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HomeMy WebLinkAbout024959 - Construction-Related - Contract - Chickasaw ConstructionCITY SECRETARY CONTRACT NO. t 55 SPECIFICATIONS AND CONTRACT DOCUMENTS RECONSTRUCTION OF WILLIE FROM VINCENNES AVENUE TO DILLARD AVENUE PROJECT NO.C111-020111040489 IN THE CITY OF FORT WORTH, TEXAS FILE No. K-1493 1998 BOB TERRELL CITY MANAGER HUGO A. MALANGA, PE - DIRECTOR 'ARTMENT OF TRANSPORTATION AND PUBLIC WORKS A. DOUGLAS RADEMAKER, PE - DIRECTOR DEPARTMENT OF ENGINEERING EXHIBIT "A" s 06/09/1SS9 10:54 9404333007 ORPM PRODUCER PTO '` Bolay !.atharston Insurance P. 0. Dralwar 10 Wichita Falls TX 76307 Holey Featherston Insurance n,_No, 940-723-7111 F7.N. QA0-t -QcAO CHICKASAW1:Y PAGE 01 i ,•R-fp OATE(MMMDI TN(S CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE COMPANY A Nautilus Insurance Company COMPANY B Colony Ins Company COMPANY Chickasaw Construction Co C Trinity Univ.raal Insurances Co 9 0 Box 356 - ---- Paradise TX 76073 COMPANY 0 Texas Workers Camp ins Fund CQYERAf3 THIS 18 10 CERTIFY THAT THE POLICIES OF INBURANC! LISTED ITELOW HAVE U3EEN IEBUEb TO THE INEURF,D NAMEO ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDIMG ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENTIMTH RESPECT TO WHICH T41$ CERTIFICATE MAYBE ISSUED OR MAY PERTAIN, THE iNBURANCE AffORDED EY NI POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS ANO CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF fM$URANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LTR DATE (MMR)DJYY) IDATE(MMJDOVYY) LIMITS GENERAL LWMLITY GENERAL AGGREGATE 51, 000 00 A X c,Q.MMERcIALGENEMLUAau.rrY ITC069235 11/10/98 11/10/99 PRODUCTS-COMPIOPAGO $1 000 00 IILJ CLAIMS MADE fX OCCUR Psao.AL & Arse INJURY $ 1 _000,00 OMER'SACONTRACTOR!$PROT� I RAIIOCYiRREJ4CY $1,000,00 FMiE DAMAGE (Any ono Ile) $ 50,00 AUTOMOINLI LIABILITY C IJANYAUTo TCA6694695 ALL OWMED AUTOS SCHEDULED AUTOS HIRED AUTOS X NO$-0WMED AUTOS ( GARAGE LIABILITY ANY AUTO _____I. EXCESS LIAINUTY r B : X UMSRELLA FORM UL1102 619 OTHER THAN UMBRELLA FORM WORMER$ COMPeNMT,ON /wv EMPLOYERS' UASILm THE PROPRIETOIV D INCL T$FOOQIQ739 5 FARTINGRSIEXECU7IVE 4 OFFICERS ARE: EXCL OTHER DESCRIPTION OF OPERATIONSILOCATIOH WVHICLEEt$PECIAL ITEMS JOB LOCATION: WILLTB STREET, FORT WORTH, TEXAS C.6RTIFICk1t I I, :.. Iri, •• TORTW04 CITY OF FORT WORTH ENGINEERING DEPT 1000 THROCIfMCRTON STREET FORT 1+ ORTF1 TX 76102-6311 MEDEXP(AnyoMPawn) $ 1 00 11/15/98 I 11/15/99 COMBINEIBwaLSweiT *1,000,00 BODILY INJURY (Pv pswon) LILY INJURY (PW �tetd�nt) PROPERTY DAMAGE S AUTO ONLY - EA ACCIDENT ' $ OTHER THAN AUTO ONLY; 7 EACH ACCIDENT $ AGGREGATB $ EACH OCCUWtBNCE $1,000 001 11/10/98 11/10/99 AGGREGATE *1,000,00 ELEACHACCIDENT $500,000 11/12/99 11/12/99 . ELDISEA$E-POLICYUMIT 350Q COO_ JIL CN$ A •EA EMPLOYEE 3 50b COO CANCEL.LATION • SHOULD ANY OF THE ABOVE DESORIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 10 _ DAYS W3MTTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIAOHJTY OP ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRE TATIVEE. AUTHORIZED REPRESENTATIVE 113olay Featharst 0 NOTICE TO BIDDERS 0 Sealed proposals for the following: 0 0 0 El 0 LI El 0 D 0 0 0 0 0 D D FOR: RECONSTRUCTION OF WILLIE STREET FROM VINCENNES AVENUE TO DILLARD AVENUE PROJECT NO. C111-020111040489 FILE NO.: K-1493 DOE NO.: 1223 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, October 1, 1998 and then publicly opened and read aloud at 2:00 PM in the Council Chambers. Plans, Specifications and Contract Documents for this project may be obtained at the Office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. 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 ba§is for twenty dollars ($20.00) per set. These documents contain additional information for prospective bidders. 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 bids are opened. The award of contract, if made, will be within forty-nine (49) days after the opening of bids , but in no case will the award be made until all the necessary investigations are made as to 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, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contract. A copy of the Ordinance can be obtained from the Office of the City Secretary. In order for a bid to be considered responsive, the AFFIDAVIT STATEMENT included within these bid documents must be completed and submitted with the bid. Failure to submit the completed AFFIDAVIT STATEMENT shall render the bid nonresponsive. In addition, the bidder shall submit the MBE/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The documentation must be received no later than 5:00 PM, five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall render the bid nonresponsive. For additional information, contact Jim Deeter at (817) 871-7803. BOB TERRELL CITY MANAGER Advertising Dates: September 3, 1998 ALICE CHURCH CITY SECRETARY A. Douglas Rademaker, P.E. Director, art t o Engineering By n 6 Jo Firing, P.E. Manager, Engineering Services September 10, 1998 0 0 11 SPECIAL INSTRUCTION TO BIDDERS [II. BID SECURITY: Cashier's check or an acceptable bidder's bond payable to the City of Fort Worth, in an amount of not less than five (5%) per cent of the total of the bid submitted must accompany the bid, and is subject to forfeit in the event the successful bidder fails to execute the contract documents within ten (10) days after the contract has been awarded. To be an acceptable surety on the bond, (1) the name of the surety shall be included on the current U.S. Treasury, or (2) the surety must have capital and surplus equal to ten times the limit of the bond. The surety must be licensed to do business in the state of Texas. The amount of the bond shall not exceed the amount shown on the treasury list or one -tenth (1/10) the total capital and surplus. 2. PAYMENT 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 well -as payment bond, both in a sum equal to the amount of the contract awarded. The form of the Lt 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 D 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 and surplus equal to ten times the amount of the bond. The surety must be licensed to do business in D 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 fl 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 fdrthe protection of all claimants supplying labor and materials in the prosecution of the work. 0 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 0 Worth. 3. LIQUIDATED DAMAGES: The Contractor's attention is called to Part 1, Item 8, paragraph 8.6, of 0 the "General Provisions" of the Standard Specifications for Construction of the City of Fort Worth, Texas, concerning liquidated damages for late completion of projects. 4. AMBIGUITY: In case of ambiguity or lack of clearness in stating prices in the proposal, the City reserves the right to adopt the most advantageous construction thereof to the City or to reject the proposal. US.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. U 0 6. WAGE RATES: All bidders will be required to comply with provision 5159a of "Vernons Annotated Civil Statutes" of the State of Texas with respect to the payment of prevailing wage rates as established by the City of Fort Worth, Texas and set forth in Contract Documents for this project. 7. FINANCIAL STATEMENT: A current certified financial statement may be required by the Department of Engineering if required for use by the CITY OF FORT WORTH in determining the successful bidder. This statement, if required, is to be prepared by an independent Public Accountant holding a valid permit issued by an appropriate State Licensing Agency. 8. INSURANCE: Within ten (10) days of receipt of notice of award of contract, the Contractor must provide, along with executed contract documents and appropriate bonds, proof of insurance for Worker's Compensation and Comprehensive General Liability (Bodily Injury -$250,000 each person, $500,000 each occurrence; Property Damage - $300,000 each occurrence). The City reserves the right to request any other insurance coverages as may be required by each individual project. NONRESIDENT BIDDERS: Pursuant to Article 601 g, 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, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the office of the City Secretary. In order for a bid to be considered responsive, the AFFIDAVIT STATEMENT included within these bid documents must be completed and submitted with the bid. Failure to submit the completed AFFIDAVIT STATEMENT shall render the bid non- responsive. 