: 7/2 LIGHT GRAY CLAY fl UNIT WEIGHT: 120.8 LBS PER CUBIC FOOT Lr. tCt¢n=zx�cicaswsrr I fl ROLE # 2 LAB NO.: 27875 U LOCATION: 3424 BRADY AVE. CENTERLINE 1.75" HMAC 6.00" BROWN CLAY W/CRUSHED STONE i I 11.O0" GRAY CLAY --------- -•-----w----�----ww----�-----------..-rwww DATTERBURG LIMITS: LL: 65.2 PL: 35.1 PI: 30.1 SHRKG: 19.0% MUNSEL COLOR CHART: 5/1 GRAY CLAYEl UNIT WEIGHT: 126.4 LBS PER CUBIC FOOT —,",,,,•, ____ ____=Os____w_ I HOLE # 3 LAB NO.: 27876 LOCATION: 30' SOUTH OF WINFIELD AVE. N/4 _---- ---------------------------1 2.25" HMAC 5.50" BROWN CLAY W/CRUSHED STONE ✓ D 10.00" GRAY CLAY_..�_----- ____ ___ _ ------------ �------- ATTERBURGwLIMITS: -LL: 54.6 PL: 31.7 PI: 22.9 SHRKG: 17.0% D MUNSEL COLOR CHART: 5/2 GRAY CLAY UNIT WEIGHT: 135.4 LBS PER CUBIC FOOT aaa C�aaa_saatLCsl7Gaa___KOC.—=�—==—�—= El D Z 'd -IYt :E 1L 86-�Z-1nr DOE 11952 PAGE 2 - C== L =T t -C L=�G�--C������L'S�-C�lOwv�F ��w C�CZC'�C='t •i•�.'C .r..^=!� APPROVAL: • �J R1 DATE TESTED: 01-23-98 DATE REPORTED: 02-02-98 TESTED 13Y: CARDWELL, DESAI ROUTING JAMES ANDERSON NAJIB FARES FILE E 'a }IV 0I:S Id 86—�Z-znr PROJECT DESIGNATION SIGN V4 - p j r•' ( City of Fort Worthl!P.,.;� T ________ if - LI �. El __ 4. LI D LI 11,4.1 JT4 r roiect Title contractor: ractors Name educed Cor -Year tetion Date ,vr :*ON W)41Tt ($Lut $Acx 0UND W/ WHITLLTTD $ ) LI LETTEANs•CMr Of FORT WORTH-soacMm Dtr' ITa M WCCT TTTLC . 1TIIACT0R DATt IN HELvtTlc, MANHOLE WATER VALVE 1/2 W TYP 4.0' MH 2.0' WV 8-#4BARS TYP. PLACED MIN 3" BELOW SURFACE 3" TYP. o O A PVMT PVMT BASE �' BASE GRADE RINGS •AND RAM NECK / I _____ CONCRETE COLLAR HEIGHT VARIES 1. ALL CONCRETE USED SHALL BE 300 0 PSI. 2. CONCRETE COLLAR SHALL EXTEND TO THE BOTTOM OF BASE (MIN.). 3. CONCRETE COLLAR SHALL BE: a) 4' x 4' for MANHOLE b) 2' x 2' for WATER VALVE. CONCRETE COLLAR for MANHOLE and. WATER VALVE NTS February 1993 ° D 'o •...I.•... . y. to ���•� �°%/ .'° •: I I I I I I I I I i i I I I I GROUND LINE N SUITABLE MATERIAL TAMPED IN LIFTS NOT EXCEEDINC 1211 LOOSE. L WASHED ROCI X .PER ITEM 40 I.5'MIN. I FACE OF CURB CURB AND GUTTER OP OF CURB $ � 0T3' ISEE TABLE_ 1 T MUST BE GREATER WITH LATERALS UNDER PAVEMENT TABLE LIMITS OF EXCAVATION DEPTH OF WIDTH OUT - TRENCH SIDE OF PIPE 2.5' TO 6' 1.00' 6' TO Id 1.50' IO'T015' 2.00' OVER 15' 2.50' PIPE SHALL BE 6" PERFORATED CORRUGATED POLYETHYENE TUBING PER ASTM F-405 UNLESS SPECIFIED OTHERWISE. REVISED 9/28/87 J.AN./WR S U B D R A I N CITY OF FORT WORTH,TEXAS-CONSTRUCTION STANDARD REDRAWN-£FW/WRM 4-84 DRAWING NO. S -S It DATE: DEC.1969 367 Addendum 3 a 0 0 0 0 0 0 0 0 0 0 0 0 U. a 0 0 0 0 CITY OF FORT WORTH HIGHWAY CONSTRUCTION PREVAILING WAGE RATES FOR 1995 CLASSIFICATION RATE CLASSIFICATION RATE AIR TOOL OPERATOR $7.554 MILLING MACHINE OPERATOR $6.650 ASPHALT RAKER $8.565 MIXER (OVER 16 CF) $9.000 ASPHALT SHOVELER $8.255 MIXER (16 CF & LESS) $7.913 BATCHING PLANT WEIGHER $9.371 MIXER -CONCRETE PAVING $9.500 BATTERBOARD SETTER $8.920 MOTOR GRADER OPERATOR (FINE $10.346 GRADE) CARPENTER $9.447 MOTOR GRADER OPERATOR $9.891 CONCRETE FINISHER (PAV) $9.345 PAVEMENT MARKING MACHINE $6.402 CONCRETE FINISHER (SIR) $9.058 hOSTHOLE DRILLER OPERATOR $9.000 CONCRETE RUBBER $7.733 ROLLER, STEEL WHEEL $8.339 (PLANT -MIX PAVEMENTS) ELECTRICIAN $12.761 ROLLER, STEEL WHEEL $7.963 (FLATWHEEL OR TAMPING) FLAGGER $5.598 ROLLER, PNEUMATIC SELF -PRO $7.403 FORM BUILDER $8.717 SCRAPER -17 CY OR LESS $8.138 FORM LINER $8.913 SCRAPER -OVER 17 CY $8.203 FORM SETTER (PAV & CURB) $8.686 SIDE BOOM $7.793 FORM SETTER (STRUCTURES) $8.427 TRACTOR -CRAWLER TYPE $8.448 (150 HP & LESS) LABORER, COMMON $6.402 TRACTOR -CRAWLER TYPE $8.873 (OVER 150 HP) LABORER, UTILITY $7.461 TRACTOR -PNEUMATIC $7.735 MECHANIC $10.658 TRAVELING MIXER $7.615 OILER $8.698 TRENCHING MACHINE -LIGHT $8.188 SERVICER $8.104 TRENCHING MACHINE -HEAVY $12.498 PILEDRIVER $7.500 WAGON -DRILL, BORING MACHINE $9.000 PIPELAYER $8.509 REINFORCING STEEL SETTER $9.218 (PAVING) BLASTER $11.333 REINFORCING STEEL SETTER $11.548 (STRUCTURAL) POWER EQUIPMENT OPERATORS STEEL WORKER -STRUCTURAL $16.300 ASPHALT DISTRIBUTOR $8.404 SIGN ERECTOR $11.436 ASPHALT PAVING MACHINE $9.053 SPREADER BOX OPERATOR $6.988 BROOM OR SWEEPER OPERATOR $7.908 BARRICADE SERVICER ZONE WK. $6.402 BULLDOZER, 150 HP OR LESS $8.703 MOUNTED SIGN INSTALLER $6.402 (PERMANENT GROUND) BULLDOZER, OVER 150 HP $9.160 TRUCK DRIVER -SINGLE AXLE $7.465 (LIGHT) CONCRETE PAVING CURING MACH. $8.213 TRUCK DRIVER -SINGLE AXLE $8.067 (HEAVY) CONCRETE PAV FINISHING MACH. $9.453 TRUCK DRIVER -TANDEM AXLE $7.816 (SEMI -TRAILER) CONCRETE PAVING FORM GRADER $8.500 TRUCK DRIVER-LOWBOY/FLOAT $9.653 CONCRETE PAVING JOINT MACH. $9.042 TRUCK DRIVER -TRANSIT MIX $7.507 CONCRETE PAVING JOINT SEALER $7.350 TRUCK DRIVER -WINCH $8.200 CONCRETE PAVING FLOAT $7.875 VIBRATOR OPERATOR $7.000 CONCRETE PAVING SAW $9.290 WELDER 10.459 CONCRETE PAVING SPREADER $9.750 FOUNDATION DRILL OPERATOR $11.138 (TRUCK MOUNTED) SLIPFORM MACHINE $9.000 FOUNDATION DRILL OPR HELPER $8.688 CRANE, CLAMSHELL, BACKHOE, $9.513 