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Contract 39884
TNIN COPY FOR: SPECIFICATIONS No AND I" CONTRACT DOCUMENTS FOR wo CONCRETE RESTORATION (2009-14) AT VARIOUS LOCATIONS CONTRACTOR c ompt c7m eoNmlq CO. CRY SECRETARY MANAGER'S OFFICE ENGINED= ON TIPW . FILE COPY IN THE CITY OF FORT WORTH, TEXAS CITY SECRETARY CITY PROJECT NO.01403 CONTMgCT NO.�.HL4 TPW PROJECT NO. C293-541200-204330140383 2008 `F MIKE MONCRIEF DALE A. FISSELER, P.E. MAYOR CITY MANAGER WILLIAM A. VERKEST, P.E., DIRECTOR TRANSPORTATION AND PUBLIC WORKS DEPARTMENT ANDY ANDERSON, P.E., ASSISTANT DIRECTOR TRANSPORTATION AND PUBLIC WORKS DEPARTMENT PREPARED BY TRANSPORTATION AND PUBLIC WORKS DEPARTMENT md INFRASTRUCTURE GROUP OFso O� se• •ee ,1 ............... u +++o�•.e�+aoo. }� RECORD LOFFICIAL SECRETIARY v��o, Tx u go M&C Review Page 1 of 2 CITY COUNCIL AGENDA Official site of the City of Fort Worth, Texas FORT r- COUNCIL ACTION: Approved on 1/26/2010 REFERENCE ** 2000NCRETE DATE: 1/26/2010 NO.: C-24030 LOG NAME: RESTORATION 2009-14 CODE: C TYPE: CONSENT PUBLIC NO HEARING: SUBJECT: Authorize the Execution of a Contract in the Amount of $641,100.00 with Estrada Concre Company, LLC, for Titled Concrete Restoration 2009-14 at Twenty One Locations (COUNCIL DISTRICTS 2, 3, 4 and 6) RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract in the amount of $641,100.00 with Estrada Concrete Company, LLC, for 150 calendar days for Concrete Restoration 2009-14 at twenty-one locations. DISCUSSION: In the Fiscal Year 2008-2009 Contract Major Maintenance Program various types of street maintenance techniques are grouped into specific contract packages. Concrete Restoration 2009-14 at 21 locations provides for repair of concrete panels in concrete streets at various locations funded from the Contract Street Maintenance Fund. The City reserves the right to increase or decrease quantities of individual pay items within the contract provided that the total contract amount remains within plus or minus 25 percent of the contract award. This project was advertised for bid on August 27, 2009, and September 3, 2009, in the Fort Worth Star -Telegram. On September 24, 2009, the following bids were received: BIDDERS AMOUI Estrada Concrete Company, LLC $641,100, Conatser Construction TX, L.P. $641,500, Laughley Bridge and Construction, Inc. $707,150. Omega Contracting, Inc. $777,600. Jerusalem Corporation $777,650. Ken Do Contracting, L.P. $800,050. Westhill Construction, Inc. $800,150. Northstar Construction, Inc. $876,200. Jackson Construction. Ltd. $918,150. Ed A. Wilson, Inc. $1,126,400. Estrada Concrete Company, LLC, is in compliance with the City's M/WBE Ordinance by committing t 34 percent M/WBE participation. The City's goal on this project is 15 percent. This project is located in COUNCIL DISTRICTS 2, 3, 4 and 6. http_/fapps.cfwnet.org/council_packet/mc_review.ast)?ID--12634&councildate=I/2Fnntn 111611n>In M&C Review Page 2 of 2 FISCAL INFORMATION/CERTIFICATION: The Finance Management Services Director certifies that funds are available in the current capital budget, as appropriated, of the Contract Street Maintenance Fund. TO Fund/Account/Centers FROM Fund/Account/Centers C293 541200 203330140383 $641,100.00 Submitted for City Managees Office by: Fernando Costa (8476) Oriainatinq Department Head: William Verkest (8255) Additional Information Contact: Andy Anderson (8648) ATTACHMENTS MAP 2009-14 01.pdf MAP _2009-14 02.0f MAP 2009-14 03.Ddf MAP 2009-14 04.pdf MAP 2009-14 05.pdf ON M am bw sm y Lvtt—ihlr.ncrfwret_ornlcouncll vackeUmc,review. asp' 1D=12634&councildate=l/26/2010 1/26/2010 M w CITY OF FORT WORTH TRANSPORTATION AND PUBLIC WORKS DEPARTMENT ADDENDUM No. 1 FOR CONCRETE RESTORATION (2009-14) w AT VARIOUS LOCATIONS CITY PROJECT No. 01403 3 TPW PROJECT NO. C293-541200-204330140383 No The contract and documents for the subject project are hereby revised or amended to clarify the following: Pay Item No.7 Excavation - Remove on page P-2 of the proposal shall read C.Y and Not C.F. Therefore strikethrough the C-.F- and replace with C.Y. Please acknowledge receipt of this addendum by inserting signed copy of same into your proposal at time of bidding. Failure to return a signed copy of this addendum shall be grounds of rendering the bid non -responsive. Receipt AckKn ledges: / , Riad Nusrallah, P.E. Street Program Manager v w +a ra .w TABLE OF CONTENTS 1. Notice to Bidders 2. Special Instructions to Bidders 3. Minority and Women Business Enterprise Specifications 4. Proposal "" 5. Special Provisions 6. Item 360, Concrete Pavement (Modified Specification) 7. Prevailing Wage Rates 8. Vendor Compliance 9. Contractor Compliance with Worker's Compensation Law 10. Certificate of Insurance 11. Equipment Schedule 12. Experience Record i 13. Performance Bond 14. Payment Bond 15. Maintenance Bond 16. Contract 17. Notice of Construction Detail 18. Project Designation Sign Detail 19. Other Details 20. Street Locations r. SPECIFICATIONS AND CONTRACT DOCUMENTS FOR CONCRETE RESTORATION (2009-14) AT VARIOUS LOCATIONS IN THE CITY OF FORT WORTH, TEXAS CITY PROJECT NO. 01403 TPW PROJECT NO. C293-541200-204330140383 NA FARE , P.E. DATE INF STRUCTURE MANAGER TRANSPORTATION AND PUBLIC WORKS DEPARTMENT `DAVID TOWNSEND,'P.E. DATE ENGINEERING MANAGER WATER DEPARTMENT Sealed Proposals for the following: CONCRETE RESTORATION (2009-14) AT VARIOUS LOCATIONS CITY PROJECT No. 01403 TPW PROJECT NO. C293-541200-204330140383 Submit package to City of Fort Worth, Purchasing Division, in the lower level of the Municipal Building, 1000 Throckmorton, Fort Worth, Texas 76102 until 1:30 P.M., Thursday, September 24, 2009, and then publicly read aloud at 2:00 p.m., in the Council Chambers. Specifications and Contract Documents for this project may be purchased for twenty dollars ($20) per set at the office of the Transportation and Public Works Department, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas 76102. These documents contain additional information for prospective bidders. A pre -bid conference will be held at 9:00 A.M. Wednesday September 9, 2009, in the Transportation and Public Works Conference Room, 2nd Floor, Municipal Building, Room 289. The major work on the above -referenced project shall consist of the following: Paving Improvements: 13,000 S.Y. Reinforced Concrete Pavement 7,000 L.F. 7" Concrete Curb Replacement s Included in the above will be all other miscellaneous items of construction as outlined in the Plans and Specifications. For additional information, please contact Riad Nusrallah, Street Program Manager at (817) 392-2729. DALE A. FISSELER, P.E. CITY MANAGER Advertising Dates: August 27, 2009 September 3, 2009 w WILLIAM A. VERKEST, P.E., DIRECTOR TRANSPORTATION AND PUBLIC WORKS DEPARTMENT By: ,,rr�� eJJ RiWJNusrallah, P.E. Street Program Manager ,. .. SPECIAL INSTRUCTIONS TO BIDDERS 1. BID SECURITY: Cashier's check or an acceptable bidder's bond payable to the City of Fort Worth, in an amount of not less than 5 percent of the largest possible total of the bid submitted must accompany the bid, and is subject to forfeit in the event the successful bidder fails to execute the contract documents within ten days after the contract has been awarded. To be an acceptable surety on the bid bond, the surety must be authorized to do business MW in the state of Texas. In addition, the surety must (1) hold a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law; or (2) have obtained reinsurance for any liability in excess VM of $100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law. Satisfactory proof of any such reinsurance shall be provided to the City upon request. The City, in its sole discretion, will determine the adequacy of the proof required herein. imp 2. PROPOSAL: After proposals have been opened and read aloud, the proposals will be tabulated on the basis of the quoted prices, the quantities shown in the proposal, and the application of such formulas or other methods of bringing items to a common basis as may be established in the Contract Documents. The total obtained by taking the sum of the products of unit prices quoted and the .. estimated quantities plus any lump sum items and such other quoted amounts as may enter into the cost of the completed project will be considered as the amount of the bid. Until the award of the contract is made by the Owner, the right will be reserved to reject any or all proposals and waive technicalities, to re -advertise for new proposals, or to _ proceed with the work in any manner as maybe considered for the best interest of the Owner. "N, The quantities of work and materials to be furnished as may be listed in the proposal forms or other parts of the Contract Documents will be considered as approximate only and will be used for the purpose of comparing bids on a uniform basis. Payment will be made to the Contractor for only the actual quantities of work performed or materials furnished in strict accordance with the Contract Documents and Plans. The quantities of work to be performed and materials to be furnished may be increased or decreased as hereinafter provided, without in any way invalidating the unit prices bid or any other requirements of the Contract Documents. ., 3. ADDENDA: Bidders are responsible for obtaining all addenda to the Contract Documents prior to the bid receipt. Information regarding the status of addenda may be obtained by contacting the Transportation and Public Works Department at (817) 392- ., 2729. Bids that do not acknowledge all applicable addenda will be rejected as non- responsive. r SPECIAL INSTRUCTIONS TO BIDDERS r _I_ .r 4. AWARD OF CONTRACT: The contract, if awarded, will be awarded to the lowest .. responsive bidder. The City reserves the right to reject any or all bids and waive any or all irregularities. No bid may be withdrawn until the expiration of forty-nine (49) City business days from the date that the M/WBE UTILIZATION FORM, PRIME I. CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") is received by the City. we 5. PAYMENT, PERFORMANCE AND MAINTENANCE BONDS: The successful bidder entering into a contract for the work will be required to give the City surety in a sum equal to the amount of the contract awarded. The successful bidder shall be required to furnish bonding as applicable in a sum equal to the amount of the contract awarded. The form of the bond shall be as herein provided and the surety shall be acceptable to the City. All bonds furnished hereunder shall meet the requirements of Chapter 2253 of the Texas Government Code, as amended. A. If the total contract price is $25,000 or less, payment to the contractor shall be .. made in one lump sum. Payment shall not be made for a period of 45 calendar days from the date the work has been completed and accepted by the City. .. B. If the contract amount is in excess of $25,000, a Payment Bond shall be executed, in the amount of the contract, solely for the protection of all claimants supplying labor and material in the prosecution of the work. C. If the contract amount is in excess of $100,000, a Performance Bond shall be _ executed, in the amount of the contract conditioned on the faithful performance of the work in accordance with the plans, specifications, and contract documents. Said bond shall solely be for the protection of the City of Fort Worth. D. A Two-year Maintenance Bond is required for all projects to insure the prompt, full and faithful performance of the general guarantee as set forth in Paragraph 7 .. of the Special Provisions. To be an acceptable surety on the performance, payment and maintenance bonds, the surety must be authorized to do business in the state of Texas and meet all requirements of Texas Insurance Code, section 7.19-1. In addition, the surety must (1) hold a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law; or (2) have obtained reinsurance for any liability in excess of $100.000 from a reinsurer that is authorized and admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law. Satisfactory proof of any such reinsurance shall be provided to the City upon request. The City, in its sole discretion, will determine the ., adequacy of the proof required herein. No sureties will be accepted by the City that are at the time in default or delinquent on .., any bonds or which are interested in any litigation against the City. Should any surety on the contract be determined unsatisfactory at any time by the City, notice will be given to um SPECIAL. INSTRUCTIONS To BIDDERS ar -2- the contractor to that effect and the contractor shall immediately provide a new surety satisfactory to the City LIOUIDATED DAMAGES: The Contractor's attention is called to Part 1 - General Provisions, Item 8, Paragraph 8.6, Standard Specifications for Street and Storm Drain Construction of the City of Fort Worth, Texas, concerning liquidated damages for late completion of projects. 7. EMPLOYMENT AND NON-DISCRIMINATION: The Contractor shall not discriminate against any person(s) because of sex, race, religion, color or national origin and shall comply with the provisions of sections 13A-21 through 13A-29 of the Code of the City of Fort Worth (1986), as amended, prohibiting discrimination in employment practices. 