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 I a 0 I I 0 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 formalities. No bid may be withdrawn until the expiration of forty-nine (49) days from the date bids are opened: The award of contract, if made, will be within forty-nine (49) days after the opening of bids, but in no case will the award be made until all the necessary investigations are made as to the responsibility of the bidder to whom it is proposed to award the contract. 12. PAYMENT: The Contractor will receive full payment (minus 5% retainage) from the City for all work for each pay period. Payment of the remaining amount shall be made with the final payment, and upon acceptance of the project. 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: BA: 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 Ij 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. 0 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, D 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 Q 0 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 [I (a) a certificate of coverage, prior to the other person beginning work on the project; and D (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. O(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 Qproject; 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. By signing this contract or providing or causing to be provided a certificate of coverage, Ui. the contractor is representing to the governmental entity that all employees of the contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self insured, with the commission's Division of Self -Insurance Regulation. Providing false or misleading information may subject the contractor to administrative, criminal, civil D penalties or other civil actions. k. The contractor's failure to comply with any of these provisions is a breach of contract by O the contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. B. The contractor shall post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Compensation Commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text, without any additional words or changes: "REQUIRED WORKER'S COMPENSATION COVERAGE" The law requires that each person working on this site or providing services related to this construction project must be covered by worker" compensation insurance. This includes persons providing, hauling or delivering equipment or materials, or providing labor or transportation or other service related to the D project, regardless of the identity of their employer or status as an employee". Call the Texas Worker's Compensation Commission at 512-440-3789 to receive information on the IJ legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage". Ii 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 0 0 0 ci a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PROPOSAL TO: Mr. Bob Terrell City Manager Fort Worth, Texas FOR: RECONSTRUCTION OF WILLIE STREET FROM VINCENNES AVENUE TO DILLARD AVENUE PROJECT NO. C111-020111040489 FILE NO.: K-1493 DOE NO.: 1223 Pursuant to the foregoing "Notice to Bidders", the undersigned has thoroughly examined the plans, specifications and the site, understands the amount of work to be done, and hereby proposes to do all the work and furnish all labor, equipment, and materials necessary to complete all the work as provided in the plans and specifications, and subject to the inspection and approval of the Department of Engineering Director of the City of Fort Worth. Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract and furnish Performance and Payment Bond approved by the City of Fort Worth for performing and completing said work within the time stated and for the following sums, to -wit: SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID S.P. 1. 1 LS. UTILITY ADJUSTMENT Dollars & Cents Per LS. $10,000.00 $10,000.00 S.P. 2. 2 EA. PROJECT DESIGNATION SIGNS Dollars & Cents Per EA. $300.00 $600.00 104 3. 980 LF. REMOVE EXIST. CURB & GUTTER el �� Dollars & .uC Cents Per LF. $ 1 i $�� 104 4. 630 SF. REMOVE EXIST. CONCRETE DWY. Dollars & tip' Cents Per SF. $ /, $ j 104 5. 4000 SF. REMOVE EXIST. CONCRETE SIDEWALK, S.P. LEADWALK AND/OR WHEELCHAIR RAMPS �__ _ Dollars & $ %'. �' > $ J.�v'O: CJ Cents Per SF. 510 6. 120 LF. RELOCATE EXIST. 4' AND/OR GATE •%; � ,,y Dollars & i✓E . Cents Per LF. $ %L�'�s $ /.ko -- 510 7. 240 LF. RELOCATE EXIST. 6' FENCE AND/OR GATE Dollars & $ $ ______________Cents Per LF. S.P. 8. 1400 CY. UNCLASSIFIED STREET EXCAVATION 106 G' i 6v F4T Dollars & t� �� "° / Cents Per CY. $ $ ). 210 9. 56 Ton LIME lie/ live Dollars & ,1J) Cents Per Ton $ $ 210 10. 3725 SY. 6" LIME STABILIZED SUBGRADE @30#/SY. _ Dollars & ____ w; 7 Cents Per SY. $ $ z wf S.P. 11. 3600 SY. 6" REINFORCED CONCRETE PAVEMENT 314 ''c,G,c � ,� &,z.i Dollars & r>(,awi�f>/✓ Cents Per SY. $ /, / $ 7 S.P. 12. 4000 LF. SILICONEJOINT SEALANT y/u Dollars & Cents Per LF. $ /, C� $ S.P. 13. 2170 LF. 7" CONCRETE CURB cyi_ Dollars & Cents Per LF. $ ,V,•1, ✓ ,f, $ ,; 504 14. 4500 SF. STD. 4" REINFORCED CONCRETE SIDEWALK, LEAD WALK AND/OR WHEELCHAIR RAMPS /"E°P Dollars & $ �� • $ t G1r /5+rr ( Cents Per SF. 504 15. 920 SF. STD. 6" REINFORCED CONCRETE DWY. C Dollars & Cents Per SF. $ . �✓ j� $ ,� 518 16. 26 CY. RETAINING WALL S.P. KX Dollars & _______________Cents Per CY. $ /'ic. % `.' $ `% (y_J, S.P. 17. 100 LF. REPLACE EXIST. CURB & GUTTER 104 502 t ; _____________________Dollars & ) w0 Cents Per LF. $ $ S.P. 18. 15 Ton H.M.A.C. TRANSITION 312 Dollars & _y _ Cents Per Ton $ .G; C'11 7 S.P. 19. 100 LF. 6" PIPE SUBDRAIN , x & _______________Dollars Cents Per LF. $ 9"J $ 452 20. 2 EA. REMOVE EXIST. 10' INLET FiLc' T/a.,,v/) Dollars & A4) Cents Per EA. $ ,'O2 2 `' $ 444 21. 2 EA. STD. 10' INLET. Jrlr�% /ipeo Dollars & __ Cents Per EA. $ /'()2' ``� $ 3( ` S.P. 22. 600 CY. TOP SOIL 116 NINE Dollars & NO Cents Per CY. $ 9.00 $5,400.00 S.P. 23. 6 EA. ADJUST VALVE BOX TWO HUNDRED Dollars & NO Cents Per EA. $ 200.00 $1,200.00 S.P. 24. 3 EA. MANHOLE ADJUSTMENT THREE HUNDRED FIFTY_Dollars & NO Cents Per EA. $ 350.00 $1,050.00 S.P. 25. 12 EA. ADJUST WATER METER BOX THIRTY FIVE Dollars & NO Cents Per EA. $ 35.00 $420.00 TOTAL BID $ /R/ This contract is issued by an organization which qualifies for exemption pursuant to the provision of Article 20.04 (F) of the Texas Limited Sales, Excise and Use Tax Act, Taxes. All equipment and materials not consumed by or incorporated into the project construction, are subject to State sales taxes under House Bill 11, enacted August 15, 1991. The successful Bidder shall be required to complete the attached Statement of Materials and Other Charges at the time of executing the contract. The Contractor shall comply with City Ordinance 7278, as amended by City Ordinance 7400 (Fort Worth City Code Sections 13-A-21 through 13-A-29), prohibiting discrimination in employment practices. The undersigned agrees to complete all work covered by these contract documents within Forty Five (45) Working Days from and after the date for commencing work as set forth in the written Work Order to be issued by the Owner and to pay not less than the "Prevailing Wage Rates for Street, Drainage and Utility Construction" as established by the City of Fort Worth, Texas. Within ten (10) days of receipt of notice of acceptance of this bid, the undersigned will execute the formal contract and will deliver an approved Surety Bond for the faithful performance of this contract. The attached deposit check in the sum of Dollars ($ ) is to be forfeited in the event the contract and bond are not executed within the time set forth, as liquidated damages for delay and additional work caused thereby. (Uwe), acknowledge receipt of the following addenda to the plans and