FRONT END LOADER $8.823 DERRICK, DRAGLINE, SHOVEL (2 '/2 CY OR LESS) (LESS THAN 1 '/2 CY) CRANE, CLAMSHELL, BACKHOE, $10.517 FRONT END LOADER $9.311 DERRICK, DRAGLINE, SHOVEL (1½ (OVER 2'/2 CY) CY & OVER)) CRUSHING OR SCRNG PLT OPR. $9.500 HOIST (DOUBLE DRUM & LESS) $8.917 ELEVATING GRADER FOUNDATION DRILL OPERATOR $10.000 (CRAWLER MOUNTED) CERTIFICATE OF INSURANCE TO: CITY OF FORT WORTH, TEXAS Date: NAME OF PROJECT: [1 PROJECT NUMBER: THIS IS TO CERTIFY THAT (Name and Address of Insured) is, at the date of this certificate, Insured by this Company with respect to the business operations hereinafter described, for the type of insurance and in accordance with the provisions of the standard policies used by this Company, and further hereinafter described. Exceptions to standard policy noted on reverse side hereof. TYPE OF INSURANCE Policy No. Effective Expires Limits of Liability Worker's Compensation Comprehensive General Bodily Injury: Liability Insurance Ea. Occurrence: $ (Public Liability) Property Damage: Ea. Occurrence: $ Blasting Ea. Occurrence: $ Collapse of Buildings or structures adjacent to Ea. Occurrence: $ excavations Damage to Underground Utilities Ea. Occurrence: $ Builder's Risk Bodily Injury: Comprehensive Ea. Person: $ Automobile Ea. Occurrence: $ Liability Property Damage: Ea. Occurrence: $ Bodily Injury: Contractual Liability Ea. Occurrence: $ Property Damage: Ea. Occurrence: $ Other Locations covered: Description of operations covered: The above policies either in the body thereof or by appropriate endorsement provide that they may not be changed or canceled by the insurer in less than five (5) days after the insured has received written notice of such change/or cancellation. Where applicable local laws or regulations require more than five (5) days actual notice of change or cancellation to be assured, the above policies contain such special requirements, either in the body thereof or by appropriate endorsement thereto attached. Agency Fort Worth Agent Address Title I El EQUIPMENT SCHEDULE El List of Equipment owned by Bidder that is in serviceable condition Eland available for use: II J 0 0 7 0 Portions of work Bidder to sublet in case of Award of proposes DContracts including amount and type: I 0 0 I 1l EXPERIENCE RECORD List of projects your organization has successfully completed: Amount Of Contract Award Type of Work Date Accepted Name and Address of Owner List of projects your organization is now engaged in completing: Amount Of Contract Award Type of Work Anticipated Date of Completion Name and Address of Owner List Surety Bonds in force on above incomplete work: Date of Contract Award Type of Work Bond Amount of Bond Name and Address of Surety r I Ii I L I I 0 I I u I I [I I u C it CERTIFICATE OF INSURANCE TO: CITY OF FORT WORTH Date_ NAME OF PROJECT: PROJECT NUMBER: IS TO CERTIFY THAT: is, at the date of this certificate, Insured by this Company with respect to the business operations hereinafter described, for the type of insurance and accordance with provisions of the standard policies used by this Company, and further hereinafter described. Exceptions to standard policy noted on reverse side hereof. TYPE OF INSURANCE Policy Effective Expires Limits of Liability Worker's Compensation Comprehensive General Bodily Injury: Liability Insurance (Public Ea. Occurrence: $ Liability) Property Damage: Ea. Occurrence: $ Blasting Ea. Occurrence: $ Collapse of Building or structures adjacent to Ea. Occurrence: $ excavations Damage to Underground Utilities Ea. Occurrence: $ Builder's Risk Comprehensive Bodily Injury: Automobile Liability Ea. Person: $ Ea. Occurrence: $ Property Damage: Ea. Occurrence: $ Bodily Injury: Contractual Liability Ea. Occurrence: $ Property Damage: Ea. Occurrence: $ Other Locations covered: Description of operations covered: The above policies either in the body thereof or by appropriate endorsement provided that they may not be changed or canceled by the insurer in less than five (5) days after the insured has received written notice of such change/or cancellation. Where applicable local laws or regulations require more than five (5) days actual notice of change or cancellation to be assured, the above policies contain such special requirements, either in the body thereof or by appropriate endorsement thereto attached. Agency Fort Worth Agent By Address Title 0 I I ALVA NELL FEW Notary Public *� STATE OF TEXA(�S 0 Sl4�OFi�"py My Comm. Exp. JUNE 5 I I n CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW Pursuant to V.T.C.A Labor Code Section 406.096, Contractor certifies that it provides workers' compensation insurance coverage for all its employees employed on city of Fort Worth Project Number O115- 030115095115 WALT WILLIAMS CONSTRUCTION COMPANY, INC. CONTRACTOR B Gv. Title ,, ,1 Date STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, on this day personally appeared /ice%, v. si4•P/� known to me 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 _ c .z. for the purpose and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this Ar_G.y ______.199 &JLc Notary Public in and f the State of Texas 2<'—Z day of I 1 Bond #190458566 I I I it I I iJ 0 I I 1 I I I J THE STATE OF TEXAS COUNTY OF TARRANT PERFORMANCE BOND § KNOW ALL MEN BY THESE PRESENTS: That we (1) WALT WILLIAMS CONSTRUCTION COMPANY, INC. a (2) CORPORATION of TEXAS, hereinafter call Principal, and (3) Continental Casualty Company a corporation organized and existing under the laws of the State and fully authorized to transact business in the State of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called Owner, in the penal sum of: ONE HUNDRED TWENTY-TWO THOUSAND EIGHT HUNDRED SEVENTY-THREE AND 50/100...... ($122,873.50) Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS of: OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the 18m of MAY, 1999 a copy of which is hereto attached and made a part hereof, for the construction of: RECONSTRUCTION OF BRADY AVENUE FROM CAROLYN ROAD TO GRANBURY ROAD designated as Project No. (s) C115-030115095115 a copy of which contract is hereby attached, referred to, and made a part hereof as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred to as the "work". NOW THEREFORE, if the Principal shall well, truly, and faithfully perform the work in accordance with the plans, specifications, and contract documents during the original term thereof, and any extensions thereof which may be granted by the Owner, with or without notice to the Surety, and if he shall satisfy all claims and demands incurred under such contract, and shall fully indemnify and save harmless the Owner from all costs and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and expense which the Owner may incur in making good any default, then this obligation shall be void; otherwise to remain in full force and effect. I F1 PROVIDED FURTHER, that if any legal action filed upon this bond, venue shall lie in Tarrant County, State of Texas. 1 AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any wise affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifications. IN WITNESS WHEREOF, this instrument is executed in 7 counterparts each one of which shall be deemed an original, this the 18'' of MAY, 1999. ATTEST: WALT WILLIAMS CONSTRUCTION COMPANY, INC. 0 (Principal) Secretary C (4) BY: !ti. 0 e: John W. Stabile, Vice -President (SEAL) P.O. BOX 4620 fl FORT WORTH, TX 76164 (Address) Continental Casualty Company Witness as to incipal Surety Address B ATTEST: ttorney-m-fact) (5) Tobin Tucker (Surety) Secretary P 0 Box 2285 Ft Worth, TX 76113 ►y (Address) (SEAL) NOTE: Date of Bond must not be oprior to date of Contract (1) Correct Name of Contractor (2) A Corporation, a Partnership or an Individual, as case may be (3) Correct name of Surety (4) If contractor is Partnership all 0 Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney -in -Fact.. Witness as to Surety P 0 Box 2285 Ft Worth, TX 76113 (Address) F2 IPAYMENTBOND Bond #190458566 THE STATE OF TEXAS ICOUNTY OF TARRANT KNOW ALL MEN BY THESE PRESENTS: That we (1) WALT WILLIAMS CONSTRUCTION COMPANY, INC. a (2) Corporation of Texas, hereinafter call Principal, and (3) Continental Casualty Company , a corporation organized and existing under the laws of the State and fully authorized to transact business in the State of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called Owner, and unto all person, firms, and corporations who may furnish materials, for or perform labor upon the building or improvements hereinafter referred to in the penal sum of : ONE HUNDRED TWENTY-TWO THOUSAND EIGHT HUNDRED SEVENTY-THREE AND 50/100........ ($122,873.50) Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly to these presents. THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the 18` day of MAY A.D. , 1999, a copy of which is hereto attached and made a part thereof, for the construction of:: RECONSTRUCTION OF BRADY AVENUE FROM CAROLYN ROAD TO GRANBURY ROAD Project No. (s) C115-030115095115 a copy of which is hereto attached, referred to and made a part hereof as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred to as the "work". D NOW THEREFORE, the condition of this obligation is such that, if the Principal shall promptly make D payment to all claimants as defined in Article 5160, Revised Civil Statutes of Texas, supplying labor and materials in the prosecution of the work provided for in said Contract, then this obligation shall be null and void, otherwise it shall remain in full force and effect. F10 THE BOND IS MADE AND ENTERED into solely for the protection of all claimants supplying labor and material in the prosecution of the work provided for in said Contract, as claimants are defined in said Article 5160, and all such claimants shall have a direct right of action under the bond as provided in Article 5160 of the Revised Civil Statutes. PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in Tarrant