8 WAGE RATES: Section 8.8 of the Standard Specifications for Street and Storm Drain Construction is deleted and replaced with the following: Compliance with and Enforcement of Prevailing Wage Laws A. Duty to pay Prevailing Wage Rates. The contractor shall comply with all requirements of Chapter 2258, Texas Government Code (Chapter 2258), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these contract documents. B. Penalty for Violation. A contractor or any subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a contractor or subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the contractor or subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the contractor or subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and SPECIAL INSTRUCTIONS W BIDDERS -3- %0 wages due under the prevailing wage rates, such amounts being subtracted from TMW successive progress payments pending a final determination of the violation. D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the contractor or subcontractor and any affected worker do not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to paragraph (c) above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11 th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. Um The contractor and each subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the .m name and occupation of each worker employed by the contractor in the construction of the work provided for in this contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for .m inspection by the City. The provisions of the Audit section of these contract documents shall pertain to this inspection. .. F. Pay Estimates. With each partial payment estimate or payroll period, whichever is less, the .m contractor shall submit an affidavit stating that the contractor has complied with the requirements of Chapter 2258, Texas Government Code. sm G. Posting of Wage Rates. The contractor shall post the prevailing wage rates in a conspicuous place at the UW site of the project at all times. UW MW H. Subcontractor Compliance. The contractor shall include in its subcontracts and/or shall otherwise require all of its subcontractors to comply with paragraphs (a) through (g) above. 1. (Wage rates are attached following the end this section.) 9. FINANCIAL STATEMENT: A current certified financial statement may be required by the Director of Transportation and Public Works Department for use by the CITY OF FORT WORTH in determining the successful bidder. This statement, if required, is to be UW SPECIAL INSTRUCTIONS TO BIDDERS -4- wr prepared by an independent Public Accountant holding a valid permit issued by an .. appropriate State Licensing Agency. 10. INSURANCE: Within ten days of receipt of notice of award of contract, the Contractor must provide, along with executed contract documents and appropriate bonds, proof of insurance for Workers Compensation (statutory); Comprehensive General Liability ($1,000,000 per occurrence, $2,000,000 aggregate); and Automobile Insurance ($1,000,000 each accident on a combined single basis or $250,000 property damage/$500,000 bodily injury per person per occurrence. A commercial business policy shall provide coverage on "any auto", defined as autos owned, hired, and non - owned). Additional lines of coverage may be requested. If such a request is made after bid opening, Contractor shall be entitled to additional compensation equal to 110% of the additional premium cost. For worker's compensation insurance requirements, see Special Instructions to Bidders - Item 16. ADDITIONAL INSURANCE REQUIREMENTS: i A. The City, its officers, employees and servants shall be endorsed as an additional MW insured on Contractor's insurance policies excepting employer's liability insurance coverage under Contractor's workers' compensation insurance policy. Im B. Certificates of insurance shall be delivered to the City of Fort Worth, contract administrator in the respective department as specified in the bid documents, 1000 Throckmorton Street, Fort Worth, TX 76102, prior to commencement of work on .0 the contracted project. C. Any failure on part of the City to request required insurance documentation shall MW not constitute a waiver of the insurance requirements specified herein. D. Each insurance policy shall be endorsed to provide the City a minimum thirty days notice of cancellation, non -renewal, and/or material change in policy terms or coverage. A ten days notice shall be acceptable in the event of non-payment of premium. E. Insurers must be authorized to do business in the State of Texas and have a current A.M. Best rating of A: VII or equivalent measure of financial strength and MW solvency. F. Deductible limits, or self -funded retention limits, on each policy must not exceed �, $10,000.00 per occurrence unless otherwise approved by the City. G. Other than worker's compensation insurance, in lieu of traditional insurance, City VW may consider alternative coverage or risk treatment measures through insurance pools or risk retention groups. The City must approve in writing any alternative coverage. .. H. Workers' compensation insurance policy(s) covering employees employed on the project shall be endorsed with a waiver of subrogation providing rights of um SPECIAL, INSTRUCTIONS TO BIDDERS um-5- recovery in favor of the City. City shall not be responsible for the direct payment of insurance premium costs for contractor's insurance. J. Contractor's insurance policies shall each be endorsed to provide that such insurance is primary protection and any self -funded or commercial coverage maintained by City shall not be called upon to contribute to loss recovery. K. In the course of the project, Contractor shall report, in a timely manner, to City's officially designated contract administrator any known loss occurrence which could give rise to a liability claim or lawsuit or which could result in a property loss. L. Contractor's liability shall not be limited to the specified amounts of insurance required herein. M. Upon the request of City, Contractor shall provide complete copies of all insurance policies required by these contract documents. l 1. NON-RESIDENT BIDDERS: Pursuant to Texas Government Code, art. 2252.002, the City of Fort Worth will not award this contract to a non-resident bidder unless the non- resident's bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a non-resident bidder to obtain a comparable contract in the state in which the non- resident's principal place of business is located. "Non-resident bidder" means a bidder whose principal place of business is not in this state, but excludes a contractor whose ultimate parent company of majority owner has its principal place of business in this state. "Texas resident bidder" means a bidder whose principal place of business is in this state, and includes a contractor whose ultimate parent company or majority owner .. has its principal place of business in this state. b This provision does not apply if the project is funded in whole or in part with federal .. funds. The appropriate blanks of the Proposal must be filled out by all non-resident bidders in order for its bid to meet specifications. The failure of a non-resident contractor to do so will automatically disqualify that bidder. ��• 12. MINORITY/WOMF,N BUSINESS ENTERPRISE:: In accordance with City of Fort Worth Ordinance No. 11923, as amended by Ordinance No. 13471, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. You may obtain a copy of the Ordinance from the Office of the City Secretary. SPECIAL INSTRUCTIONSTO BIDDERS _ -6- The M/WBE Utilization Form, Prime Contractor Waiver Form and the Good Faith Effort Form, as applicable, must be submitted no later than 5:00 p. m. five (5) City business days after the bid opening date, exclusive of the bid opening date. The bidder shall submit the documentation at the reception area of the Transportation and Public Works Department ("Managing Department"), 2nd floor, City Hall, and shall obtain a receipt. Failure to comply shall render your bid non -responsive. Upon contract execution between the City of Fort Worth and the successful bidder, now known as Contractor, a pre -construction meeting will be scheduled at which time the Contractor is required to submit either Letters of Intent or executed agreements with the M/WBE firm(s) to be utilized on this project. Such Letters of Intent or executed agreements shall include the following information: 1. Name of Contract 2. Name of M/WBE firm utilized 3. Scope of Work to be performed by the M/WBE firm 4.. Monetary amount of work to be performed by the M/WBE firm 5. Signatures of all parties A notice to proceed will not be issued until the signed letter(s) or executed agreement(s) have been received. Throughout the duration of this project, the Contractor comply with the M/WBE Ordinance by complying with the following procedures: • A M/WBE Participation Report Form must be submitted monthly until the contract is completed. The first report will be due 30 days after commencement of work. The monthly report MUST have an original signature to ensure accountability for audit purposes. MW • Reports are to be submitted monthly to the M/WBE Office, regardless of whether or not the M/WBE firm has been utilized. If there was no activity by an M/WBE in a particular month, place a "0" or "no participation" in the spaces provided, and provide MW a brief explanation. 1 • The Contractor shall provide the M/WBE Office proof of payment to the M/WBE subcontractors and suppliers only. The M/WBE Office will accept the following as r proof of payment: %W 1. Copies of submitted invoices with front and back copies of canceled check(s), OR 2. A notarized letter explaining, in detail: a Subcontractor/supplier Scope of Work b. Date when services were received from subcontractor/supplier c. Amounts paid to the subcontractor/supplier d. Original signatures from both parties must be included on this letter. SPECIAL INSTRUCTIONS TO BIDDERS a. -7- w Im If the Contractor foresees a problem with submitting participation reports and/or proof of payment on a monthly basis, the M/WBE Office should be notified. If the Contractor wishes to change or delete an M/WBE subcontractor or supplier, adhere to the following: 1. Immediately submit a Request for Annroval of Chanee Form to the M/WBE Office explaining the request for the change or deletion. 2. If the change affects the committed M/WBE participation goal, state clearly how and why in documentation. a. All requests for changes must be reviewed and pre -approved by the M/WBE Office. b. If the Contractor makes change(s) prior to approval, the change will not be considered when performing a post compliance review on this project. • Upon the Contractor's successful completion of this project, and within ten days after receipt of final payment from the City of Fort Worth, The Contractor will provide the M/WBE Office with a Final Participation Report Form to reflect the total participation from ALL subcontractors/suppliers utilized on the project. • All forms are available at the M/WBE Office, 3rd floor - City Hall. For additional information regarding compliance to the M/WBE Ordinance, call (817) 871-6104. Upon request, Contractor agrees to provide to Owner Complete and accurate information regarding actual work performed by a Minority/Women Business Enterprise (M/WBE) on the contract and payment therefore. Contractor further agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an M/WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal, state or local laws or ordinances relating to false statements; further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result on the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three years. 3. AMBIGUITY: In case of ambiguity or lack of clearness in stating process in the proposal, the City reserves the right to adopt the most advantageous construction thereof or to reject the proposal. 14. PROGRESS PAYMENTS, FINAL PAYMENT, PROJECT ACCEPTANCE AND .. WARRANTY: a. The contractor will receive full payment (less 5% retainage) from the city for each pay ow period. SPECIAL INSTRUCTIONS TO BIDDERS .r 8 "0 00 b. Payment of the retainage will be included with the final payment after acceptance of the project as being complete. c. The project shall be deemed complete and accepted by the City as of the date the final punch list has been completed, as evidenced by a written statement signed by the contractor and the City. d. The warranty period shall begin as of the date that the final punch list has been completed. e. Bills Paid Affidavit and Consent of Surety shall be required prior to final payment becoming due and payable. f. In the event that the Bills Paid Affidavit and Consent of Surety have been delivered to the city and there is a dispute regarding (i) final quantities, or (ii) liquidated damages, city shall make a progress payment in the amount that city deems due and payable. g. In the event of a dispute regarding either final quantities or liquidated damages, the parties shall attempt to resolve the differences within 30 calendar days. 15. AIR POLLUTION WATCH DAYS: The Contractor shall be required to observe the following guidelines relating to working on City construction sites on days designated as "AIR POLLUTION WATCH DAYS". Typically, the OZONE SEASON, within the Metroplex area, runs from May 1, through October 31, with 6:00 a.m. - 10:00 a.m. being critical because emissions from this time period have enough time to bake in the hot atmosphere that Ieads to early afternoon ozone formation. ["m 16. i The Texas Commission on Environmental Quality (TCEQ), in coordination with the National Weather Service, will issue the AIR POLLUTION WATCH by 3:00 p.m. on the afternoon prior to the WATCH day. On designated AIR POLLUTION WATCH DAYS, the Contractor shall bear the responsibility of being aware that such days have been designated AIR POLLUTION WATCH DAYS and as such shall not begin work until 10:00 a.m. whenever construction phasing requires the use of motorized equipment for periods in excess of 1 hour. However, the. Contractor may begin work prior to 10:00 a.m. if use of motorized equipment is less than 1-how, or if equipment is new and certified by EPA as "Low Emitting", or equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or alternative fuels such as CNG. If the Contractor is unable to perform continuous work for a period of at least seven hours between the hours of 7:00 a.m. - 6:00 p.m., on a designated AIR POLLUTION WATCH DAY, that day will be considered as a weather day and added onto the allowable weather days of a given month. WORKERS COMPENSATION INSURANCE COVERAGE: Contractors compliance with Workers Compensation shall be as follows: SPECIAL INSTRUCTIONS'f0 BIDDERS _q. A. Definitions: Certificate of coverage ("certificate") - A copy of a certificate of insurance, a certificate of authority to self -insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity employees providing services on a project, for the duration of the project. Duration of the project - includes the time from the beginning of the work on the project until the contractor's/person's work on the project has been completed and .. accepted by the governmental entity. UN r Persons providing services on the project ("subcontractor" in. 406.096) - includes all persons or entities performing all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner -operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. B. The contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of the contractor providing services on the project, for the duration of the project. C. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. D. If the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project, the contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. E. The contractor shall obtain from each person providing services on a project, and provide to the City: (1) a certificate of coverage, prior to that person beginning work on the project, so the City will have on file certificates of coverage showing coverage for all persons providing services on the project; and (2) no later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. SPECIAL INSTRUCTIONS TO BIDDERS - 10- E. 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 days after the contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project. H. The contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Workers' Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. I. The contractor shall contractually require each person with whom it contracts to provide services on a project, to: (1) provide coverage, based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; (2) provide to the contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (3) provide the contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (4) obtain from each other person or entity with whom it contracts, and provide to the contractor: (a) a certificate of coverage, prior to the other person or entity beginning work on the project; and (b) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter. (6) notify the governmental entity in writing by certified mail or personal delivery, within ten days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and SPECIAL INSTRUCTIONS TO BIDDERS -II- am (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, the contractor is representing to the governmental entity that all employees of the contractor who will provide services on the project will be covered by workers' compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self - insured, with the commission's Division of Self -Insurance Regulation. Providing false of misleading information may subject the contractor to administrative penalties, criminal penalties, civil penalties or other civil actions. K. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor which entitles the City to declare the contract void if the contractor does not remedy the breach within ten days after receipt of notice of breach from the City. "The contractor shall post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how �., a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Workers' Compensation Act or other Texas Workers' Compensation commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following 1W text, without any additional words or changes: REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. .. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee." A "Call the Texas Workers' Compensation Commission at (512) 440-3789 to receive information on the legal requirement for coverage, to verify whether your employer *� has provided the required coverage, or to report an employer's failure to provide coverage." •► 17. AGE DISCRIMINATION: In accordance with the policy ("Policy") of the Executive Branch of the federal government, contractor covenants that neither it nor any officers, members, agents or employees who engage in the performance of this contract shall, in �. connection with such employment, advancement or discharge of employees or in connection with the terms, conditions or privileges of their employment, discriminate 1i rr SPECIAL INSTRUCTIONS TO BIDDERS - 12- against any person because of their age except on the basis of a bona fide occupational qualification, retirement plan or statutory requirement. Contractor further covenants that neither it nor its officers, members, agents or employees acting on their behalf, shall specify in solicitations or advertisements for employees to work on those contract a maximum age limit for such employment unless the specified .. maximum age limit is based upon a bona fide occupational qualification, retirement plan or statutory requirement. low 18. Contractor warrants that it will fully comply with the Policy and will defend, indemnify and hold City harmless against any and all claims or allegations filed by third parties against City arising out of Contractor's alleged failure to comply with the Policy in the performance of this contract. 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 or conditions of employment for applicants for employment with, or current employees of, Contractor. Contractor warrants that it will fully comply with the ADA's provisions and any other applicable federal, state, or local laws concerning disability and will defend, indemnify and hold City harmless against any and all claims or allegations filed by third parties against City arising out of Contractor's alleged failure to comply with the ADA in the performance of this contract. END OF SECTION SPECIAL INSTRUCTIONS W BIDDERS -13- SEP, 28, 2009 6:04PM CITY OF FORT WORTH • NO, 578 P. 2 Fopur WORTH City of Fort Werth Minority and Women Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS, APPLICATION OF POLICY 79-39-0 9P12: 32 RC If the total dollar value of the contract is $25,000 or more. the NUWBE goal is,applicable: It the total dollar value of the contract is less than $25,000, the MIWBE, goal is not applicabie_ POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority and Women Business Enterprises (MIWBE) in the procurement of all goods and services to the City on a contractual basis. A I requirements and regulations stated In the Citys current Mnority and Women Business Enterprise Ordinance apply to this bid. MIWBE PROJECT GOALS The City's MNVSE goal on this project is —L5—"°/. of the total bid (Base bid applies to Parks and Community Services). COMPLIANCE TO BID SPECIFICATIONS On City contracts of $25,000 or more, bidders are required to comply with the intent of the City's MlWSE Ordinance by either of the following: 1. Meet or exceed the above stated MNVBE goal, or 2. Good Faith Effort documentation, or; 3. Waiver documentation, or; 4. Joint Venture, SUBMITTAL* OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Departrnen within the following times allocated, in order for the entire bid to be considered responsive to the s ec cations. p 11. Subcontractor Utilization Form, if goal is received by 5:00 p.m., five (5) City business days after the bid - met or exceeded: opening date, exclusive of the bid opening date. 2. Good Faith. Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form, if participation is less than opening date, exclusive of the bid opening date. �. stated goal: 3. Good Faith Effort and Subcontractor received by 5:00 p-m., five (5) City business days after the bid Utilixation Form, if no MNVBE participation- I opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form, if you will received by 5:00 p.m., five (5) City business days after the bid perform all subcontractnglsupplier work- r I opening date, exclusive of the bid opening date. S. Joint Venture Form, if utilize a joint venture I received by 5:00 p.m., five (5) City business days after the bid to met or exceed goal- opening date, exclusive of the bid opening date, FAILURE 70 COMPLY WITH THE CITY'S MNYSE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED , NON -RESPONSIVE TO 3PECIPICATIONS Any questions, please contact the M/WSE Office at (817) 392-6104. Rev. 11/1105 SEP, 28. 2009 6:05PM CITY OF FORT WORTH NO, 578 P. 6 M M PM ATTACHMENT 18 F`a� Page, of, City of Fort Worth Prime Contractor Waiver Form PRUAE a=PMY NAME: heck applicable block to describe /L.4 �,)A (Un/ C /t�t'F� t..�J^^ pAr+ 1 ��•C, prime — — PROJECT NAME: -- - — - — — — /DBlDB , I NON-MJW DSE I✓il� tTt` dy�✓�f wcJ� •! — y 14 i J/,¢ Q . UJS rt?� BiD DATE - chy/s MIWBE Project Goal: PROJECT NUMBER PT % - — — If both both answers to this form are YES, do not complete ATTACHMENT IC(Oood Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. if the answer to either question is NO, then you must complete ATTACHMENT , C. This form is only applicable if D�% answers are yes. Failure to,comPike this.form in itsentinityatod:be reieived bythe,Iilam inq Dfparb"hton'or,before 5:00 pp.m:,five i5i Ci bi�sin� �/s after""bid bnefiihq;4xclusiye-of the bid;o.'peliirig'date, wilt result in .the bid bPing;considered •non-re;t *hio *0ecifi�tibns: „ Will you perform this entire contract without subcontractors? YES if yes, please provide a detailed explanation that proves based on the size and scope of this project, i NO this is your normal business practice and provide an erational profile of your business. Will you perform this entire contract without suppliers?� YES if yes, please provide a detailed explanation that proves based on the size and scope of this project, - this is your normal business practice and provide an inventory profile of your business. ! NO The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including M/WBE(s) on this contract, the payment therefore and any proposed changes to the original M/WBE(s) arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and flies held by their company that will substantiate the actual work performed by the M/WBEs an this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of contract may result in a determination of an irresponsible offeror and band from participating in City work for a period of tim less than a (,) Veat. (n--tvt A Authorized Signature Printed Signature Contact Name (if diltarent) �ZWCAA-X� LL, any N.me 23 C-7 At-? a cgs a ,Sta 4169^ 87763s Z"Y-372 - S(.7-3 Phone Number Fax Number V E A AOOMsat lr c�✓1 - c .S U a � S, 6, Q, 4,1 . n" C. Date Rev. 5130/03 no SEP. 28. 2009 6; 06PM CITY OF FORT WORTH NO.578 P. 7 ATTACHMENT I Page 1 of 3 FORT WORTL4 City of Fort Worth Good Faith Effort Form PR) COAAPAPIY NAaA — — —(16 1 — — — ( Crheok applicable block to describe L/ I me �_ 1 A (/c T € _ "'�A-r� `i l..G. - J f rev NON-MNVIDBE P OJE� l:: I 1 Zo 0-1 A.7- VA&4, o is Ldej, JJ AID DATE � _ 2 Y, " U 9 Cites WWRE Project Coal: PROJECT NUMBER - - -- - - - - - — / o� if you have failed to secure WWOE participation and you have subcontracting and/or supplier opportunities or if your DBE participation Is lass than the City`s proJeet goal, you MW complete this form. If the bidder's method of compliance with the M/WBE goal is based upon demonstration of a "good faith effort", the bidder will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 9 thru 6 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation the facts or intentional discrimination by the bidder. Failure to complete this form, in its entirety with supporting documentation, and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bid specifications. 1.) Please list each and every subcontracting and/or supplier opportunity) for the completion of this project, regardless of whether it is to be provided by a M/WB15 or non-M/WBE. (DO NOT LIST NAMES OI FIRMS1 On Combined Projects, list each subcontracting and or supplier opportunity through the 2 tier. (Use additional sheets, if necessA List of Subcontracting Opportunities List of Supplier Opportunities Rev. @.4=3 FROM CTUH)SEV 20 2000 16:17/ST. 76: 76/No. 7003018818 V 2 me COWTOWN REDI MIX, INC. CMBL/HUB Vendor Detail Vendor ID / Number: II 1752911847700 / 30147 CHUB Status: 1IA (HUB only) (HUB Expire �I28-FEB-10 Date: Vendor Name: 1ICOWTOWN REDI MIX, INC. Vendor PO BOX 162327 Address: 3400 BETHLEHEM STREET FORT WORTH, TX 76161-2327 County: JITARRANT (Phone / Fax: 11(817) 759-1919 / (817) 759-1716 Ethnicity / IIWO / F Gender: { (Business Description: ((MATERIAL SUPPLIERS 16316$ COMMODITIES (Business Category: 11WHOLESALER/RESELLER(07) Off (Reason CMBL: IIN ! IDateMBOff II30-JUN-03 Comptroller's Tax Status This Vendor Comptroller Lookup Any Vendor I Vendor PerforMgACC II Score II l # of POs Commodity (Delivery: II II 0 I I — Commodity II * II 0 I Performance. Service Delivery: �I * �� 0 Service lPerformance: II II 0 I 1 — Non -Scored Reports: Satisfactory Unsatisfactory I IDelegated, Exempt, 0 and Blanket POs: Exceptional Performance 0 Reports: See the CMBL Information Paze for information on updates. Contact CPA by email at e.cmbl(a?cpa.state.tx.us. ms NCTRCA Disadvantaged Business Enterprise Certification Cowtown Redi Mix, Inc. uhft 4 r- `0 , n has tiled with the Agency an Affid vW adv�r a � B i pane and is hereby certified to provide service(s) In the following areas: 327320, Ready -Mix Concrete Manufacturing; This Certification is valid beginning March 2009 and superseded any registration or listing previously issued. This certification most be updated annually by submission of an Annual Update Affidavit. At any time there is a charge in ownership or control of the firm, notification must be made immediately to the North Central Texas Regional Certiflcation Agency or an TUCP certifying entity.lzj --- i ,,L., )2 Certificate expiration mmh . 