specifications, all of the provisions and requirements of which have been taken into consideration in preparation of the foregoing bid: Addendum No. 1 (Initials) A Addendum No. 3 (Initials) Addendum No. 2 (Initials) (SEAL) Date 7 O -/9d Addendum No. 4 (Initials) Respectfully submitted: By (2 � �,� j <� •c- 3 Address / ,?r / ) X to Telephone iyJ L/5J-' 'O a VENDOR COMPLIANCE TO STATE LAW a a The 1985 Session of the Texas Legislature passed House Bill 620 relative to the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out -of -State contractors whose corporate offices or principal place of business are outside of the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest aTexas resident bidder by the same amount that a Texas resident bidder would be required too underbid a nonresident bidder in order to obtain a comparable contract in the State in which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all out -of -State or D nonresident bidders in order for your bid to meet specifications. The failure of out -of -State or nonresident contractors to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. oA. Nonresident vendors in (give State), our principal place of business, are required to be percent lower than resident bidders by State law. A copy of the Statute is attached. a 0 a 0 0 0 a 0 it 0 a Nonresident vendors in required to underbid resident bidders. (give State), our principal place of business, are not B. Our principal place of business or corporate offices are in the State of Texas. BIDDER: City 'State Zip By: (Please print) Signature: i1 Title: . n �✓ 7 (Please print) THIS FORM MUST BE RETURNED WITH YOUR QUOTATION 0 0 D 0 a 0 0 C C [11 I 0 0 a it I 0 a 0 City of Fort Worth Minority and Women Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY if the total dollar value -of the -:contract Is $25,000 -or more, the MIWBE ,goat is applicable. If the total dollar value of the contract Is- less than $25,000, the MIWBE ° goal Is not appllicoble. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority/Women Business Enterprises (MNVBE) 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 24 % of the base bi value of the contract. COMPLIANCE TO BID SPECIFICATIONS On City contracts of $25,000 or more, bidders are required to comply with lhe intent of the City's M/WBE Ordinance by either of the following: 1. Meet or exceed the above stated M/WBE goal, or; 2. Good Faith Effort documentation, or; 3. Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Departme t, 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., fiv (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 MIWBE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE TO SPECIFICATIONS. 'Any questions, please contact the M/WBE Office at (817) 871-6104. 0 Rev. 612198 ATTACHMENT 1A a Page1of2 City of Fort Worth Minority and Women Business Enterprise Specifications MBE/WBE UTILIZATION 1 ii 0 (.ita /cgR-s/4 t.j zo -t. eo>t / rs PRIME COMPANY NAME BID DATE PROJECT NAME PROJECT NUMBER CITY'S M/WBE PROJECT GOAL: M/WBE PERCENTAGE ACHIEVED: Failure to complete this form,' in its, entirety with., supporting documentation; and received by the Managing [I 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 bidbeingconsidered 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(*) . _ Dc"- dv, y- FY7- 558 '1'99 S•, e 7 ? '??max_ Ja«/r Seat C` M/WBEs must be located In the 9 (nine) county marketplace or currently doing business In the marketplace at the time of bid. I(*) Specify all areas In which MWBE's are to be utilized and/or items to be supplied: f*1 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 direct payment from the prime contractor to a subcontractor is considered 1`c tier, a payment by •a subcontractor to Its supplier is considered 2n° tier. 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 Ut 0 � City of Fort Worth Minority and Women Business Enterprise Specific o MBEIWBE UTILIZATION a C C Li fl fr Company Name, Contact Name, Address, and Telephone No. Certified Specify All Contracting Scope of Work (*) Specify All Items to be Supplied(*) , Dollar Amoun a f- :. SA rv,O /Jo SO/L •-• ....................-- ___________ __________ - ________ bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding OlThe 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 01officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for iterminating 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 JparticipatingIin 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 nature Printed Signature (.Title �y Company Name Address ' 7 -7o7 A�i4 o r se • ,6 '1 ol. City/State/Zip Code Contact Name and Title (if different) '4'O-133-3 7 /''vfi'% 23 -4/9 71 Telephone Number () 'z -(o - 4? -'3007 Fax Number 7. Date 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 a Rev. 6/2/98 0 II I 0 Q a 0 I 0 0 I 0 a D 0 ci a CITY OF FORT WORTH, TEXAS DEPARTMENT OF ENGINEERING SPECIAL PROVISIONS FOR: RECONSTRUCTION OF WILLIE STREET FROM VINCENNES AVENUE TO DILLARD AVENUE PROJECT NO. C111-020111040489 FILE NO.: K-1493 DOE NO.: 1223 1. SCOPE OF WORK: The work covered by these plans and specifications consist of 6" reinforced concrete paving over 6" lime stabilized subgrade 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. 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. The number of working days shall be forty five (45). 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 right-of- way easements are clear. Contractor will be required to contact Larry Waters, Principal of Dunbar Sixth Grade School at 817-531'6350, 48 hours prior to beginning work so changes in the bussing route may be coordinated. The Contractor shall not hold the City of Fort Worth responsible for delay in work order of this Contract. Contract will be awarded to the lowest responsive bidder. 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, 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. 0 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 zxecute 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 fmal 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. 0 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 0 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. 0 The Contractor will not remove any regulatory sign, instructional sign, street name sign or other sign which has been erected by the City. If it is determined that a sign must be removed to permit required construction, the Contractor shall contact the Transportation and Public Works Department. Signs and Markings Division (phone number 871-8075), to remove the sign. In the case of regulatory signs, the Contractor must replace the O permanent sign with a temporary sign meeting the requirements of the above referenced manual and such temporary sign must be installed prior to the removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent sign can be reinstalled the Contractor shall again contact the Signs and Markings Division to reinstall the permanent sign and shall leave his temporary sign in place until such reinstallation is completed. 0 12. PAYMENT: The Contractor will receive full payment from the City for all work. 1: 0 C Ii a 0 I C 0 I 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 information or material, if any, which is to be furnished by the City. When such extra compensation is claimed a written statement thereof shall be presented by the Contractor to the Engineer and if by him found correct shall be approved and referred by him to the Council for final approval or disapproval; and the action thereon by the Council shall be final and binding. If delay is caused by specific orders given by the Engineers to stop work or by the performance of extra work or by the failure of the City to provide material or necessary instructions for carrying on the work, then such delay will entitle the Contractor to an equivalent extension of time, his application for which shall, however, be subject to the approval of the City Council; and no such extension of time shall release the Contractor or the surety on his performance bond form all his obligations hereunder which shall remain in full force until the discharge of the contract. 