County, State of Texas, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration of addition to the terms of the contract or to the work to be performed thereunder or the specification s accompanying the same shall in any wise affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work to the specifications. PROVIDED FURTHER, that no final settlement between the Owner and the Contractor shall abridge the right of any beneficiary hereunder whose claim may be unsatisfied. IN WITNESS WHEREOF, this instrument is executed in 7 counterparts each one of which shall be deemed [] an original, this the 18T" day of MAY A.D., 1999. WALT WILLIAMS CONSTRUCTION COM INC. o ST PRINCIPAL (4) Title: John W. Stabile, Vice —President D (Principal) Secretary P.O. BOX 4620 FORT WORTH, TX 76164 (SEAL) (Address) [1 _____________________________ �GG✓_' Continental Casualty Co pany Witness as t Principal Sure �wwV� ev-in- actl (5) Tobin Tucker Address P 0 Box 2285 ATTEST: (Address) (Surety) Secretary Ft Worth, TX 76113 (Address) l ' (SEAL) NOTE: Date of Bond must not be prior to date of contract (1) Correct Name of Contractor (2) A Corporation, a Partnership or an a Individual, as case may be (3) Correct name of Surety (4) If contractor is Partnership all Partners should execute Bond Jl w(5) A true copy of Power of Attorney shall be attached to Bond by Attorney -in -Fact.. Witness as to Surety P 0 Box 2285 Ft Worth, TX 76113 Address Continental- Casualty Company ]CWA For All the Commitments You Make' "1 OfflcalChicago, Illinois J AN ILLINOIS CORPORATION POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN -FACT Know All Men by these Presents, That CONTINENTAL CASUALTY COMPANY, a corporation duly organized and existing under the laws of the State of Illinois, and having its principal office in the City of Chicago, and State of Illinois, does hereby make, constitute and appoint Delbert Tucker . Tracy Tucker. Toh i r} Tuuckar, W i awronr+o Clrr.wn Inivival l y Li of Fort Worth, Texas Its true and lawful Attorney -in -fact with full power and authority hereby conferred to sign, seal and execute in its behalf bonds, undertakings D and other obligatory instruments of similar nature In Unlimited Amounts — Liand to bind CONTINENTAL CASUALTY COMPANY thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of CONTINENTAL CASUALTY COMPANY and all the acts of said Attorney, pursuant to the authority hereby given are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the following By -Law duly adopted by the Board of Directors [] of the Company. "Article IX —Execution of Documents Section 3. Appointment of Attorney -in -fact. The Chairman of the Board of Directors, the President or any Executive, Senior or Group o Vice President may, from time to time, appoint by written certificates attorneys -in -fact to act in behalf of the Company in the execution of policies of insurance, bonds, undertakings and other obligatory instruments of like nature. Such attorneys -in -fact, subject to the limitations set forth in their respective certificates of authority, shall have full power to bind the Company by their signature and execution of any such instruments and to attach the seat of the Company thereto. The Chairman of the Board of Directors, the President or any Executive. Senior or Group Vice President or the Board of Directors, may, at any time, revoke all power and authority previously given n to any attorney -in -tact." UThis Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company at a meeting duly called and held on the 17th day of February, 1993. "Resolved, that the signature of the President or any Executive. Senior or Group Vice President and the seat of the Company may be affixed by facsimile on any power of attorney granted pursuant to Section 3 of Article IX of the By -Laws, and the signature of the Secretary or an Assistant Secretary and the seal of the Company may be affixed by facsimile to any certificate of any such power, and any such power or certificate bearing such facsimile signature and seal shall be valid and binding on the Company. Any such power so executed and sealed and certified by certificate so executed and sealed shall, with respect to any bond or undertaking to which Liltis attached, continue to be valid and binding on the Company." In Witness Whereof, CONTINENTAL CASUALTY COMPANY has caused these presents to be signed by its Group Vice President and its corporate seal to be hereto affixed on this 21st day of October , t9 9d_ �� CONTINENTAL CASUALTY PANY State of lliinois t County of Cook J ss ,M, "C.V nahme Group Vice President. On this 21st day of October+ ,t94 , before me personally came M. C. Vonnahme, to me known, who, being by me duly sworn, did depose and say: that he resides in the Village of Darien, State of Illinois; Dthat he is a Group Vice President of CONTINENTAL CASUALTY COMPANY, the corporation described in and which executed the above instrument; that he knows the seal of said Corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to the said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporation. G. D NOTARY pusuc D c°°+ co -• Linda C. Dempsey ary Public. My Commission Expires Oc obe 19, 1998 CERTIFICATE U _ QI, George R. Hobaugh, Assistant Secretary of CONTINENTAL CASUALTY COMPANY, do hereby certify that the. Power of Attorney herein above set forth is still in force, and further certify that Section 3 of Article IX of the By -Laws of the Company and the Resolution of the Board of Directors, set forth in said Power of Attorney are still in force. In testimony whereof I have hereunto subscribed -my -name and affixed the seal of the said Company this 18th day of May _ 19 99 TD. --Tr George R. obaugh Assistant cretary. Form 1-23142-B INV. NO. G -59200-E TUCKER AGENCY, INC. Bonds and Insurance 206 E. Eighth St., Suite 210 Fort Worth, Texas 76102 (817) 336-8520 1 CERTIFICATE OF INSURANCE tf TO: CITY OF FORT WORTH Date: May 24, 1999 NAME OF PROJECT: _ _ Reconstruction of Brady Avenue from Carolyn Road to Granbury Road PROJECT NUMBER: C115-030115095115 Walt Williams Construction, Inc. THIS IS TO CERTIFY THAT P.O. Box 4620, Fort Worth, TX 76164 1Ian:e and Address of Insured) is, at the date of this certificate, Insured b,, tinis Company with respect to the business operations hereinafter described, for the type of insurance and accordance with previsions of the standard policies used by this Company, and further hereinafter described. Exceptions to standard policy noted on reverse side hereof. TYPE (W NSI ?P. ANC P Policy Effective Expires Limits of Liability Worker's Compensation i WC1031209471 11-1-98 11-1-99 Each Accident $5U0,UUO Disease -Policy tmt.$ 500,000 IIII Disease -Each Employee $ 500,000 Comprehensive General Bodily Injury: Liability Insurance (Public TPP1031844478 I I 1-6-99 1-6-2000 Ea. Occurrence: $1,000,000 Liability) ; Property Damage: combined single Ea. Occurrence: limit Blasting Ea. Occurrence: $ Collapse of Building or structures adjacent to TPP1031844478 1-6-99 1-6-2000 Ea. Occurrence: $1,000,000 excavations Damage to Underground TPP1031844478 1-6-99 Utilities I 1-6-2000 Ea. Occurrence: $ 1,000,00 Builder's Risk Comprehensive Bodily Injury: Automobile Liability BUA1031222642 1-6-99 1-6-2000 Ea. Person: $1,000,000 Ea. Occurrence: combined sinProperty Damage: imi p �' b limit l Ea. Occurrence: Bodily Injury: Contractual Liability TPP1031844478 i 1-6-99 1-6-2000 Ea. Occurrence: $ 1,000,00 Property Damage: combined { 1-6-2000 single Ea. Occurrence: l • mit Other Umbrella UMB1031222656 1-6-99 $1,000,000 BI & PD Locations covered: TEXAS Description of operations covered: _LISTED ABOVE The above policies either in the body thereof or by appropriate endorsement provided that they may not be changed or canceled by the insurer in less than five L : i-ws after the insured has received written notice of such change/or cancellation. Where applicable local laws or regulations >auire more than five (5) days actual notice of change or cancellation to be assured, the above policies contain such -recial requirements, either in the body thereof or by appropriate endorsement thereto attached. Agency TUCKER AGENCY, INC. CNA INSURANCE COMPANIES Fort Worth Agent TOBIN TUCKER By Address P.O. BOX 2285, FT WORTH, TX 76113 Title AUTHORIZED REPRESENTATIVE 1 I I 7 J I I I I I I J EMmn.: rt•::::.•:.... ......{......................R...n......:::::..v: •.....t... v:.,v:.}'::::;:: n•.::;:: ir: tiY:.}•.}!:• I.:,,:;±::::; PRODUCER I THIS CERTIFICATE 1S ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON TIIE CERTIFICATE HOLDER. THIS CERTIFICATE Wm. Rigg Co. DOES NOT AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 750 N. St. Paul, 511900 COMPANIES AFFORDING COVERAGE COMPANY Dallas, Texas 75201 A Continental Casualty INSURED COMPANY Walt Metzner Excavating Co B Transportation INS CO COMPANY 2733 Quinn C Fort Worth TX 76105 COMPANY D v./I ���j :..:.....:... ..... n.] ........i .:w:.v........n ............. ................. ..lw�T'•ilif�l}��?:. ..vv�n : h.:iv-r....::...,y.v}}xry;;;^:nv:i.y}vni::nyv......:.:v:n :: v:::.f?:ti;ti^:8:<;<^:•?:9}}?':}}:}?::::t.::_$::::::.,....i<...: n•: •.:.n:v._.::�:v:::::::-. :: ?..: THIS IS TO CERTIFYTIIATTIlt POLICIES OF INSURANCE LISTED BELOW HAVE BERN ISSUE!) TO TIIE INSURED NAMED ABOVE FOR TILE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO W IIICII THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. TIIE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL TIIE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFF. DATE (MM/DD/YY) POLICY EXP. DATE (MM/DD/YY) LIMITS - GENERAL LIABILITY GENERAL AGGREGATE 1000000 PROD-COMP/OP AGO. 500000 A COMM. GENERAL LIABILITY :*,: CLAIAIS AIADE =OCCUR 8115890360 7/24/98 7/24/99 PERS. A ADV. INJURY 500000 EACH OCCURRENCE 500000 OWNER'S S. CONTRACT'S PROT FIRE DAMAGEIOne Fire) MED EXPIAnY ant Perean) 5000 AUTOMOBILE LIABILITY COMBINES) SINGLE A X ANY ALTTO B115890357 7/24/98 7/24/99 LIMIT 500000' ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per Peron) BODILY INJURY AIRED AUTOS NON -OWNED AUTOS (Per accident) PROPERTY DAMAGE GARAGE LIABILITY AUTO ONLY -EA ACCIDENT OTHER TItAN ALTO ONLY: ANY AUTO EACH ACCIDENT AGGREGATE EXCESS LIABILITY EACH OCCURRENCE AGGREGATE UMBRELLA FORM OTIIERTHAN UMBRELLA FORM WORKERS COMPENSATION AND STATUTORY LIMITS .: ... B EMPLOYERS' LIABILITY WCB1 29633280 7/27/9B 7/27/99 EACH ACCIDENT 100000 10 DISEASE -POLICY LIMIT 500000 TIRE PROPRIETOW INCL PARTNERS/EXECUTIVE OFFICERS ARE: EXCL DISEASE -EACH EMPL. 100000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS .. :-:�w:.:.t.... ..... .:^+:.: r..T�.......:r.........:::..t:;......n.....