20 10 "44' Certification A H trator Issued date CERTIFICATION NO. W FDB40431 Y0310 +20 09 O GMS 30 S I SEP,2$.2009 6:05PM CITY OF FORT WORTH NO 578 P. 5 ATTACHMENT1A FORTRH Page 3 of 4 Primes are required to identify AFL subcOntmetors/suppllers, regardless d status; i.e., Minority, Women and non-MANBEs. Please list MANSE fimrs first, use additnai sheets if necessary. Cwtincaam 4 „ (check one) SUBCONTRACTORfSUPPLIER T N T Detail Detail Company Name t C X D _ Subcontracting Work Supplies Purchased Dollar Amount Address e M W T t3 Telephone/Fox r B B R O 1 E E C T E A -- - — Rev- 5P30/03 SEP, 28. 2009 6:05PM CITY OF FORT WORTH NO, 57$ P, 4 A � „wF{MlENT 1A SORT w0� Page 2 of 4 Primes are required to identify AL 1 suboonhXWrs/suppliers, regardless of status, i.e., Minority, Women and non-mNaEs. Please W MM SE fans first, use odditional sheets if necessary. Cerdfloation N SUBCONTRACTOWSUPPUER T -- (ctvedt one) eN 7 Detail Detail Company Name 1 X W1 Subcontracting Wank Supplies Purchased Dollar Amount Address e M W D W Telephone/Fax r B 8 a o 8 E E C T E - a �"4AC' / ?ram• Krs•+� S v ��� CU - - - - - - - Rev. S/3W03 • SEP.18,2009 6:06PM CITY OF FORT WORTH Fo>�rWoR Total Dollar Amount of MIWSE Subcontradors/Suppliers Total Dollar Amount of Non.MNBE Subcontractors/Suppliers $ TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ NO, 578 P. 8 l ATTACHMENT 1A Page 4 of 4 00 z 30, 5-co The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Offioe Manager or designee through the submittal of a Request for Approval of ChangelAdditioo. Any unjustified change. or deletion shall be a material breach of contract and may result in debarment in accord with. -the procedures outlined in the ordinance, The contractor shall submit a detailed explanation of how the requested change/addition or deletion will affect the Committed M/WSE goal. if the detail explanation is not submitted, it will affect the final compliance determination, By affixing a signatures to this form, the Offeror further agrees to provide. directly to the City upon request, complete and accurate Information regarding actual work performed by all subcontractors, including MNV/DBE(s) arrangements submitted with the bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The bidder agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppiiers/Contractois participating on the contract that will substantiate the actual work performed by the MAN/DBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws Concerning Use statements. Any failure to comply with this ordinance and create a material breach of contract may result in a determination of an irresponsible Offeror and barred from participating in City work for a period of time not less than one (1) year, Auth tore Printed Signature r�tf /� Coertae! NarM/iitle of d'illerentJ j>.s- C�d.•�ca.r�'t _ - Lc, _ _ � f- Q y �-6�6 3 5 .Z�Y-31Z -5Y 23 Company Name Telephone arWar Fax L 6 �3 �1�jt L d /A- I�&r' c-sl Z_" cl e. C_4c iS c.) eS tvcxil 0 �a � r"_ E-mail Addreas ' Gity/State2rp 2- Daft Rev. WOW SEP. 26- 2009 6:05PM CITY OF FORT WORTH No.578 . P3 i a. ,..,...414ENr Ia P2ge 1 of 4 oRr WoRr City of Fort Worth Subcontractors/Suooliers Utilization Form PR MPANY NAA911 / I Check applicable block to describe prime (_ 71 12 � A 1 �(7�iG2tT� 4-Ph ,A (—LC, 1. 8 NON4AWIDBE PR EGT NANt . BI DATE - - - C UL--C76 Xt•5Tv�r.v� �O� % — %y f/.M.��.�� CWS MANSE Project Goal: - Prime's MANSE Project Ut,6zatioe: PRdiEci' NUMBER Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bid spWfications. The undersigned Offeror agrees to enter into a formal agreement with the MNVBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of fags is grounds for consideration of disqualification and will result in the bid being considered non- responsive to bid specifications MANBEs listed toward meeting the project goal must be located in the nine (9) county marketplace or currently doing business in the marketplace at the time of bid. Marketplace is the geographic area of Tarrant, Parker, Johnson, Collin, Dallas, Demon, Ellis, Kaufman and Rockwall counties. Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct payment from the prime contractor to a subcontractor is considered TO tier, a payment by a subcontractor to Its supplier is considered 2rd tier ALL M/WBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located or doing business at the time of bid opening within the Marketplace, that have been determined to be bonafide minority or women businesses by the North Central Texas Regional Certification Agency (NCTRCA), or the Texas Department of Transportation (TX DOT), highway division. Disadvantaged Business Enterprise (DBE) is synonymous with Minority/Women Business Enterprise (M/WBE). if hauling services are utilized, the prime will be given credit as long as the M/WBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The MNVBE may lease trucks from another MIWBE firm, including MNVBE owner -operators, and receive full M/WBE credit. The MiWBE may lease trucks from non-M/WBEs, including owner -operators, but will only receive credit for the Fees and commissions earned by the M/WBE as outlined in the iease agreemept Rev. WW3 SEP.28.2009 6:06PM CITY OF FORT WORTH NO. 578 P. 9 ATTACHMENT 1C Page 2of3 2.) Obtain a current (not more than three (3) months old from the bid open elate) list of M/WBE subcontractors and/or suppliers from the City's M/WBE Office. Yes "No Date of Listing _ _—l___1, 3.) Did you solicit bids from MMBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? Yes (if yes, attach MMSF mail mating to include name of firm and address and a dated copy of letter mailed.) No 4.) Did you solicit bids from MIME firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? Yes (If yes, Attach list to Include name of M/WBE firm, ew on contacted, phone number and date and tb" of cbntwt) No NOTE: A facsimile may be used to comply with either 3 or 4, but may not be used for both. If a facsimile is used, attach the fax confirmation, which is to provide M1WBE name, data, time, fax number and documentation faxed. NOTE: if the list of M/VWBEs for a particular subcontracting/supplier opportunity is ten (10) or less, the bidder must contact the entire list to'be in compliance with questions 3 and 4. If the list of MMfBEs for a particular subeontractingfsupplier opportunity Is ten (10) 'or more, the bidder must contact at least wo- thirds- (2l3) of the list within such area of opportunity, but not less than ten to be in compliance with questions 3 and 4. 5.) Did you provide plans and specification& to potential M/WBEs or information regarding the location of plans and specifications in order to assist the MMEEs? Yes 6.) Submit documentation if M/WBE quotes were rejected, The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the M/WBE was rejected and .any supporting documentation the bidder wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the bidder will provide for confidential in -camera access to and inspection of any relevant documentation by City personnel. (Please use addifional sheets, if necessary, and attach.) Company Game Telephone Contact Person Scope of Work Reason for Rejection Rev. 0513=3 SEP,28,2009 b:07PM CITY OF FORT FORTH N0, 578 P. '0 ATCACHMENT I Page 3 of 3 ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain M/WBE participation on this project. The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work for a period of time not less than one (1) year. The undersigned certifies that the Information provided and the M/WBE(s) listed was/were contacted in good faith. it is understood that any M/WBE(s) listed in Attach t I will 4 contacted and the reasons for not using them will be verified by the M/WBE e. Auth rized Signature Printed Signature Tjtis pit-c- L., Co to N I Company Name ress G�u-,, , -� City/State/Zip Ao�- n d mine and Tit a (If different} 6Z �(7-14635 2 /f-3rz-s6�3 P,,tth��one Number Fax Number Email Address 75zte Date Rev, 05f30103 M i Eft . SEP.28.2009 6:07PM FO RT WO T Name of City project: CITY OF FORT WORTH CITY OF FORT WORTEE Joint Venture EliRMUty Form AA questions my& be answeredr use "NA "if appU=bL. A joint VCnMt$ ttuit t be completed on remji Project R'FP/Bid/Purcl a g Nvu er: NO, 578 P. 11 Joint Venture Page 1 of 3 I. Joint venture information; Joint VenWre Name: �41p. Joint Venture Address: (74pplicable) Telephone: Facsimile: E-mail address: i� I Cellular: - — - - Idenfily the fines that compriso the joint venture: Please atfach extra sheets ifaddWwal space is Mgafred to pmvnle detalted evianatiom of work to be perfomted by each firm comprfauv the ant ventue MfR'BE fitxrt Non-NVWBE I namrr firm name: Business Address: Business Address: City, state, Zip: City, State, Zip: Telephone - Fw4inule &mail — Telephone Famimle Cellular Cellular Certification Status: i E-mail address Name ofCatif*gAgency: RP 2. Scope of work performed by the Joint Venture: y� Describe the scope of work of the MMBE: I Describe the scope of work of the non-ft'"E: Rev. SnO/03 SEP.28.2009 6:07PM CITY OF FORT WORTH NO 578 P. 12 Joint Venture Page 2 of 3 3. What is the pe mtage of Mf"E participation on this joint venture that you wish to be counted toward meeting the project goal? 4. Attach a copy of the joint venture agreement. 5. List components of ownership of Joint venture, (Do not complete jrhis information is described in jornt venture agreement) Profit and loss sharing: Capital contributions, including equipment Other applicable ownersbip interests: 6. Identify by name, race, sex and firm those indiividuah (with titles) who are responsible for the day-to-day management and decision making of the joint venture: Financial decisions (m include AFcount Payable and Receivable): fvlamgemeut decisions: -- - - — - s. Estimating b. MarkeGaag and. Sales jjj c. I�irmg and Filing o£n;aangemeat pcssoaaet ... ............................. --------� d 1rchasmg of major equipment and/or supplies Supervision of field operations 1 The City's Minority and Women Business Enterprise Office will review your joint venture submission and will have final approval of the M/WBE percentage applied toward the goal for the project listed on this form. NOTE: From and after the date of project award, if any of the psrftpants. the individually defined scopes of work or the dollar amounts/pereen"es change from the originally approved Wormadon, then the participants must inform the City's MNVBE Office immediately for approval, Any unjustiflsd change or deletion shall be a material breach of contract and may result in debarment In socord with the procedures outlined in to City's MNVBE Ordinance. Rev. 51=3 - SEP-28.2009 6:07PM CITY OF FORT WORTH NO 578 P. 13 Joint Venture Page 3 of 3 AYFMAVU The undersigned affrius that the foregoing statements are true and correct and include all material information necessary to identify and explain the terms and operation of the joint venture. Furthermore, the undersigned shall agree to provide to the joint venture the stated scope of work, decision -malting responsibilities and payments herein. The City also reserves the right to request any additional information deemed necessary to determine if the joint venture is eligible. Failure to cooperate and/or provide requested information within the time specified is grounds for termination of the eligibility process. The undersigned agree to permit audits, interviews with owners and examination of the books, records and files of the joint venture by any authorized representatives of the City of Fort Worth. Failure to comply with this provision shall result in the termination of any contract, which may be awarded under the provisions of this joint , venture's eligibility and may initiate action under Federal. State and/or Local laws/ordinances concerning false statements or willful rnisrepresentationl of facts. Nsrm of MI"B firm Nsmc of non-WWB1s Firm — Ac T/Z Ga Pfttmd Num of Ow= Primed Name of Oweter Sign!p wner Sigoanm of Owner Printed Name of Owns Primed Nsnoe of Owaa' Signature of owner Tlile �es�D�r Date 9-LL''oy State of )c- as On this Sig awm of Owner 'Tale Date Notarization lCounty of day of SR 9 + - and �11�s 20, before me appeared to me personally lanowa and who, being duly sworn, did execute the foregoing affidavit and did state that they were properly authorized to execute this affidavit and did so as their free act and deed. Notary Public Gv_ G �G � v n Q Y\J.(7 �c Prins '0" Notary Public Commission Expires Se GUADALUPE MORAL MY COMMISSION EXPIRES September 14, 2013 (mow Rev. 5/30/03 i TO: CITY OF FORT WORTH PURCHASING DIVISION 1000 THROCKMORTON ST FORT WORTH, TEXAS 76102 -0 PROPOSAL FOR: CONCRETE RESTORATION (2009-14) AT VARIOUS LOCATIONS CITY PROJECT NO.01403 TPW PROJECT NO. C293- 541200-204330140383 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 fully complete all the work as provided in the plans and specifications, and subject to the inspection and approval of the Director of the Transportation and Public Works Department of the City of Fort Worth. Total quantities given in the bid proposal may not reflect actual quantities; however, they are given for the purpose of bidding on and awarding the contract. The City also reserves the right to increase or decrease quantities of individual pay items within the contract provided that the total contract amount remains within plus or minus (t) 25% of the contract award. The contractor is not entitled to any additional compensation or renegotiation of individual pay item bid prices. Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract and furnish Performance, Payment and Maintenance Bonds acceptable to and approved by the City of Fort Worth for performing and completing the said work within the time stated and for the following sums, to -wit: SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH ITEM ITEM OUANTITY BID PRICES WRITTEN IN WORDS S.P. 1 2 EA. Sign -Project Designation — Install @ Two Hundred Dollars & No Cents Per EA. S.P. 2 LUMPSUM Utility Adjustment — Repair @ Four thousand Dollars & No Cents Per L.S. UNIT TOTAL PRICE AMOUNT BID S 200.00 S 400.00 S 4,000.00 S 4,000.00 P-1 SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL ITEM ITEM OUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT BID �- S.P. 3. 13,000 S.Y. Reinforced Concrete Pavement 314 Remove & Replace @ J u° 360 Dollars & j Cents Per SY. S.P. 4. 10,000 L.F. Silicon Joint Sealant for Concrete + Pavement - Install @ '/4" a_ 000 (Joints f wide) 030` Dollars $ - $ , & Cents Per LF. S.P. 5. 7,000 L.F. 7" Concrete Curb - Remove & JAC- Replace @ 7. -9e, 000 Dollars $ $ & Cents Per LF. S.P. 6. 500 S.Y. Flex Base - Install @ i Dollars J °= �GO & Cents Per SY. $ $ S.P. 7. 500 fof. Excavation - Remove @ Dollars �Ov Od & Cents Per CF. S.P. 8. 90 C.Y. Concrete - Install @ Dollars $ /(off °° W & Cents Per CY. I S.P. 9. 10 EA. Manhole - Adjustment @ $ _ /U0 7- $ /00o & Cents Pelr Each S.P. 10. 10 EA. Water Valve - Adjustment @ Dollars $ 30 °' $ 360 & Cents Per Each P-2 -11 -11 SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL ITEM ITEM OUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT BID z) TOTAL BID P-3 This contract is issued by an organization which qualifies for exemption pursuant to the provisions of -,, Article 20.04 (F) of the Texas Limited Sales, Excise and Use Tax Act. Taxes. All equipment and materials not consumed by or incorporated into the project construction, are subject to State sales taxes under House Bill 11, enacted August 15, 1991. ! The Contractor shall comply with City Ordinance 7278, as amended by City Ordinance 7400 (Fort Worth City Code Sections 13-A-21 through 13-A-29), prohibiting discrimination in, employment practices. The undersigned agrees to complete all work covered by these contract documents within one hundred fifty 1L 50) calendar 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) Calendar 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 check in the sum of Dollars is to become the property of the City of Fort Worth, Texas, or the attached Bidder's Bond 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. - The Contractor shall mobilize within ten (10) calendar days of the notice given by the Construction Engineer for anv of the locations. If the contractor fails to begin the work within ten (10) calendar • days. a $200 dollars liquidated damage will be assessed Der Block Der day. I (we), acknowledge receipt of the following addenda to the plans and specifications, all of the provisions and requirements of which have been taken into consideration in preparation of the foregoing bid: Addendum No. 1 (Initials) Addendum No. 2 (Initials) _ Addendum No. 3 (Initials) _ (Seal) Date: 9, ` �, O. Y Res e I submitted P Company Na By: v -1�1;4AI 44 Signa'�'�� ►� C.� W �StYt.aDP► Printed Name of Principal Address:_ 1623 Cif�RZ-A AdE �At �Tk 7$��� E-mail Address: 2S%Igl G Clsw {oc�iob4i.�� Telephone: qioc( — $77- (o63�� P-4 so VENDOR COMPLIANCE TO STATE LAW I, The 1985 Session of the Texas Legislature passed House Bill 620 relative to the award of .. contracts to non-resident bidders. This law provides that, in order to be awarded a contract as low bidder, non-resident bidders (out-of-state contractors whose corporate ' offices or principal place of business are outside of the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required too underbid a non-resident bidder in order to obtain a comparable contract in the State in which the non-resident's principal place of business is located. The appropriate blanks in Section A must be filled out by all out-of-state or non-resident 4 bidders in order for your bid to meet specifications. The failure of out-of-state or non- resident contractors to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Non-resident 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. Non-resident vendors in (give State), our principal place of business, are not required to underbid resident bidders. B. Our principal place of business or corporate offices are in the State of Texas. Bidder: 4,J ��,4-vl +rT Awl C /5 w 0tnD4% tornpany By: (Please rint) C7 A a 714 AVC, address Signature City State Zip Title (Please print) 0 THIS FORM MUST BE RETURNED WITH YOUR QUOTATION HEAVY & HIGHWAY CONSTRUCTION PREVAILING WAGE RATES 2008 Air Tool Operator $10.06 - Asphalt Distributor Operator $13.99 Asphalt Paving Machine Operator $12.78 Asphalt Raker $11.01 Asphalt Shoveler $ 8.80 ~ Batching Plant Weigher I $14.15 Broom or Sweeper Operator I $ 9.88 Bulldozer Operator $13.22 Carpenter $12.80 Concrete Finisher, Paving I $12.85 Concrete Finisher, Structures I $13.27 Concrete Paving, Curbing Machine Operator S12.00 Concrete Paving Finishing Machine Operator S13.63 Concrete Paving Joint Sealer Operator $12.50 I Concrete paving Saw Operator S13.56 Concrete Paving Spreader Operator $14.50 Concrete Rubber $10.61 Crane Clamshell, Backhoe, Derrick, Dragline, Shovel Operator $14.12 Electrician I S 18.12 Fla r I S 8.43 9 Form Builder/Setter, Structures Form Setter, Paving & Curb $11.63 $11.83 1 Foundation Drill Operator, Crawler Mounted $13.67 f Foundation Drill Operator, Truck Mounted I $16.30 I Front End Loader Operator 1 $12.62 1 Laborer, Common I $ 9.19 Laborer I Utility I $10.65 Mechanic $16.97 Millie Machine Operator, Fine Grade $11.83 Mixer�perator $11.58 Motor Grader Operator, Fine Grade $15.20 I Motor Grader Operator, Rough I $14.50 Oiler I $14.99 I Painter, Structures $13.17 ,r Pavement Marking Machine Operator S10.04 I PiRelayer $11.04 Reinforcing Steel Setter, Paving S14.86 Reinforcing Steel Setter, Structure ' $16.29 Roller Operator, Pneumatic, Self -Propelled $11.07 Roller Operator, Steel Wheel Flat W reel/Tamping $10.92 Roller Operator, Steel Wheel, Plant Mix Pavement I $11.28 Scraper Operator I $11.42 Servicer 1 $12.32 Slip Form Machine Operator I $12.33 ! Spreader Box Operator $10.92 Tractor Operator, Crawler Type I $12.60 Tractor Operator, Pneumatic I $12.91 I Travelina Mixer Operator I S12.03 Truck Driver, Lowboy -Float I $14.93 Truck Driver, Single Axle, Heavy 1 $11.47 Truck Driver, Sing)e Axle, Light 1 $10.91 i I Truck Driver, Tandem Axle, Semi -Trailer 1 $11.75 I Truck Driver, Transit -Mix $12.08 - Wa on Drill, Boring Machine, Post Hole Driller Operator $14.00 t l Welder ' S13.57 Work Zone Barricade Servicer 1 $10.09 SPECIAL PROVISIONS FOR: CONCRETE RESTORATION (2009-14) AT VARIOUS LOCATIONS CITY PROEJCT NO.01403 TPW PROJECT NO. C293-541200-204330140383 1. SCOPE OF WORK: The work, covered by these specifications, includes removing failed reinforced concrete pavement and replacing with a minimum of 7-inches of new reinforced concrete pavement and removing failed joint material and replacing with new joint material and new silicone joint sealant. The work also consists of all other miscellaneous items of construction to be performed as outlined in the details and specifications which are necessary to satisfactorily 1 complete the work. The Contractor shall mobilize within ten (10) calendar days of the notice given by the Construction Engineer for any locations. If the contractor fails to begin the work within ten (10) calendar days, a $200 dollars liquidated damage will be assessed per block per day. It shall be the responsibility of the prospective bidder to visit the project sites and make such examinations and explorations as may be necessary to determine all conditions that may affect construction of this project. Particular attention should be given to methods of providing ingress and egress to adjacent private and public properties, procedures for protecting existing improvements and disposition of all materials to be removed. Proper consideration should be given to these details during preparation of the Proposal and all unusual conditions that may give rise to later contingencies should be brought to the attention of the City prior to the submission of the Proposal. The contractor shall verify these locations with the Construction Engineer. For street locations see list at the back of this document. At the sole discretion of the City, the City reserves the right to add, delete or substitute streets in this contract. The City also reserves the right to increase or decrease quantities of individual pay items within the contract provided that the total contract amount remains within plus or minus (t) 25% of - the contract award. The contractor is not entitled to any additional compensation or renegotiation of individual pay item bid prices. SP-1 All short turnouts that intersect with a street to be repaired shall be included in this contract, even though they may not be listed with the street locations at the back of this document due to - their size. The contractor shall verify these locations with the Construction Engineer prior to construction. The construction of these turnouts includes; but, is not limited to, milling, e cleaning, tack coating, overlaying and facility adjusting. Total quantities given in the bid proposal may not reflect actual quantities, but represent the best estimate based on a reasonable effort of investigation; however, they are given for the purpose of bidding on and awarding the contract. 2. AWARD OF CONTRACT: Contract will be awarded to the lowest responsible bidder. 3. SUBMITTALS FOR CONTRACT AWARD: The City reserves the right to require contractor who is the apparent low bidder(s) for a project to submit such information as the City, in sole discretion may require, including but not limited to manpower and equipment records, information about key personnel to be assigned to the project, and construction schedule, to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to deliver a quality product and successfully complete projects for the amount bid within the stipulated time frame. Based upon the City's assessment of the submitted information, a recommendation regarding the award of a contract will be made to the City Council. Failure to submit the information if requested may be grounds for rejecting the apparent low bidder as non -responsive. Affected contractors will be notified in writing of a recommendation to the City Council. 4. CONTRACT TIME: The Contractor agrees to complete the Contract within the allotted number of days. If the Contractor fails to complete the work within the number of 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 Street and Storm Drain Construction of the City of Fort Worth, Texas. The contract time will be counted from the date set at the pre -construction conference and will continue until a time the inspector determines the project is ready for a final inspection. At SP-2 that time a final inspection will be scheduled. If in the opinion of the inspector the project has not been made ready, the final inspection will be cancelled and time will continue to be counted. A five working day period is required for the rescheduling of a final inspection. The Contractor also agrees to complete the final punch list within twelve (12) calendar days after receiving it. If the Contractor fails to complete the work within twelve (12) calendar days, the counting of the number of days to complete the Contract will resume and liquidated damages shall be charged, as outlined in Part 1, Item 8, Paragraph 8.6, of the "General Provisions" of the Standard Specification for Street and Storm Drain Construction of the City of Fort Worth, Texas. 5. EARLY WARNING SYSTEM FOR CONSTRUCTION: Time is of the essence in the completion of this contract. In order to insure that the contractor is responsive when notified of unsatisfactory performance and/or of failure to maintain the contract schedule, the following process shall be applicable: The work progress on all construction projects will be closely monitored. On a bi-monthly basis the percentage of work completed will be compared to the percentage of time charged to the contract. If the amount of work performed by the contractor is less than the percentage of time allowed by 20% or more (example: 10% of the work completed in 30% of the stated contract time as may be amended by change order), the following proactive measures will be taken: A. A letter will be mailed to the contractor by certified mail; return receipt requested demanding that, within 10 days from the date that the letter is received, it provide sufficient equipment, materials and labor to ensure completion of the work within the contract time. In the event the contractor receives such a letter, the contractor shall provide to the City an updated schedule showing how the project will be completed within the contract time. B. The Construction Engineer and the Director of the Transportation and Public Works Department will be made aware of the situation. If necessary, the City Manager's Office and the appropriate city council members may also be informed. SP-3 10 C. Any notice that may, in the City's sole discretion, is required to be provided to interested individuals will distributed by the Construction Engineer. D. Upon receipt of the contractor's response, the appropriate City departments and directors will be notified. The Construction Engineer will, if necessary, then forward updated notices to the interested individuals. E. If the contractor fails to provide an acceptable schedule or fails to perform satisfactorily a second time prior to the completion of the contract, the bonding company will be notified appropriately. 