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 and/or Detour Signs," Item 524 and/or as shown on the plans. Construction signing and barricades shall conform with "1980 Texas Manual on Uniform Traffic Control Devices, Vol. No. 1." 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 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 such material. Contractor shall not dispose of such material until the proposed sites have been determined by the Administrator to meet the requirements of the Flood Plain Ordinance of the City of Fort Worth (Ordinance No. 10056). All disposal sites must be approved by the Administrator to ensure the filling is not occurring within a flood plain without a permit. A flood plain permit can be issued upon approval of necessary engineering studies. No fill permit is required if disposal sites are not in a flood plain. Approval of the contractors disposal sites shall 0 be evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain fill Permit authorizing fill within the flood plain. Any expenses associated with obtaining the fill permit, including any necessary engineering studies, shall be at the contractors expense. In the event that the contractor disposes of spoil/fill materials at a site without a fill permit or a letter from the administrator approving the disposal site, upon notification by the Director of Engineering, contractor shall remove the spoil/fill material at its expense and dispose of such materials in accordance with the Ordinance of the City and this section. 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, i cluding 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: I a ( ) A warning sign not less than five inches by seven inchespainted yellow , yel o with black letters that are legible at 0 twelve feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus. The.warning sign shall read as follows: "WARNING —UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH 9 VOLTAGE LINES,." (b) Equipment that may be operated within ten feet of high voltage lines shall have an insulating cage -type of 0 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 a line or raise or lower the line. The work done by the power company shall not be at the expense of the City of Fort Worth. The notifying department shall maintain an accurate log of all such calls to TU Electric Service Company and shall record action taken in each case. 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. O(e) No person shall work within six feet of a high voltage line without protection having been taken as outlined in Paragraph (c). 024. 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 Operformance of all such work. 25. RIGHT TO AUDIT: 0 (a) Contractor agrees that the City shall, until the expiration of three (P) years after final payment under this contract have access to and the right to examine and photocopy arty directly pertinent books, documents, papers and records of the contractor involving transactions relating to this contract. Contractor agrees that 0 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. [1 (b) Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, under the expiration of three (3) years after final payment under the subcontract, have access to and the right to examine and photocopy any directly pertinent books, a documents, papers and records of such subcontractor involving transactions to the subcontract and further, that City shall have access during normal working hours to all subcontractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in, compliance with the provisions of this O article together with subsection (c ) hereof. City shall give subcontractor reasonable advance notice of intended audits. (c) Contractor and subcontractor agree to photo copy such documents as may be requested by the City. The City agrees to reimburse contractor for the cost of copies as follows. 1. 50 copies and under $0.10 per page. 02. More than 50 copies $0.85 for first page plus $0.15 fpr each page thereafter. (d) "Contractor agrees that the City shall, until the expiration of three,(3) years after final, payment under this P PYm contract have access to and the right to examine any directly pertinent books, documents, papers and 0 records of such subcontractor, involving transactions to the subcontract and further, that City shall have access during normal working hours to all appropriate work space, in order to conduct audits in compliance with the provisions of this article. City shall give subcontractor ,reasonable advance notice of intended audits." 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. 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. PAY ITEM No. 1- UTILITY ADJUSTMENT: 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 owner's responsibility to maintain. An arbitrary figure has been placed in the Proposal; however, this does not guarantee any payment for utility adjustments, neither does it confine utility adjustments to the amount shown in the Proposal. It shall` be the "Contractor" responsibility to provide the services of a licensed plumber to make the utility adjustments determined necessary by the Engineer. No payment will be made for utility adjustments except those adjustments determined necessary by the Engineer. Should the contractor damage service lines due I to his negligence, where such lines would not have required adjustment or repair otherwise, the lined shall be repaired and adjusted by the contractor at the contractor's expense. The payment to the contractor for utility adjustments shall be the actual cost of the adjustments plus ten percent (10%) to cover the cost of bond and overhead incurred by the contractor in handling the utility adjustments. PAY ITEM 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. Maintenance will include painting and repairs as directed by the Engineer. aIt 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 a 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. I] The work, which includes the painting of the signs, installing and removing the signs, furnishing the materials, supports and connections to the support and maintenaitce shall be to the satisfaction of the Engineer. aThe unit price bid per each will be full paymentfor materials including all labor, equipment, tools and incidentals necessary to complete the work. D PAY ITEM No.8- - UNCLASSIFIED STREET EXCAVATION: See Standard Specifications Item No. 106, "Unclassified Street Excavation" for specifications governing this item. aRemoval of existing penetration or asphalt pavement shall be included in this item. I All objectionable material found within the limits of excavation shall be removed from the job site and disposed a of in a manner satisfactory to the Engineer. Removal of such shall be subsidiary to this item unless otherwise provided herein. 0 Operations necessary to windrow existing gravel base in order to lower or raise subgrade shall be considered as subsidiary to this item and no additional compensation shall be given as such. 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 0 any survey and/or measurement costs necessary to verify the actual quantities. PAY ITEM No. 11 - 6" REINFORCED CONCRETE PAVEMENT: (a) All applicable provisions of standard Specifications Item 314 "Concrete Pavement," shall apply. The 0 contractor shall use a six (6) sack concrete mix,' for all hand placement in the intersections. The unit price bid per square yard shall be full payment for all labor, material, equipment and incidentals necessary to complete the work. (b) Cracks in newly constructed concrete pavement: All crack(s) shall be individually evaluated by ,,the construction engineer to determine severity. The entire panel of pavement (to the nearest joint) shall .be removed and replaced at the contractors expense if it is determined that such crack(s) will undermine the D structural integrity or maintain ability of the pavement. Crack(s) which are determined to be cosmetic in nature shall require no change. The Construction Engineer at his sole discretion may dictate that only one- half (1/2) of a panel be removed and replaced providing that adequate measures have been taken by the contractor to eliminate sympathetic cracking. 