(.�,,r�}'(}�••�t {. -. :::.v ,•:nv; {;xa.x..v.::;y}'•:•}:•:+!}}?}?y::;}::n:v:::;::: ...:. ;v ....:: ........... ��''irei�Mi��l'IIJ�GR:Q;:;}:S;.ivii?:. nv. .... .... .: •: .:.; .....:..... •: n...•p rr.:.:........ :.i::::L :v::l--::. nnv-::.:.....: • ..ti ::, j:: .+r� �yts..v............ ... ,.......}.--:::..}...,.:..:;.is,.y•::..:::n:.:i=:v^:i•:i:;•.:. :..•}}v:;::::: it F'Fit%7.:lLL*1K)N .., ;rn . ... .. ...n.... SHOULD ANY OFTHE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE WALT WILLIAMS CONSTRUCTION,INC EXPIRATION DATE THEREOF. TIIE ISSUING COMPANY WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO TIIE CERTIFICATE HOLDER NAMED TO THE ATTN: DELORES LEFT. BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND I(PONTHE COMPANY. ITS AGENTS OR REPRESENTATIVES. 3418 N. CALHOUN AUTHORIZED REPRESENTATIVE ` FT. WORTH, TX 76106 lti CcILr> ACORD+25-S {3/931 . > r... }•;•;}:.::. . I I J 0 I I DATE (U=D%M acoRo CERTIFICATErOF LIABILITY INSURANCE :.-:. 0S/03/1 PRODUCER (817) 457-6700 FAX (817) 457-7246 L THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HE SWEENEY COMPANY HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 1121 E. Loop 820 South ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P 0 Box 8700 COMPANIES AFFORDING COVERAGE_ Fort Worth, TX 76124-0700 _ coMPANY Trave"fers Prop Cas hs Co Attn: Ext: A TravelersInd Co of America INSURED Reynolds Asphalt & Construction Co Co g"''Y P0 Box 370 --- - — -- — --- -- - - - Euless TX 76039 COMPANY C COMPANY D `COVERAGES s r` s _ __�r„ _ aN . THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. —_-- PE OF INSURANCE FOLK:Y NUMBER LTR POLICY EFFECTIVE , POLICY EXPIRATION i LIMITS DATE(MMIOO/YY) i DATE(MMIDDAM GENERALUABILITY GENERAL AGGREGATE $ 2,000,000 X COMMERCULL GENERAL LIABILITY ? _PRODUCTS_ COMProP AGG $ 2,000,000 WMS MADE X OCCUR =°- LO-SLS-209DO120-TLC-99 A C PERSONAL i ADV NJURY S 1,000,000 05/08/1999 05/08/2000 OWNER'S & CONTRACTORS PROT EACH OCCURRENCE S 1,000,000 X CONTRACTUAL , XCU FIRE DAMAGE (Arty ar rrm) ' s 300,000 X CG2503 MED EXP (Arty a» p•r.a+) s 5,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT : $ '1 000 000 X ; ALL OWNED AUTOS BODILY INJURY $ X SCHU_DAUTOS EDU B DH -CAP -209D0064-99 (Paprraon) 05/08/1999 ` 05/08/2000 - .- - •- - -- - .• - --•------ Y. X : HIRED AUTOS BODILY INJURY $ X ' NON-OWNEDAUTOS (PaacGdent) — -. •PROPERTY DAMAGE $ AUTO ONLY: EA ACCIDENT - S 'a.x ... ANY AUTO OTHER THAN AUTO ONLY . =_ yi ....L EACH ACCIDENT: $ AGGREGATES EXCESS LIABLITY EACH OCCURRENCE $ 10,000,000 B X UMBRELLA FORM DT-SMECUP-209D008-9 05/08/1999 OS/08/2000 AGGREGATE $ 10,000,000 OTHER THAN UMBRELLA FORM $ WORKERS COMPENSATION AND X TORY LIMITS--- EMPLOYERSL ABILITY DTK-UB-209D005-2-99 EL EACH ACCIDENT •S 500.000 05/08/1999 05/08/2000 A THE PROPRIETOR/ X , NCI EL DISEASE -POLICY LIMIT S 500 , 000 —. _ _.. . PARTNERSIEXECUTIVE OFFICERS ARE EXCL EL DISEASE - EA EMPLOYEE $ 500,000 OTHER DESCRIPTION OF OPERATIONS iLOCATIONSNEHICL ESISPECLAL ITEMS T CERTIFlCATE'NOLDER r r -r-. .+w'-rniTnarw'.:`.-t.irc+-₹r�.cJ..—rrYK•k 'xi ru�*,w3x.ar... ..rrr: is ml./jt3N'::.rv.a...ia..-�..:.:.� .. r. ::'3+aw..xi:.r: na+aH«�i4.Y.r..fha's-L.3.c'.s.-:-r_.''kt..t+t._ri tiilxra. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL KLW&X MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. WALT WILLIAMS CONSTRUCTION INC KKmXd(dEJ6�(Ai 11Jfi�tK�CXXXXXXXX P 0 BOX 4620 FT WORTH, TX 76164 AUTHORIZED REP A E :.-. _. _ -_ _ _ • .::_.. . -. -:.._ ;. ACORD 25S.(1195) . _:_ : •._: _ ._.. _ ©AACO ORPORATION 19 :: .. 0 r 0 0 0 ci n 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 18TH day of MAY A.D. 1999 , 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 of the 11 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, WALT WILLIAMS CONSTRUCTION COMPANY, INC. HEREINAFTER CALLED CONTRACTOR. WITNESSETH: That said parties have agreed as follows: ElThat 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: RECONSTRUCTION OF BRADY AVENUE FROM CAROLYN ROAD TO GRANBURY ROAD ii 0 0 0 0 0 fl 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 and Water Department of the City of Fort Worth and' adopted by the City Council of the City of Fort Worth, which Plans and Specifications and Contract Documents are hereto attached and made a part of this contract the same as if written herein. 