6. RIGHT TO ABANDON: The City reserves the right to abandon, without obligation to the Contractor, any part of the project, or the entire project, at any time before the Contractor begins any construction work authorized by the City. 7. CONSTRUCTION SPECIFICATIONS: This contract and project are governed by the two following published specifications, except as modified by these Special Provisions: STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY OF FORT WORTH and STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION -NORTH CENTRAL TEXAS. General Provisions shall be those of the Fort Worth document rather than Division 1 of the North Central Texas document. A copy of these specifications may be purchased at the Office of the Transportation and Public Works Department, 1000 Throckmorton Street, 2nd floor of the Municipal Building, Fort Worth, Texas 76102. The specifications applicable to each pay item are indicated in the call - out for the pay item in the Proposal. If not shown, then applicable published specifications in any of these documents may be followed at the discretion of the Contractor. 8. CONTRACT DOCUMENTS: SP-4 ... Bidders shall not separate, detach or remove any portion, segment or sheets from the contract documents at any time. Failure to bid or fully execute contract without retaining contract documents intact may be grounds for designating bids as "non -responsive" and rejecting bids or voiding contract as appropriate and as determined by the Director of the Transportation and Public Works Department. 9. MAINTENANCE STATEMENT: The Contractor shall be responsible for defects in this project due to faulty materials and workmanship, or both, for a period of two (2) vears from date of final acceptance of this project by 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. See Special Instructions to Bidders Item No. 14 for further requirements. 10. TRAFFIC CONTROL: The contractor will be required to obtain a "Street Use Permit" prior to starting work. As part of the "Street Use Permit" a traffic control plan is required. The Contractor shall be responsible for providing traffic control during the construction of this project consistent with the provisions set forth in the "Latest Edition Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways", codified as Article 6701d Vernon's Civil Statues, pertinent sections being Section Nos. 27, 29, 30 and 31. A traffic control plan shall be submitted for review to Mr. Charles R. Burkett, Citv Traffic Engineer (a-),817-392-8712 at least 10 working days prior to the areconstruction conference. Althou h work will not begin until the traffic control panel has been reviewed, the Contractor's time will begin in accordance with the time frame established in the Notice to the Contractor. 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 817-392-7738), to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above referenced manual and such temporary SP-5 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 re -installed, the Contractor shall again contact the Signs and Markings Division to re -install the permanent sign and shall leave his temporary sign in place until such re -installation is completed. The Contractor shall limit his work within one continuous lane of traffic at a time to minimize interruption to the flow of traffic upon the approval of the City Engineer. Work shall not be performed on certain locations/streets (primarily arterials) during "peak traffic periods (7 a.m. to 9 a.m. and to 4 p.m. to 5 p.m.)"; or, as determined by the City Traffic Engineer and in accordance with the applicable provision of the "City of Fort Worth Traffic Control Handbook for Construction and Maintenance Work Areas." See "Street By Street Quantity Determination Spread Sheet", in the back of this document, for designated locations. The contractor will be responsible for coordination, of proposed construction activities, with public or private school administration. The proposed construction activities shall accommodate school operating schedules, including school bus/parent drop off and pick up periods. The contractor shall provide proper traffic and pedestrian control to ensure safety at all times. Construction areas shall be properly barricaded/fenced to prevent public entry. 11. PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION: Prior to beginning construction on any street in this contract, the contractor shall, prepare and deliver a notice/flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice/flyer shall be posted five (5) calendar days prior to beginning construction activity along each street. The flyer shall be prepared on the Contractor's letterhead and shall include the following: o Project name/Contract name o Project number o Expected dates of construction o Contractors and project inspector's contact information SP-6 A sample notice/flyer is included in the contract documents. The Electronic version of the notice/flyer can be obtained from the Office of the Transportation and Public Works Department (817) 392-2729 It will be the contractor's responsibility to create and distribute a follow-up notice/flyer informing residents if for any reason work should stop on a project for more than seven (7) calendar days after construction begins. The flyer should also include the anticipated date of when the work will begin again. It will be the contractor's responsibility to re -distribute a five (5) calendar day notification/flyer prior to beginning the construction activity. In addition, all copies of the notice/flyer shall be delivered to the City inspector for his review prior to distribution. The contractor will not be allowed to begin construction on any street until the flyer is delivered to all residents of the street. All work involved with the notice/flyer shall be considered subsidiary to the contract price and no additional compensation shall be made. 12. PAYMENT: Payment will be made to the contractor twice a month for work completed during the pay periods ending on the 150' ,and the 30'h day of each month. Checks (less 5% retainage) will be sent to the contractor within the two (2) week window following each payment period. Payment of the retainage will be made with the final payment upon acceptance of the project. See Special Instructions to Bidders Item No. 14 for further requirements. 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 SP-7 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 and no such extension of time shall release the Contractor or the surety on his performance bond from all his obligations hereunder which shall remain in full force until the discharge of the contract. 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 the latest edition of the "Texas Manual on Uniform Traffic Control Devices, Vol. No. 1". 15. 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) and a flood plain permit issued. 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 Contractor's disposal sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain Fill Permit authorizing rill within the flood plain. Any expenses associated with obtaining the fill permit, including any necessary engineering studies, shall be at Contractor's expense. In the event that the Contractor disposes of spoil/fill material at a site without a fill permit or a letter from the Administrator approving the disposal site, upon notification by the Director of the Department SP-8 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. No temporary storage of material, rubble, equipment or vehicles within parkway is allowed. Damage to sodded/landscaped areas shall be replaced at Contractor's expense to the satisfaction of City Engineer. 16. ZONING REOUIREMENTS: 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. 17. PROPERTY ACCESS: Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer. 18. CONSTRUCTION SCHEDULE: Contractor shall be responsible for producing a project schedule at the pre -construction conference. This schedule shall detail all phases of construction, special coordination with schools (see Item No. 10 Traffic Control for details), including project clean up, and allow the contractor to complete the work in the allotted time. Contractor will not move on to the job site nor will work begin until said schedule has been received and approval secured from the Construction Engineer. However, contract time will start even if the project schedule has not been turned in. Contract start date would be outlined in the pre- construction work order notice. Proiect schedule will be undated and resubmitted at the end of every estimating period. All costs involved with producing and maintaining the project schedule shall be considered subsidiary to this contract. 19. SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES: The following procedures will be followed regarding the subject item on this contract: SP-9 w (1) A warning sign not less than five inches by seven inches, painted yellow with black letters that are legible at twelve feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus. The warning sign shall read as follows: "WARNING --UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES." (2) Equipment that may be operated within ten feet of high voltage lines shall have an insulating cage -type of guard about the boom or arm, except back hoes or dippers, and insulator links on the lift hood connections. (3) When necessary to work within six feet of high voltage electric lines, notification shall be given the power company (TXU Electric Delivery) which will erect temporary mechanical barriers, de -energize the line, or raise or lower the line. The work done by the power company shall not be at the expense of the City of Fort Worth. The notifying department shall maintain an accurate log of all such calls to TXU Electric Delivery and shall record action taken in each case. (4) The Contractor is required to make arrangements with the TXU Electric Delivery for the temporary relocation or raising of high voltage lines at the Contractor's sole cost and expense. (5) No person shall work within six feet of a high voltage line without protection having been taken as outlined in Paragraph (3). 20. RIGHT TO AUDIT: Contractor agrees that City shall, until the expiration of three (3) years after final payment under this contract is made by City, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of Contractor involving transactions relating to this contract. Contractor agrees that City shall have access during normal working hours to all necessary Contractor facilities and shall be provided adequate and appropriate workspace in order to conduct audits in compliance with the provisions of this section. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that City shall, until the expiration of three (3) years after final payment under the subcontract, have access to and the right to examine any SP-10 directly pertinent books, documents, papers and shall be provided adequate and appropriate work space, in order to conduct audits in compliance with the provisions of this article together with Article VI. City shall give the subcontractor reasonable advance notice of intended audits. Contractor and subcontractor agree to photocopy such documents as may be requested by City. City agrees to reimburse Contractor and/or subcontractor for the cost of copies at the rates as contained in the Texas Administrative Code at the time payment is made. 21. CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor Covenants and agrees to indemnify City's Engineer and Architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not any such injury, damage or death is caused, in whole or in part, by the negligence or alleged negligence of City, its officers, servants, or employees. Contractor likewise covenants and agrees to indemnify and hold harmless the City from and against any and all injuries to City's officers, servants and employees and any damage, loss or destruction to property of the City arising from the performance of any of the terms and conditions of this Contract, whether or not any such injury or damage is caused in whole or in part by the negligence or alleged negligence of City, its officers, servants or employees. In the event City receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to City satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides City with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if deemed appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. SP-11 22. SUBSTITUTIONS: The specifications for materials set out the minimum standard of quality that the City believes necessary to procure a satisfactory project. No substitutions will be permitted until the Contractor has received written permission of the Engineer to make a substitution for the material that has been specified. Where the term "or equal", or "or approved equal" is used, it is understood that if a material, product, or piece of equipment bearing the name so used is furnished, it will be approvable, as the particular trade name was used for the purpose of establishing a standard of quality acceptable to the City. If a product of any other name is proposed substitutes is procured by the Contractor. Where the term "or equal", or "approved equal" is not used in the specifications, this does not necessarily exclude alternative items or material or equipment which may accomplish the intended purpose. However, the Contractor shall have the full responsibility of providing that the proposed substitution is, in fact, equal, and the Engineer, as the representative of the City, shall be the sole judge of the acceptability of substitutions. The provisions of the sub -section as related to "substitutions" shall be applicable to all sections of these specifications. 23. WATER FOR CONSTRUCTION: Water for construction will be furnished by the Contractor, at his own expense. 