0 PAY ITEM No. 12 - SILICONE JOINT SEALING FOR CONCRETE PAVEMENT: CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS DEPARTMENT SPECIFICATION for SILICONE JOINT SEALING (Revision 1, October 18, 1989) (Revision 2, May 12, 1994) 1. SCOPE This specification for silicone joint sealing Portland Cement Concrete pavement and curbs shall supersede Item 314.2. (11) "Joint Sealing Materials" of STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY OF FORT WORTH, and Item 2.210 "Joint Sealing" of STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH TEXAS COUNCIL OF GOVERNMENTS. 3. MATERIALS 3.1 The silicone joint sealant shall meet Federal Specification TT -S -001543A for Class A sealant except as modified by the test requirements of this specification. Before the installation of the joint sealant, the Contractor shall furnish the Engineer certification by an independent testing laboratory that the silicone joint sealant meet these requirements. 3.2 The manufacturer of the silicone joint sealant shall have a minimum two-year demonstrated, documented successful field performance with Portland Cement Concrete pavement silicone joint sealant systems. Verifiable documentation shall be submitted to the Engineer. Acetic acid cure sealants shall not be accepted. The silicone sealant shall be cold applied. 3.3 Self -Leveling Silicone Joint Sealant The joint sealant:`shall be Dow Coming 890 -SL self -leveling silicone joint sealant as manufactured by Dow Coming Corporation, Midland, MI 48686-0994, or an approved equal. 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 96 to 99 27510 550 1.206 to 1.340 60 14 to 21 14 to 21 El 0 AS CURED - AFTER 0 I 0 0 0 0 I 0 I 0 ASTM D 412, Die C ASTM D 3583 (Sect. 14 Mod.) ASTM C 719 ASTM D 3583 (Sect. 14 Mod.) ASTM D 3583 (Sect. 14 Mod.) Mod. Elongation, % min. Modulus @ 150% Elongation, psi max. Movement, 10 cycles @ +100/-50% Adhesion to Concrete, % Elongation min. Adhesion to Asphalt, % Elongation min. 1400 9 No Failure 600 600 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. 0 5. EQUIPMENT 0 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 insftected by the Engineer prior to the beginning of the work. The minimum requirements for construction equipment shall be as follows: 0 5.2 Concrete Saw: The sawing equipment shall be adequate in' size and power to complete the joint sawing to the required dimensions. 0 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. 0 5.4 Air Compressors: The delivered compressed air shall have a pressure in excess of 90 psi and 120 cfm. There shall be suitable reaps for the removal of all free 0 lit water and oil from the compressed•air. The blow -tube shall fir into the saw -cut joint. 5.5 Extrusion Pump: The oufput shall be capable of supplying a sufficient volume of sealant to the joint. 5.6 Injection Tool: This mechanical device shall apply the sealant uniformly into the joint. 5.7 Sandblaster: The design shall be for commercial use with air compressor's as specified in Paragraph 5.4. 5.8 Backer Rod Roller and Tooling Instrument: These devices shall be clean and free of contamination. They shall be compatible with the join depth and width requirements. 6. 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 6.2 Sawing Joints: The joints shall be saw -cut to the width and depth as shown on the "Construction Detail" sheet. The faces of the joints shall be uniform in width and depth along the full length of the joint. 6.3 Cleaning Joints: Immediately after sawing, the resulting concrete slurry shall be completely removed from the joint and adjacent area by flushing with high pressure water. 'The water flushing shall be done in one -direction 'to prevent joint contamination. When the Contractor elects to saw the joint by the dry method, flushing the joint with high pressure water may be deleted. The dust resulting from the sawing shall be removed from the joint by using compressed air. (Paragraph Rev. 1, October 18, 1989) After complete drying, the joints shall be sandblasted. The nozzle shall be attached to a mechanical aiming device so that the sand blast will be directed at an angle of 45 degrees and at a distance of one to two inches.from the face of the joint. 'Both joint faces shall.be sandblasted in separate, one directional passes. Upon the termination of the sandblasting, the joints shall be blown -out using compressed air. The blow tube shall fit into the joints. The blown joint shall be checked for residual dust or other contamination. If any dust or contamination is found, the sandblasting and blowing shall be repeated until the joint is cleaned. Solvents will not be permitted to remove stains and contamination. Immediately upon cleaning, the bond breaker and sealant shall be placed in the joint. Open, cleaned joints shall not be left unsealed overnight. Bond Breaker Rod and Tape: The bond breaker rod and tae shall be installed in the cleaned joint prior to the application of the joint sealant in a manner that will produce the required dimensions. I 0 0 0 0 6.4 Joint Sealant: Upon placement of the bond breaker rod and tape, the joint sealant shall be applied using the mechanical injection tool. The joint sealant application shall not be permitted when the air and pavement temperature is less than 40F (4C). Joints shall not be sealed unless they are clean and dry. Unsatisfactorily sealed' joints shall be refilled. Excess sealant left on the pavement surface shall be removed and discarded and shall not be used to seal the joints. The pavement surface shall present a clean final condition. Traffic shall not be allowed on the fresh sealant until it becomes tack -free. Q 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 0 sealant installation. The manufacturer's representative shall approve the clean, dry joints before the sealing opeiation commences. U 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 0 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. U 8. BASIS OF PAYMENT 0 Payment will be made at the Contract bid item unit price bid per linear foot (L.F.) as provided in "MEASUREMENT" for "SILICONE JOINT SEALING", which price of shall be full compensation for furnishing all materials and for all preparation, delivery, and application of those sealing materials and for all labor, equipment, tools and incidentals necessary to complete the silicone joint sealing in conformity with the plans and these specifications. flPAY ITEM No. 13-7" CONCRETE CURB: The contractor may, at his option, construct either integral or superimposed curb. Standard Specification Item 502 shall apply except as follows: Integral curb shall be constructed along the edge of the pavement as an integral part of the slab and of the same concrete as the slab. The concrete for the curb shall be deposited not more than thirty (30) minutes after the concrete in the slab. Q PAY ITEM No. 16 - RETAINING WALL: This item will consist of constructing a "Combination Sidewalk/Retaining Wall" from approximately STA. 0+25 RT. to STA 2+75 RT. to an average height of 2'-0". The Engineer in the field will have control over the a necessity and height of proposed wall to be determined as construction progresses. Sidewalk section will be paid by separate item (STD. 4" REINFORCED CONCRETE SIDEWALK, LEADWALK AND/OR WHEELCHAIR RAMPS). See detail in plans for pay limits. fl U PAY ITEM NO. 17 - REPLACE EXIST. CURB AND GUTTER: This item is included for the purpose and removing and replacing existing curb and gutter in transition areas as determined by the Engineer in the field. Theproposed curb and gutter will be of the same dimensions as the a 1] existing curb and gutter to be removed. Quantities for this pay item are approximate and are given only to establish a unit price for the work. The price bid per linear foot for "REPLACE EXIST. CURB AND GUTTER" as shown in the Proposal will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. PAY ITEM No. 18 - HMAC TRANSITION: This item will consist of the furnishing and placing at varying thicknesses an HMAC surface in transition areas where indicated on the plans, as specified in these, specifications and at other locations as may be directed by the Engineer. This item shall be governed by all applicable provisions of Standard Specifications Item 312. The price bid per ton HMAC Transitionasshown in the Proposal will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. PAY ITEM No. 19-6" 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. 