3. The Contractor hereby agrees and binds himself to commence the construction of said work within ten (10) days after being notified in writing to do so by the Department of Engineering of the City of Fort Worth. I C-1 0 4. The Contractor hereby agrees to prosecute said work with reasonable diligence after the commencement thereof and to fully complete and finish the same ready for the inspection and approval of the Department of Engineering of the City of Fort Worth and the City Council of the aCity of Fort worth within a period of 45 WORKING days. fl 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 fl which may thereafter become due him, the sum of $210.00 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. El 5. I 0 0 I 0 I 0 U I] J 0 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 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 specification 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, and does hereby indemnify, hold harmless and defend owner and the Construction manager, their officers, agents, servants, and employees, from and against any and injury, including death, to any and all persons, of whatsoever kind or character, whether real or asserted, arising out of or in connection with, directly or indirectly, the work and services to be performed hereunder by Contractor, its officers, agents, employees, contractors, subcontractors, licensees or invitees, whether or not caused, in whole or in part, by alleged negligence on the part of officers, agents, servants, employees, contractors, subcontractors, licensees and invitees of the Owner; and said contractor does hereby convenat and agree to assume all liability and responsibility of Owner and the Construction Manager, their officers, agents, servants and employees for property damage or loss, and/or personal injuries, including death, to any and all persons of whatsoever kind or character, whether real or asserted, arising out of or in connection with, directly or indirectly, the work and services to be performed hereunder by Contractor, its officers, agents, employees, contractors, subcontractors, licensees and invitees whether or not caused, in whole or in part, by alleged negligence of officers, agents, servants, employees, contractors, subcontractors, licensees or invitees or the Owner. Contractor likewise convenants and agrees to, and does hereby, indemnify and hold harmless Owner and Construction Manager from and against any and all injuries, loss or damages to property of the 0 C-2 0 0 0 0 0 0 0 0 El I Owner and Construction Manager during the performance of any to the terms and conditions of this Contract, whether arising out of or in connection with or resulting from, in whole or in part, any and all alleged acts or omissions of officers, agents, servants, employees, contractors, subcontractors, licenses, or invitees of the Owner. In the event a written claim form damages against the Contractor or its subcontractors remains unsettled at the time all work on the project has been completed to the satisfaction of the Department of engineering, as evidenced by a final inspection, final payment to the Contractor shall not be recommended by the Department of Engineering to the Transportation and Public Works Department for a period of thirty (30) days after the date of such final inspection, unless the Contractor shall submit written evidence satisfactory to the Department of Engineering that the claim has been settled and a release has been obtained from the claimant involved. Although the claim concerned remains unsettled at the expiration of the above 30 -day period, the Contractor may be deemed to be entitled to a semi-final payment for work completed, such semi- final payment to be in an amount equal to the total dollar amount then due less the dollar value or any written claims pending against the Contractor arising out of the performance of such work, and such semi-final payment may then be recommended by the Department of Engineering. The Director of the Department of Engineering shall not recommend final payment to a Contractor against whom such a claim for damages is outstanding for a period of six months following the date of the acceptance of the work performed unless the Contractor submits evidence in writing satisfactory to the Director that: (1) The claim has been settled and a release has been obtained from the claimant involved, or (2) Good faith efforts have been made to settle such out -standing claims, and such good faith efforts have failed. If condition (1) above is met any time within the six (6) months period, the Department of Engineering shall recommend that the final payment to the Contractor be made. If condition 92) ci above is met at any time within the six (6) month period, the Department of Engineering may recommend that the final payment to the Contractor be made. At the expiration of the six month period the Director may recommend that final payment be made if all other work has been ci performed and all other obligations of the Contractor have been met to the satisfaction of the Department of Engineering. The Director of Department of Engineering may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth Contract work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City contract. 