22 - TOP SOIL: The proposed quantities shown are calculated to provide topsoil 4 to 6 inches in depth (compacted) over the parkway area and do not include deeper than design depth behind the curb. The 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. PAY ITEM No. 23 - ADJUST WATER VALVE BOX: Contractor will be responsible for adjusting water valve boxes to match new pavement grade. The water valves themselves will be adjusted by City of Fort Worth Water Department forces. The unit price bid will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. PAY ITEM No. 24 - MANHOLE ADJUSTMENT: This item shall include adjusting the tops of existing and/or proposed manholes to match proposed grade as .shown on the plans or as directed by the Engineer. Standard Specification Item No. 450 shall apply except as follows: Included as part ofthis 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. PAY ITEM No. 25 - 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. Jr 0 0 a I El 0 0 I I 0 I a 0 C' G 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 (STR) $9.058 POSTHOLE 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) 58r427 TRACTOR-CRAUVLER 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 $11.33 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 $7.90$ BARRICADE SERVICER ZONE WK. $6.402 BULLDOZER, 150 HP OR LESS $8.70$ 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. $9.04'2 TRUCK DRIVER -TRANSIT MIX $7.507 CONCRETE PAVING JOINT SEALER $7.35,0 TRUCK DRIVER -WINCH $8.200 CONCRETE PAVING FLOAT $7.8'.5 VIBRATOR OPERATOR $7.000 CONCRETE PAVING SAW %9.2 0 WELDER 10.459 CONCRETE PAVING SPREADER $9.70 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'/ CY OR LESS) (LESS THAN 1 /2 CY) CRANE, CLAMSHELL, BACKHOE, $10.5 7 FRONT END LOADER $9.311 DERRICK, DRAGLINE, SHOVEL (1 '/2 (OVER 2 %2 CY) CY & OVER)) CRUSHING OR SCRNG PLT OPR. $9.506 HOIST (DOUBLE DRUM & LESS) $8.917 ELEVATING GRADER FOUNDATION DRILL OPERATOR $10.060 (CRAWLER MOUNTED) 0 2-I PROJECT DESIGNATION SIGN 1 1/2• 1/4• 6• c1tvFOW2V2w o rt orthw2 11/4' 31/2• 3• 3' �•3'� 1. :t±_PProject Title . I 1 1 1 1 4 Contractor: I/2 :o. _�/_• Contractors Name 7 3/4• II = = Scheduled Completion Date /=w Year 11/2" 4-0 LANGHORN WHITE ( BLUE BACKGROUND W/ WHITE LETTERS) LETTEXING'CTY Or FORT'WORTH-BOOKMAN DEYI ITALIC PROJECT TITLE ,CONTRACTOR. b DATE IN .HELVETI.CA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 ATTENTION ! CURB RAMPS SHALL BE CONSTRUCTED PERPENDICULAR TO THE CURB AT STREET CROSSINGS WITH LANDINGS IN LIEU OF DIAGONAL CROSSINGS WHERE FEASIBLE. SEE FIGS. 58,59 & 60. __ lr•] r J l , _A.1 STANDARD DETAILS CITY OF FORT VORTH, TEXAS - CONSTRUCTION STANDARD OCTOBER, 1992 - - ... ' r '..J ow ..ii r N r it w r Io MONOLITHIC SIDEWALK CURB R.O.W. STREET CURB LINES TO BE ►+►ti+C 1/4" DEEP ptlSsl►4 *AIWA TRANSITWw 9" 18" 14 JOINT, 3" GAP 4.. 4.. 1" R ?. SIDEWALK 4^' r4. . _f\ CURB PAY LIMIT MAX. LENGTH OF SURFACE TREATMENT (GROOVE) 5' FROM THE BACK OF CUR>, EXPANSION MATERIAL RECESSED 1/4" AND SEALED V/SILICONE (APPLICABLE TO ALL N T S COLD -JOINTS) U FOR PARKWAY WITH ELEVATION BELOW STREET ELEVATION, THE- SIDEWALK CURB MUST BE 2" HIGHER THAN THE STREET CURB. 2) SIDEWALK CURB SHALL NOT ENCROACH ON THE PROPOSED WIDTH OF THE SIDEWALK OR RAMP. • 3) FOR TYPE I RAMP MAXIMUM SIDEWALK CURB HEIGHT 0" TO 7". TYPICAL RAMP X --SECTION CITY OF FORT WORTH. TEXAS - CONSTRUCTION STANDARD OCTOBER, 1992 ® O O ® O E" El = E= ® ® E ® ® O ® © O Q a 0 0 0 I • I II of p 6" D N-atr 0 0 0 QLEGEND WHEELCHAIR RAMP LAYDOWN C/G EXISTING 15' R SCALE 1" = 5' SIDEWALK RAMP NOTES 1$ EWANSION JOINT AND SIUCONE SEALING SHAD K SUISIDIARY TO t)!IT PRICE )1D F SIDCVALK n THE ACTUAL LKTS Of RElET/AL OF OUST- ING CURD AND GJTTER AND SIDEWALK SHALL K AS DIRECTED $Y THE ENGINEE1t a THE 3D ►OO.IT) C cults OR F . IEo SLOPES MAY BE INSTALLED ON BOTH SIDES Of THE RASP DEPE�W1NG ON THE FIELD CONDITION OR AS DIRECTED DY THE ENGDEE2 4) CURD RAPS WITH RETURNED CURS HAY sE USE) VHCRC PEDESTRIANS WORD NUT NUEtlSALLY VALK ACROSS TIE RAMP. 3) SLOPE OF CURL RAW AND/OR SIDEVALK SHALL K A NIXD J4 Or UIL FLARED SIDES OF RAW SHALL HAVE A MAXIMN SLOPE OF 1+11 UNLESS PEDESTRIANS WA) WALK ACROSS TIE RAt'P THAI TIE MAXDI.I4 SLOPE SHALL IE 142 $ VNx CM sumac aR an swu x c4.a�o v.a,a ►got w�or. r a,a . I ► an roe camcam ►nvoo T m STANDARD PAY LIMIT DETAIL • CITY OF FI)tT VDitTH1 TEXAS - CONSTRUCTION STANDARD OCTOBER, 1992 Fi&ulllw' WR-1 0 •a n 6" N' W N" �LJ J1L - SiZR7t m A P IP. EXISTING 15' R SCALE 1" = 5' SIDEWALK RAMP ICTtb �NCM J. W 0 SUB:12ty" TO DOT t'RZ<;i3 F SImv" ICIE a TIC ICTWL LDITt W fi7CYK Cr MS G M" MH WTTF]I NC SIDEVM SNML X Z NF=Cp Ff TIC DID Pt TIC PtCL. aJ 0 0 0 0 a 0 ca_Damp A 0 -CF uam .crr I _ WX r.W. rAm r�r. r CURD aMER p V JT say COCRM ►Avtx T JOINT DETAIL CITY OF FORT VORTK TEXAS - CONSTRUCTION STANDARD OCTOBER, 1992 0 0 0 0 a 0 0 o he o4rvd Landwv at?v of tat Abbe- . S4dews1k Curb Fig. 58 0 0 0 0 I Perpendieoiar lublk Sidewttk Cari Ramp tarifel Pobilo Sidewi1i Cwb kiz p Combined Sues Curb " i nbtie Public Sided cab Ramps ®mom : '■■0110■ 0101■ =ice :0101■■■ ■■■ :_.: '0101■■■ ■u■ lam•■■■ ■o■■■■■■■� -- -. i■■■r■■■.■■■■■■ 0101■■■■■r � ,i���■10r■■■■■■■■■ ■0101■■■■■q ■■■■■�■■■■■■■ 0101■ ;*:= ©■■■■■■■■■■■■■ ■■R■■ ■■■ :==: 't■■■■ 0101■;:: '.■■■■ :110■■■ ■ ■■■ --- ■/■: rr.., ■■■t ■r■: - •R :RRBlRRR 01.01 = :1 �� ■.rtr.rrtr� 0101• ■.� ■t.r� ■ W .ttlrt�ttrs ■.■rtr■rt■t swtw� 0 0 0 0 0 a 0 0 0 0 0 0 0 a 0 0 a a 0 ATTENTION `! CURB RAMPS SHALL BE CONSTRUCTED PERPENDICULAR TO THE CURB AT STREET CROSSINGS WITH LANDINGS IN LIEU OF DIAGONAL CROSSINGS WHERE FEASIBLE. SEE FIGS. 58,59 & 60. TYPICAL LAYOUTS CITY OF FORT VORTK, TEXAS - CONSTRUCTION STANDARD OCTOBER, 1992 TYPE I EXISTING 15' R SCALE I"=5' F I PROP. 4' RAMP COLORED SURFACE VARIABLE HEIGHT CURB .- 1,48 VARIABLE HEIGHT CURB 1 1/2' R (TYP.) CITY OF FORT VT!{ TEXAS - CONSTRUCTION STANDARD OCTOBER, 1992 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 TYPE I EXISTING 20' :R SCALE 1"5' PROP, 4' RAMP COLORED SUkFACE I VARIABLE HEIGHT CURB 148 11 VARIABLE HEIGHT CURB • R .<TYPJ CITY OF FORT VORTHP TEXAS - CONSTRUCTION STANDARD OCTOBER, 1992 TYPE - I EXISTING IS' R SCALE 1" a S' PROP, 4' RAMP I .. COLORED SURFACE 1'48 1112 VARIABLE HEIGHT CURB 1 1/2' R (TYP) CITY OF FORT VORTI{ TEXAS - CD4TRUCTION STANDARD OC TO B£R, 1992 a a 0 0 0 0 0 0 d 0 0 0 0 0 0 0 D 0 a JY J Z 0 1148 TYPE . I EXISTING •20' R SCALE 1" = S' L 'J PROP.. 4' RAMP COLORED SURFACE VARIABLE HEIGHT CURD -1 1/2' R (TYP.) CITY OF FORT V�tTH, TEXAS - CONSTRVCTION STANDARD OC T 0BER, 1992 6" azam A: Kalm= %p. a TYPE III EXISTING 1S' R SCALE 1" a s' ii SIDEWALK RAMP BROOM FINISH HMAC TIE-IN :anruc aws CITY OF FORT V(TK, TEXAS - CQtSTRUCTIM VANDARD OCTOBER, 1492 TYPE III EXISTING 20' R SCALE 1" = so ii PROP. RAMP BROOM FINISH TRANSITION I ►, p.n CITY OF FORT VORTR TEXAS - CONSTRUCTI STANDARD OCTOBER 1992 �■ ■RaLUIIURUI i■■ama�ow■ ■m■■a■rmna iii nun ■ ,same■ ■a.sm aiisummomms�414!uNUNNnamemrn■ �.00■ mason swoon swoon ■■■ w■';r- ■ww �'�'�' ■■■= ,.~.� ■■■viii... ■■rr■■■v■■2 ■s� rwwsr w_■���■■t;�: i f RUNNING I x SLOPE I Y 1.Zp maxi RUNNING1:1ppE I COUNTERSLOPE •:,::•:..:.;::� •.:.•:::.. 2 max 1.20 max WALK CURB RAMP ' STREET 64OTE (I i Slope a ►/r. �r htn; r t. ,l l vi pla.K 121 Cnvnren{ope %h j, no 20 Fig.Measurement of Curb Ramp Slopes DE 1.r Iv NOTE: If r < 11f m 11: b nmt. tlkn 11nr +k of the flaroJ.ak' %hall ncx rtrttd 1: I. (a) Flared Sides Side � of Cg. urb 51 Fig. .6 Built-up Curb Ramp PLANTING OR OTHER NONWALKING SURFACE (b) Returned Curb 10 SCHOOL BLDG. MATCH EXISTING W/1'12 GRADE-.. GRASS COLORED SURFACE - MATCH EXIST. GRADE I 1'12 1'12 1'12 MATCH EXISTING W/1'12 GRADE GRASS --COLORED SURFACE TYPICAL LAYOUT TYPE I --- CITY OF FORT WORTH, TEXAS - CONSTRUCTION STANDARD OCTOBER, 1992 ® ® ® ® c ®` ® ® f=1 ® Ft J E ® tJ © c © E ® ® c C Li j® ® Q I j C J SCHOOL BLDG. 1!12 1112 1112 1112 1112 GRASS 1112 1'12 GRASS COLORED 1• _._ _ __ 1� COLORED SURFACE SURFAt`ERANMTJU 0" TO 7" OR MATCH EXIST. (TYPICAL) 10' LEADVALK WITH 4' SIDEVALK . TYPICAL LAYOUT TYPE I CITY OF FORT VORTFt TEXAS - CONSTRUCTION STANDARD OCTOBER, 1992 SCHOOL BLDG. 112 112 112 MATCH EXISTINGfrJ MATCH EXISTING V/1'12 GRADE ii W/1'12 GRADE GRASS 1112 112 VARIABLE CURB -TOP OF T CURB ELEVATION IS EQUAL TO 1/4"/l ABOVE ST. TIC (TYPICAL) TYPICAL SECTION TYPE I COLORED SURFACE CITY OF FORT VORTH. TEXAS - CONSTRUCTION STANDARD OCTOBER, 1992 m ® O m m m ® O E ® m E l c = = = 0 ® = ® © ® © = = © ® = = _ TYPICAL LAYOUT TYPE I CITY OF FORT VORTK TEXAS - CONSTRUCTION STANDARD OCTOBER 1992 SCHOOL BLDG. COLORED 1'12 1012 SURFACE COLORED SURFACE GRASS ui L GRASS 1110 TRANSITION i MATCH EXISTING URB 0TO 7j WIDTH TYPICAL LAYOUT TYPE I CITY OF FORT W13RTH, TEXAS - CONSTRUCTION STANDARD OCTOBER, 1992 Ea9 3 Q ® ® C3 D ® Ic ® ® ® tJ © c j ci J c E=7 CI SCHOOL BLDG. MATCH EXISTING GRADE COLORED CURB 1 1/2' R (TYP.) GRASS VARIABLE CURB - TOP OF 1.12 CURB ELEVATION IS EQUAL TO 1/4'/l ABOVE ST. TIC (TYPICAL) COLORED CURB GRASS TYPICAL LAYOUT TYPE I CITY OF FORT VORTH, TEXAS - CONSTRUCTION STANDARD OCTOBER. 1992 SCHOOL Bt nr,_ TYPICAL LAYOUT TYPE I CITY OF FORT NORTH, TEXAS - CONSTRUCTION STANDARD OCTOBER, 1992 M M M ® ® ® E ® Qom- © © 0 © 0 c c J ® c © D C� SCHOOL BLDG. COLORED. SURFACE COLORED SURFACE TYPICAL LAYOUT TYPE I CITY OF FORT VORTK TEXAS - CONSTRUCTION STANDARD OCTOBER, 1992 0 0 D a a 0 a a 0 0 0 a 0 a 0 a a 0 0 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 C111- 020111040489 CHICKASAW CONSTRUCTION CONTRACTOR Title Date STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, on this day personally appeared 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 for the purpose and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of .19 Notary Public in and for the State of Texas 0 0 0 ci ci £ 0 0 ci u ci a a 0 0 I 0 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. Fort Worth Agent By Address 0 0 0 PERFORMANCE BOND KO -6156940 THE STATE OF TEXAS S aCOUNTY OF TARRANT § KNOW ALL MEN BY THESE PRESENTS: That we (1) RONALD L. HAMBY DBA, CHICKASAW CONSTRUCTION , a (2) of TEXAS, hereinafter call Principal, and (3)INDEMNITY 9 INSURANCE COMPANY OF NORTH AMERICA 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 acalled Owner, in the penal sum of: ONE HUNDRED EIGHTY-ONE THOUSAND SEVENTY AND 50/1 00 ................................................ ($181,070.50) 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 1 of DECEMBER , 1998 a copy of awhich is hereto attached and made a part hereof, for the construction of: RECONSTRUCTION OF WILLIE STREET FROM VINCENNES AVE. TO DILLARD AVE. 9 Designated as Project No. (s) C111-020111040489 , 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". a 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 0 Ii I 0 Fl PROVIDED FURTHER, that if any legal action filed upon this bond, venue shall lie in Tarrant County, State of Texas. 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. N WITNESS WHEREO1F this instrument is executed in 7 counterparts each one of which shall be deemed an original, this the of , 1999. ATTEST: CHICKASAW CONSTRUCTION (Principal) Secretary (SEAL) 2 Witnes s to Principal A ss A ST: Tanya Mi urety) Secretary (SEAL) •-A (Address) P CIP (4) BY: Title: P.O. BOX 356. PARADISE, TX 76073 INDEMNITY INSURANCa COMPANY OF NORTH AMERICA Sur ty BY: - , artin A. Prisant( ttorn -m-fact) (5) 811 Lamar Ste 310, Fort Worth, Tx 76102 (Address) NOTE: Date of Bond must not be prior 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 Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney -in -Fact.. F3 0 0 C C 0 I it PAYMENT BOND KO -6156940 THE STATE OF TEXAS COUNTY OF TARRANT KNOW ALL MEN BY THESE PRESENTS: That we (1). RONALD L. HAMBY DBA, CHICKASAW CONSTRUCTION, a (2) of Texas, hereinafter call Principal, and (3) INDEMNITY INSURANCE COMPANY OF NORTH AMERICA 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 EIGHTY-ONE THOUSAND SEVENTY AND 50/100................................................ ($181,0070.50) 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 OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the I day of DECEMBER A.D., 19, a copy of which is hereto attached and made a part thereof, for the construction of:: RECONSTRUCTION OF -WILLIE STREET FROM VINCENNES AVE. TO DILLARD AVE Designated as Project No. (s) C111-020111040489 , 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". U NOW THEREFORE, the condition of this obligation is such that, if the Principal shall promptly make 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. II FI0 U I I C 0 I (SEAL) 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 day of A.D., 1999. DEC 0 1 1998 CHICKA TRUCTION. ATTEST: CIPAL (4) BY: ` (Principal) Secretary Title: __jT��72 e -L P.O. BOX 356. PARADISE, TX 76073 (SEAL) (Address) INDEMNITY INSURA CE CO PANY TH AMERICA as to Principal BYOuarety -MaPrisant (A ey-in-fact) (5) — Address 811 Lamar Ste., 310 FortWorth, Tx. 76102 (Address) NOTE: Date of Bond must not be prior 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 Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney -in -Fact.. Witness s to Surety 811 Lamar Ste. 310, Fort Worth, Tx. 76109 Sower of INDEMNITY INSURANCE COMPANY OF NORTH AMERICA 795715 4ttorney Ko-„ (ct5lo�lUi CIGNA Know all men by these presents: That INDEMNITY INSURANCE COMPANY OF NORTH AMERICA , a corporation of the Commonwealth of Pennsylvania, having its principal office in the City of Philadelphia, Pennsylvania, pursuant to the following Resolution, adopted by the Board of Directors of the said Company on December 5, 1983, to wit: -RESOLVED, That pursuant to Articles 3.18 and 5.1 of the By -Laws, the following Rules shall govern the execution for the Company of bonds, undertakings, recognizances, contracts and other writings in the nature thereof: (1) That the President, any Senior Vice President, any Vice President, and Assistant Vice President, or any Attorney -in -Fact, may execute for and on behalf of the Company any and all bonds, undertakings, recognizances, contracts and other writings in the nature thereof, the same to be attested when necessary by the Corporate Secretary, or any Assistant Corporate Secretary, and the seal of the Company affixed thereto; and that the President, any Senior Vice President, any Vice President or any Assistant Vice President may appoint and authorize any other Officer (elected or appointed) of the Company, ant Attorneys -In -Fact to so execute or attest to the execution of all such writings on behalf of the Company and to affix the seal of the Company thereto. (2) Any such writing executed in accordance with these Rules shall be as binding upon the Company in any case as though signed by the President and attested to by the Corporate Secretary. (3) The signature of the President, ore Senior Vice President, or a Vice President, or an Assistant Vice President and the seal of the Company may be affixed by facsimile on any power of attorney granted pursuant to this Resolution, and the signature of a certifying Officer 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. (4) Such other Officers of the Company, and Attorneys -In -Fact shall have authority to certify or verify copies of this Resolution, the By -Laws of the Company, and any affidavit or record of the Company necessary to the discharge of their duties. (5) The passage of this Resolution does not revoke any earlier authority granted by Resolutions of the Board of Directors adopted on June 9, 1953, May 28, 1975, and March 23, 1977.' does hereby nominate, constitute and appoint MARTIN A. PRISANT of the City of Miami, State of Florida , each individually if there be more than one named, its true and lawful attorney -in -fact, to make, execute, seal and deliver on its behalf, and as its act and deed any and all bonds, undertakings, recognizances, contracts and other writings in the nature thereof in penalties