0 I 0 C-3 I 0 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 Article 5160 of the Revised Civil Statutes of Texas, as amended, in the form included in the Contract Documents, and such bonds shall be 100 percent 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. o 8. Said City agrees and binds itself to pay, and the said Contractor agrees to receive, for all of the aforesaid work, and for all additions thereto or deductions therefrom, the price shown on the Proposal submitted by the successful bidder hereto attached and made a part hereof. Payment will be made in monthly installments upon actual work completed by contractor and accepted by LI the Owner and receipt of invoice from the Contractor. The agreed upon total contract amount (including/excluding) alternates N/A shall be ONE HUNDRED TWENTY-TWO THOUSAND EIGHT HUNDRED SEVENTY-THREE AND 50/100 ($122,873.50) 9. It is further agreed that theperformance of this Contract, either in whole or in part, shall g not be sublet or assigned to anyone else by said Contractor without the written consent of the Director of the Department of Engineering. 0 10. The Contractor agrees to pay at least the minimum wage per hour for all labor as the same a 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. 0 0 0 0 0 7 0 11. 0 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. 0 I It I f1 0 0 ci J I ill. 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 7 counterparts in its name and on its behalf by the City Managers 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 7 counterparts with its corporate seal attached. 0 C-5 Done in Fort Worth, Texas this the 18TH day of MAY A.D., 1999. QRECOMMENDED: fl -A: (Lc. DIRECTOR, DEPARTMENT OF ENGINEERING CW CONTRACTOR BY• w. John W. Stabile, Vice -President TITLE P 0 Box 4620 Ft Worth, TX 76164 ADDRESS November 1960 Revised May 1986 Revised September 1992 Revised January 1993 CITY OF FORT WOR ASST. CITY MANAGER CW TRANSPORTATION/PUBLIC WORKS DIRECTOR ATTEST: I SECRET (S E A L) APPPROVED AS TO FORM AND LEGALITY ASST. thY ATTORNEY Contract Authorization Date M City of Fort Worth, Texas 4velffor and Council Commu"icatio" DATE REFERENCE NUMBER LOG NAME PAGE 5/18/99 **C-17428 30BRADY 1 of 2 SUBJECT CONTRACT WITH WALT WILLIAMS CONSTRUCTION COMPANY, INC. FOR RECONSTRUCTION OF BRADY AVENUE FROM CAROLYN ROAD TO GRANBURY ROAD RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with Walt Williams Construction Company, Inc. in the amount of $122,873.50 for the reconstruction of Brady Avenue from Carolyn Road to Granbury Road. DISCUSSION: The improvement of Brady Avenue from Carolyn Road to Granbury Road was included in the 1998 Capital Improvement Program. The street improvements will include the construction of a 6 -inch lime stabilized subgrade with a 5 -inch HMAC pavement, concrete curb and gutter and driveway approaches where shown on the plans. The project was advertised for bid on February 18 and 25, 1999. The following bids were received on April 1, 1999: BIDDERS Walt Williams Construction Company. Inc. Richard Carr Construction Company Ed A. Wilson, Inc. McClendon Construction Company, Inc. Branch & Sons Construction Company, Inc. Sutton & Associates, Inc. Jackson Construction Company, Inc. Pavecon, Inc. Peachtree Construction APAC-Texas, Inc. AMOUNT $122,873.50 127,445.00 130,212.45 134,893.00 139,754.40 144, 829.40 145,456.90 156,452.34 161,197.40 211,156.40 The contingency for possible change orders is $6,143.68 TIME OF COMPLETION 45 Working Days Specified Walt Williams Construction Company, Inc. is in compliance with the City's M/WBE Ordinance by committing to 2% M/WBE participation and documenting good faith effort. Walt Williams Construction Company, Inc. identified several subcontracting and supplier opportunities. However, the M/WBE's contacted in the areas identified did not respond or did not submit the lowest bids. The City's goal for this project is 23%. This project is located in COUNCIL DISTRICT 3, Mapsco 90E. City of Fort Worth, Texas "agor And Council comm'U"icatio" DATE REFERENCE NUMBER LOG NAME PAGE 5/18/99 **C-17428 30 BRADY 2 of 2 SUBJECT ` CONTRACT WITH WALT WILLIAMS CONSTRUCTION COMPANY, INC. FOR RECONSTRUCTION OF BRADY AVENUE FROM CAROLYN ROAD TO GRANBURY ROAD FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are available in the current capital budget, as appropriated, of the Street Improvements Fund. MG:k Submitted for City Manager's I FUND I ACCOUNT I CENTER I AMOUNT Office by: (to) Mike Groomer 6140 A. Douglas Rademaker 6157 C115 1 541200 1 020115040582 1 $122,873.50 Contact: A. Douglas Rademaker 6157 CITY SECRETARY APPROVED CITY COUNCIL MAY 18 e�al Qty Secretary of the City of Fort Worth, Texas