not exceeding Five Hundred Thousand Dollars ($500,000) and the execution of such writings in pursuance of these presents shall be as binding upon said Company, as fully and amply as if they had been duly executed and ackowledged by the regularly elected officers of the Company at its principal office. O IN WITNESS WHEREOF, the said William Jungreis , Vice -President, has hereunto subscribed his name and affixed the corporate seal of the said N INDEMNITY INSURANCE COMPANY OF NORTH AMERICA this 19th day of August 1998. INDEMNITY INSURANCE COMPANY OF NORTH AMERICA � V 7 rT,s� J iy+ �O I "`* :„„„,�•"' William Jungreis , Vice President COMMONWEALTH OF PENNSYLVANIA 1 O COUNTY OF PHILADELPHIA ss. 0 On This 19th day of August , A.D. 1998 ,before me, a Notary Public of the Commonwealth of Pennsylvania in and for the County of Philadelphia e0 > came William Jungreis , Vice -President of the INDEMNITY INSURANCE COMPANY OF NORTH AMERICA to me personally known to be the individual and officer who executed the preceding instrument, and he acknowledged that he executed the same, and that the seal affixed to the preceding a) C instrument is the corporate seal of said Company; that the said corporate seal and his signature were duly affixed by the authority and direction of the said corporation, and that Resolution, adopted by the Board of Directors of said Company, referred to in the preceding instrument, is now in force. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal at the City of Philadelphia the day and year first above p written. NOTARIALSEAL vn(V'l�iWt.aC/ OF e DEBRA M. MARANO, Notary Public 1 `y1ir City of Philadelphia. Phila. County , . C My Commission Expires Dec 20,1999 0 •� jr`r; Notary Public C U > 4) I, the undersigned Secretary of INDEMNITY INSURANCE COMPANY OF NORTH AMERICA, do hereby certify that the original POWER O L OF ATTORNEY, of which the foregoing is a substantially true and correct copy, is in full force and effect. Z U In witness whereof, I have hereunto subscribed my name as Secretary, and affixed the corporate seal of the Corporation, this day of </ • f� I } - Debra H. Paziora, Secre THIS POWER OF ATTORNEY MAY NOT BE USED TO EXECUTE ANY BOND WITH AN INCEPTION DATE AFTER August 19, 2000. NOT VALID UNLESS PRINTED ON TEAL BACKGROUND BS -3 2S449d 0 0 CITY OF FORT WORTH, TEXAS CONTRACT ElTHE STATE OF TEXAS KNOW ALL MEN BY THESE PRESENTS: COUNTY OF TARRANT Q This agreement made and entered into this the 1 day of December A.D. 1998 , 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 D duly passed at a regular meeting of the City council of said City and the City of Fort Worth being hereinafter termed Owner, CHICKASAW CONSTRUCTION, HEREINAFTER CALLED CONTRACTOR. aWITNESSETH: That said parties have agreed as follows: El El 0 GI a 0 0 a I 0 That for and in consideration of the payments and agreements, hereinafter mentioned to be made and performed by the Owner, and under the conditions expressed in the bond bearing even date herewith, the said contractor hereby agrees with the said owner to commence and complete the construction of certain improvements described as follows: RECONSTRUCTION OF WILLIE ST. FROM VINCENNES AVE. TO DILLARD AVE. 2. That the work herein contemplated shall consist of furnishing as an independent contractor all labor, tools, appliances and materials necessary for the construction and completion of said project in accordance with the Plans and Specifications and Contract Documents prepared by the Transportation and Public Works 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. 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. C-1 U a 0 4. D 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. If the Contractor should fail to complete the work as set forth in the Plans and r] Specifications and Contract Documents within the time so stipulated, plus any additional time i.� allowed as provided in the General Conditions, there shall be deducted from any monies due or which may thereafter become due him, the sum of $210.00 per working day, not as a penalty but flas liquidated damages, the Contractor and his Surety shall be liable to the Owner for such deficiency. LI5. a 0 0 0 0 0 0 a 0 0 a 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. ..1 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 0 0 0 Ii 0 0 ii 0 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) 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 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. C-3 a 0 0 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 a 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 a 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. p 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 the Owner and receipt of invoice from the Contractor. The agreed upon total contract amount (including/excluding) alternates n/a, shall be ONE HUNDRED EIGHTY-ONE THOUSAND SEVENTY AND 50/100.........($181070.50) 9. It is further agreed that the performance of this Contract, either in whole or in part, shall not be sublet or assigned to anyone else by said Contractor without the written consent of the aDirector of the Department of Engineering. I 0 0 0 0 0 0 10. The Contractor agrees to pay at least the minimum wage per hour for all labor as the same 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. C-4 a C r 11. D 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 0 El 0 I 0 0 III I 0 I U 0 0 C 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. C-5 U 0 0 0 0 0 0 a 0 a 0 0 0 [1 n 0 0 0 Done in Fort Worth, Texas this the 1 day of December, A.D., 1998. RECOMMENDED: DIRECTOR, DEPARTMENT OF ENGINEERING CW CHICKASAW CONSTRUCTION CONTRACTOR BY: TITLE PO BOX 356 PARADISE, TX 76073 ADDRESS November 1960 Revised May 1986 Revised September 1992 Revised January 1993 CITY OF FORT WORTH -- AS ST. CITY MANAG R CW APPROVED: TRANSPORTATION/PUBLIC WORKS DIRECTOR ATTEST: &a CIT SECRETARY (SEAL) APPROVED AS TO FORM AND LEGALITY: ASS Y ATTORNEY CW Contract Authorization Date C-6 a City of Fort Worth, Texas "agor and Council Communication DATE REFERENCE NUMBER LOG NAME PAGE 12/1/98 **C-17165 30W I LLI E 1 of 2 SUBJECT AWARD OF CONTRACT TO CHICKASAW CONSTRUCTION FOR RECONSTRUCTION OF WILLIE STREET FROM VINCENNES AVENUE TO DILLARD AVENUE RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with Chickasaw Construction in the amount of $181,070.50 and 45 working days for the reconstruction of Willie Street from Vincennes Avenue to Dillard Avenue. DISCUSSION: The 1993 Capital Improvement Program included funds for the improvement of Willie Street from Vincennes Avenue to Dillard Avenue. The street improvements will include the construction of standard concrete pavement, driveway approaches, and sidewalks where shown on the plans. This project was advertised on September 3 and 10, 1998. The following bids were received on October 1, 1998: BIDDERS AMOUNT TIME OF COMPLETION Chickasaw Construction $181,070.50 45 Working Days McClendon Construction Company, Inc. $189,732.50 Ed A. Wilson, Inc. $205,380.50 Walt Williams Construction, Inc. $209,363.00 Larry H. Jackson Construction, Inc. $250,878.75 The contingency for possible change orders is $9,054.00. Chickasaw Construction is in compliance with the City's M/WBE Ordinance by obtaining 24% M/WBE participation. The City's goal on this project is 24%. This project is located in COUNCIL DISTRICT 5. City of Fort Worth, Texas "ingor and Council £ommunication DATE REFERENCE NUMBER LOG NAME PAGE 12/1/98 **C-17165 30WILLIE 2 of 2 SUBJECT AWARD OF CONTRACT TO CHICKASAW CONSTRUCTION FOR RECONSTRUCTION OF WILLIE'STREET FROM VINCENNES AVENUE TO DILLARD AVENUE FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are available in the current capital budget, as appropriated, of the Street Improvements Fund. MG:j 4 Submitted for City Manager's FUND I ACCOUNT I CENTER IAMOUNT Office by: (to) Mike Groomer 6140 Originating Department Head: A. Douglas Rademaker 6157 (from) C111 541200 020111040489 $181,070.50 Additional Information Contact: A. Douglas Rademaker 6157 CITY SECRETARY APPROVED CITY COUNCIL DEC 1 199� A4J City Secretary of the City of Fort Worth. Texas