24. SANITARY FACILITIES FOR WORKERS: The Contractor shall provide all necessary conveniences for the use of workers at the project site. Specific attention is directed to this equipment. 25. MATERIAL STORAGE: Material shall not be stored on private property unless the Contractor has obtained written permission from the property Owner. A copy of the written permit shall be provided to the assigned inspector prior to utilization of the property. 26. PROTECTION OF EXISTING UTILITIES AND IMPROVEMENTS: SP-12 The Contractor shall take adequate measures to protect all existing structures, improvements and utilities, which may be encountered. 27. LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC: The Contractor's particular attention is directed to the requirements of Item 7, "Legal Relations and Responsibilities to the Public" of the "Standard Specifications for Street and Storm Drain Construction". 28. CONSTRUCTION The City of Fort Worth maintains a "CONFINED SPACE ENTRY PROGRAM" for its employees and all contractors and their sub -contractors must comply with this program as a condition of the contract. All active sewer manholes, regardless of depth, are defined, as "permit required confined spaces". Contractors will be required to complete the "CONFINED SPACE ENTRY PERMIT" used by the Fort Worth Water Department (Field Operations Division) for each entry and possess and use the equipment necessary to comply with this program. The cost of complying with this program will be considered subsidiary to the pay items involving work in confined spaces (e.g. vacuum testing, cleaning, televising, construction, etc.). 29. QUALITY CONTROL TESTING: (a) The contractor shall furnish, at its own expense, certifications by a private laboratory for all materials proposed to be used on the project, including a mix design for any asphalt 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. SP-13 (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. Im (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. NON -PAY ITEM No. 1- SPRINKLING FOR DUST CONTROL: All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control' shall apply. However, no direct payment will be made for this item and it shall be considered incidental to this contract. NON -PAY ITEM -NO. 2 - REMOVAL OF TRAFFIC BUTTONS AND TEMPORARY LANE TAPE: The Contractor shall be responsible for the documentation of all street markings prior to the removal and disposal of the pavement markings. All traffic buttons shall be removed from the existing asphalt surface before resurfacing begins. The contractor shall be responsible for the removal and disposal of all buttons and markings. Upon completion of the job the City will install new buttons after proper notification. The contractor shall also be responsible for all materials, equipment and labor to place temporary adhesive lane marking tape to control and direct traffic in the same way as they were prior to start of construction. Any corrective action required on the temporary lane markings shall be the total responsibility of the Contractor and at no extra cost to the City. SP-14 II The contractor shall notify the Construction Engineer and T/PW Traffic Services to arrange for the replacement of the buttons and adhesive lane markers (arrows, etc.). All costs to the contractor shall be figured as subsidiary to this contract. NON -PAY ITEM No. 3 — LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES: The contractor shall be responsible for locating and marking previously exposed manholes, water valves and any other utility cover in each street of this contract before the resurfacing process commences for a particular street. The method used to document locations shall be one in which the covers can be found exactly the first time. Proof of documentation must be provided to the assigned inspector prior to start of any overlay process. The contractor shall attempt to include the Construction Engineer or his designee (if available) in the observation and marking activity. In any event, a street shall be completely marked a minimum of four (4) calendar days before resurfacing begins on the street. Marking the curbs with paint may be allowed if and only if a water base paint is used. It shall be the contractor's responsibility to notify the utility companies that he has commenced work on the project. As the resurfacing is completed (within same day), the contractor shall locate the covered manholes and valves and exposed and clean them. Upon completion of a street the contractor shall notify the utilities of this completion and indicate the start of the next one in order for the utilities to adjust facilities accordingly. The following are utility contact persons: Company Telephone Number Contact Person SBC — Telephone 817-338-6202 Mr. Gary Tillory 214-384-3732 Cell TXU Electric Delivery: Downtown 817-215-6424 Mr. Scott King Other than Downtown 817-215-6688 Mr. Robert Martinez Atmos Energy (Gas) 817-215-4366 Mr. John Crane 469-261-2314 Cell CFW - Street Light 817-392-7738 Mr. James Turner SP-15 CFW — Light Signal CFW — Pavement Marking CFW - Storm Drain CFW - Water CFW - Sewer 817-392-2538 817-392-2535 817-392-8107 817-392-5196 817-212-2699 817-925-2360 Cell 817-212-2699 817-944-8399 Cell Mr. Frank Brock Mr. Monte Wilson Mr. Chuck Snyder Mr. Rodney Smithey Mr. Roger Hauser Mr. Rick Davis Of course, under the terms of this contract, the contractor shall complete adjustment of the storm drain and Water Department facilities, one traffic lane at a time within seven (7) calendar days after completing the laying of proposed H.M.A.C. overlay adjacent to said facilities. Any deviation from the above procedure and allotted working days may result in the shut down of the resurfacing operation. The contractor shall be responsible for all materials, equipment and labor to perform a most accurate job and all costs to the contractor shall be figured subsidiary to this contract. NON -PAY ITEM NO. 4 - PROTECTION OF TREES, PLANTS, SOIL, ETC.: All property along and adjacent to the Contractor's operations including lawns, yards, irrigation systems, 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 (817) 392-7933. 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 • SP-16 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. 5 — PROJECT CLEAN-UP: During the construction of this project, all parkways that are excavated shall be shaped, including bar ditches, and backfilled at the same time the roadway is excavated. Excess excavation will be disposed of at locations approved by the Engineer. The Contractor shall be aware that keeping the project site in a neat and orderly condition is considered an integral part of the contracted work and as such shall be considered subsidiary to the appropriate bid items. Clean up work shall be done as directed by the Engineer as the work progresses or as needed. If, in the opinion of the Engineer it is necessary, clean up shall be done on a daily basis. Clean up work shall include, but not be limited to: • Sweeping the street clean of dirt or debris • Storing excess material in appropriate and organized manner • Keeping trash of any kind off of the roadway and residents' property If it has been determined that the jobsite has not been kept in an orderly condition, the next estimate payment (and all subsequent payments until completed) of the appropriate bid item(s) will be reduced by 25%. The Contractor shall make a final cleanup of each street as soon as the paving and curb and gutter has been constructed. No more than Seven (7) calendar days shall elapse after completion of construction before the roadway and right-of-way is cleaned and restored. Failure to do so will be cause to stop the contractor from starting work on other streets. Project time will not be suspended and a $200 charge per day will be made as liquidation damages. The Contractor shall make a final cleanup of all parts streets before acceptance of the project is made. This cleanup shall include removal of all objectionable rocks, pieces of • SP-17 asphalt or concrete and other construction materials, and in general preparing the site of the work in an orderly manner and appearance. NON -PAY ITEM NO.6 — STORM DRAIN INLET PROTECTION: All pulverization and overlay streets with storm drain inlets shall use inlet protection for sediment control, in accordance with the Standard Specifications for Public Works Construction -North Central Texas. The contractor shall be responsible for all materials, equipment and labor to perform a most accurate job and all costs to the contractor shall be figured subsidiary to this contract. NON -PAY ITEM NO. 7 — AGREEMENT OF OUANTITIES The streets will be measured and all quantities per street will be documented, a copy of the measured quantities will be provided to the contractor. If the Contractor in agreement of the measured quantities, then the Contractor is required to sign it and return it with in ten (10) calendar days. If the Contractor is not in agreement, then the Contractor is required to, within seven (7) calendar, arrange a field trip with the assigned inspector to show proof of the difference. PAY ITEM NO. 1 Sign-Proiect Designation Install: 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. It will be the responsibility of the Contractor to have the individual project signs lettered and painted in accordance with the enclosed detail. The quality of the paint, painting and lettering on the signs shall be,approved by the Engineer. The height and arrangement of the lettering shall be in accordance with the enclosed detail. The sign shall be constructed of/4 inch 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. SP-18 The work, which includes the painting of the signs, installing and removing the signs, furnishing the materials, supports and connections to the support and maintenance shall be to the satisfaction of the Engineer. The unit price bid per each will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. PAY ITEM NO.2 Utilitv Adiustment — Reaair: This item is included for the basic purpose of establishing a contract price which will be comparable to the final cost of making necessary adjustments required due to street improvements to water, sanitary sewer, and natural gas service lines and appurtenances where such service lines and appurtenances are the property owner's responsibility to maintain. An arbitrary figure has been placed in the Proposal; however, this does not guarantee any payment for utility adjustments, neither does it confine utility adjustments to the amount shown in the Proposal. It shall be the Contractor's responsibility to provide the services of a licensed plumber to make the utility adjustments determined necessary by the Engineer. No payment will be made for utility adjustments except those adjustments determined necessary by the Engineer. Should the Contractor damage service lines due to his negligence, where such lines would not have required adjustment or repair otherwise, the lines shall be repaired and adjusted by the Contractor at the Contractor's expense. The payment to the Contractor for utility adjustments shall be the actual cost of the adjustments plus ten percent (10%) to cover the cost of bond and overhead incurred by the Contractor in handling the utility adjustments. PAY ITEM No. 3 — Reinforced Concrete Pavement — Remove & Replace: This item shall include the removal and replacement of all failed existing reinforced concrete pavement and replacing with a minimum of 7-inches as designated by the Construction Engineer with same day haul -off of the removed material to a suitable dumpsite. For specifications governing this item, see City Standard City Specifications, Item No. 104 "Removing Old Concrete", and Item No. 314 "Concrete Pavement", and Item No. 360 "Concrete Pavement" (enclosed) shall apply. SP-19 In addition, this item includes removing failed joint material and replacing with new joint material and new silicone joint sealant. Joint material and silicone joint sealant shall be in accordance with the enclosed technical specification "Silicone Joint Sealing for Concrete Pavement" and joint details. For situations where extensive slab replacement is next to existing deteriorated or damaged curb, the contractor shall replace both slab and curb. The Engineer shall determine locations of curb replacement. Payment for slab replacement shall be addressed under Pay Item No. 3 "Reinforced Concrete Pavement" and payment for curb replacement shall be addressed under Pay Item No. 5 - 7" Concrete Curb —Remove and Replace. Contractor must remove existing failed pavement in a manner that subgrade is not disturbed. Contractor must re -compact subgrade and areas re -compacted shall have a uniform density not less than 95% of maximum density (ASTM D-698). In place density test per each repaired surface area shall be undertaken. The guidelines for compacting, per standard specification Item No. 202, "Rolling", may be waived due to physical construction restrictions. Engineer may accept other compaction methods. Payment for compacting, including labor and equipment, shall be incidental to other pay items in the contract. If in the process of removing failed concrete pavement, it is revealed that the subgrade, even after attempts to compact and re -shape, is not meeting requirements of standard specification Item No. 204 "Subgrade Preparation", and is exhibiting severe ruts and poor material composition that can not be manipulated and compacted, the Contractor shall remove 6-inches of ton subgrade and replace with flexible base. The cost of removing and disposing of subgrade and placing of flexible base shall be covered in Pay Item No. 7, "Flex Base". If failed concrete pavement has a depth that is less than 6-inches (distance between top of new pavement surface and re -compacted subgrade surface), the Contractor shall remove excess subgrade material. Subgrade must be re -shaped and re -compacted to allow a replaced 7-inches thick concrete pavement section. Cost of removing and proper disposal of excess excavated material shall be covered under Pay Item No. 8, "Excavation". If replaced pavement section depth exceeds 7-inches and subgrade meets compaction requirements~ the Contractor must pour a uniform pavement section exceeding 7-inches in depth. The cost of additional concrete shall be covered under Pay Item No. 9, "Concrete" and shall be full compensation for labor, material and equipment used. SP-20 The concrete shall be designed to include a minimum of 6 sacks of Tvne I, or Tvne III cement. The maximum water cement ratio shall not exceed 5.5 gallons Der sack. A Type A water -reducing admixture and a Type C non -chloride set -accelerating admixture may be used with minimum 5.5 sacks of type I or Type III cement to achieve the earliest possible concrete -setting times. The use of a set -retarding admixture will not be permitted. The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds Der square inch in seventy two (72) hours. Concrete pavement may be opened to traffic as long as the minimum compressive strength requirement of 3000 pounds per square inch has been met. If the concrete fails to reach the required 48-hour strength, the Engineer may direct that the concrete be redesigned as necessary to meet these requirements. Slump shall not exceed 3 inches. An entrained air content of three (3) to six (6) percent, as directed by the Engineer, shall be provided. The fine anreLyate shall have fineness modules of 2.60 to 2.80. All admixtures used shall conform to the requirements of standard specifications Item No. 314, "Concrete Pavement" except that the Type C set -accelerating admixture may require addition, at the job site, when the temperature of the concrete is above 55 T. Either transit -mix or central -mix concrete will be permitted. Existing concrete pavement shall be sawed full depth. Reinforcing bars (No. 3 @ 24" OCBW), dowels and tie bars shall be placed as shown on the enclosed joint details. All concrete pavement not placed by hand shall be placed using a fully automated paving machine as approved by the Engineer. Screeds will not be allowed except if approved by the Engineer. Actual measured material in square yards, in place, shall be the basis for payment. Payment shall be full compensation for labor, material and equipment used, at the locations determined by the Engineer. PAY ITEM No. 4 — Silicon Joint Sealing for Concrete Pavement — Install: This item addresses existing joints undergoing rehabilitation and newly formed joints that require new joint material and sealant. This item shall be in accordance with the technical specification "Silicone Joint Sealing for Concrete Pavement" and pavement joint details contained in this contract document. The Engineer shall outline limits of work. This item includes the removal, clean up and replacement of polyethylene bond breaker tape and redwood expansion joint filler at an expansion joint (when a slab is replaced at SP-21 one side of a joint) (Joint Detail No.1), backer rod at a dummy joint (Joint Detail No.2) and silicone joint sealant. Silicone joint sealant shall be applicable for existing joints (transverse, longitudinal, either construction or an expansion joint). Removal and clean up of existing joint surfaces must yield uniform straight surface that would allow the proper installation of silicone sealant per manufacturer guidelines. Removal of existing joint material must be removed by an appropriate method such as a joint plow, a router or hooks. Sand blasting or water could be used to clean inside surfaces of joint in preparation of silicon application. Joint surfaces must be free of all contaminants and residue as called for by silicone manufacturer criteria and as indicated in the construction method of the technical specification "Silicone Joint Sealing for Concrete Pavement". Joint material/silicone joint sealant shall be measured in linear feet, in place, shall be full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work. PAY ITEM No. 5 - 7" Concrete Curb — Remove and Replace: This item includes the replacement of curb where extensive slab replacement is required next to existing deteriorated or damaged curb with same day haul -off of the removed material to a suitable dumpsite. The contractor shall replace both slab and curb. The Engineer shall determine locations and limits of curb replacement. Standard specification Item No.502, "Concrete Curb and Gutter", 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 no more than thirty (30) minutes after the concrete in the slab is placed. In situations where only curb replacement is called for, new slab and curb shall be drilled into existing pavement per detail sheet. Concrete slab shall be paid for under Pay Item No. 3, "Reinforced Concrete Pavement" and curb shall be paid under Pay item No. 6, 7" Concrete Curb Repair. The curb shall be measured in linear feet, in place, shall be full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work. Cost of back filling behind curb, grading, turf re-establishment and watering of sod shall be included in this pay item. SP-22 PAY ITEM No. 6 — Flex Base — Install: This item addresses subgrade that has irregularities, weak spots; ruts, and not meeting compaction requirements. Contractor shall replace top 6-inches of subgrade with flexible base material. Application of flexible base material shall be accordance with standard specification Item No. 208, "Flexible Base". Measurement is in square yards and shall cover actual area and depth of 6-inches of material used. Payment is full compensation and covers the cost of labor, material, and equipment used in excavating and hauling off failed subgrade material and manipulating, spreading, and compaction of flexible base material. Use of material shall be determined in the field by the Engineer or his Representative. PAY ITEM No. 7 — Excavation — Remove: This item covers the cost of removing excess subgrade material in areas where the existing failed pavement section is 6-inches or less in thickness and the proposed pavement is 7- inches or greater in thickness. This item covers the removal and proper disposal of excess subgrade material and shall be in accordance with standard specifications Item No. 106, "Unclassified Street Excavation". Measurement is in cubic yards and payment shall be for all labor, equipment used and the removal and disposal of material. (Manipulation, re -shaping, and compaction of subgrade is covered under Pay Item No. 3., "Reinforced Concrete Pavement".) Excavation shall be determined in the field by the Engineer or his Representative. PAY ITEM No. 8 — Concrete — Install: This item covers the cost of additional concrete used in the replaced pavement sections that exceeds 7-inches in depth. Replaced pavement section to be uniform, concrete to be cast monolithically. Mix requirement, material selection, compressive strength, etc., shall match requirements highlighted in Pay Item No. 3., "Reinforced Concrete Pavement". Actual measured material in cubic yards, in place, shall be the basis for payment. Payment would be full compensation for labor, material and equipment used. Additional concrete shall be determined in the field by the Engineer or his Representative. SP-23 PAY ITEM NO.9 — Manhole — Adiustment: This item shall include adjusting the tops of existing manhole to match proposed grade as shown on the plans, in the detail at the back of this document or as directed by the Engineer. Standard specification Item Nos. 450 "Adjusting Manholes and Inlets" and 406 "Concrete for Structures" shall apply except as herein modified. The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per square inch in seven (7) calendar days. Prior to beginning of work, the Contractor shall make an inventory of the condition of existing manholes. The Engineer will field verify this inventory and provide the Contractor replacements for broken manhole covers. The contractor shall replace the manhole covers which are damaged during construction at no cost to the City. Included as part of this pay item shall be the application of a cold -applied preformed flexible butyl rubber or plastic sealing compound for sealing interior and/or exterior joints on concrete manhole sections, as per current City Water Department Special Conditions. The unit price pre bid per each will be full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work. PAY ITEM NO. 10 — Water valve — Adiustment: Contractor will be responsible for adjusting water valve boxes to match new pavement grade in accordance with the detail at the back of this document or as directed by the Engineer and the Standard Specification 406 "Concrete for Structures" shall apply except as herein modified. The water valves themselves will be adjusted by City of Fort Worth Water Department forces. Prior to beginning of work, the Contractor shall make an inventory of the condition of existing water valve boxes. The Engineer will field verify this inventory and provide the Contractor replacements for broken valve boxes. The contractor shall replace the valve boxes, which are damaged during construction at no cost to the City. SP-24 The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per square inch in seven (7) calendar days. The unit price pre bid per each will be full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work. END OF SECTION SP-25 NOTE: THIS SPECIFICATION HAS BEEN MODIFIED TO DELETE NON - APPLICABLE ITEMS FOR USE AS A GUIDE SPECIFICATION FOR CiTY STREETS. Item 360 CONCRETE PAVEMENT 300.1. Description. Construct Portland cement concrete pavement with or without curbs on the concrete pavement. 300.2. Materials. A. Portland Cement Concrete. Provide Portland cement concrete to meet a minimum compressive strength of 3,060 psi at 28 days; unless shown otherwise in the contract documents. Use Class A concrete for curbs that are placed separately from the pavement. Provide concrete that is workable and cohesive, possesses satisfactory finishing qualities, and conforms to the mix design and mix design slump. B. Reinforcing Steel. Provide Grade 60 deformed steel for bar reinforcement. Provide approved positioning and supporting devices (baskets and chairs) capable of securing and holding the reinforcing steel in proper position before and during paving. Provide corrosion protection when shown on the plans. 1. Dowels. Provide Grade 60 smooth, straight dowels of the size shown on the plans, free of burrs or deformations. Coat dowels with a thin film of grease or other approved de -bonding material. Provide dowel caps. on the lubricated end of each dowel bar used in an expansion joint. Provide dowel caps filled with a soft compressible material with. enough range of movement to allow complete closure of the expansion joint. 2. Tie Bars. Provide straight deformed steel tie bars. Provide eithermultiple-piece tie bars or single -piece tie bars as shown on the plans., Provide multiple -piece tie bars composed of 2 pieces of deformed reinforcing steel with a coupling capable of developing a minimum tensile strength of 125% of the design yield strength of the deformed steel .when tensile -tested in- the assembled configuration. Provide a minimum length of 33 diameters of the deformed steel in each piece. C. Curing'Materials. Provide Type 2 membrane curing compound conforming to DMS-4650, aPortland Ceme_ nt Concrete Curing Materials and Evaporation Retardants." D. Epoxy. Provide Type iII epoxy in accordance with DMS-6100, "Epoxies and Adhesives,° for installing all drilled -in reinforcing steel. E. Evaporation Retardant. Provide evaporation retardant conforming to DMS-4650, 'Portland Cement Concrete Curing Materials and Evaporation Retardants.' F. Joint Sealants and Fillers. Provide Class 5 or Class 8 joint -sealant materials and fillers unless otherwise shown on the plans or approved and other sealant materials of the size, shape, and type shown on the plans in accordance with DMS-6310, "Joint Sealants and Fillers.' 300.3. Equipment. Furnish and maintain all equipment in good working condition. Use measuring, mixing, and delivery equipment conforming to the requirements of item 421, "Portland Cement Concrete." Obtain approval for other equipment used. W. . A. Placing, Consolidating, and Finishing Equipment. Provide approved self- propelled paving equipment that uniformly distributes the concrete with minimal segregation and provides a smooth machine -finished consolidated concrete pavement conforming to plan line and grade. Provide an approved automatic grade control system on slip -forming equipment. Provide approved mechanically operated fnishing floats capable of producing a uniformly smooth pavement surface. Provide equipment capable of providing a fine, light water fog mist. Provide mechanically operated vibratory equipment capable of adequately consolidating the concrete. Provide immersion vibrators on the paving equipment at sufficiently close intervals to provide uniform vibration and consolidation of the concrete over the entire width and depth of the pavement and in accordance with the manufacturei's recommendations. Provide immersion vibrator units that operate at a frequency in air of at least 8,000 cycles per minute. Provide enough hand -operated immersion vibrators for timely and proper consolidation of the concrete along forms, at joints and in areas not covered by other vibratory equipment. Surface vibrators may be used to supplement equipment -mounted immersion vibrators. Provide tachometers to verify the proper operation of all vibrators. For small or irregular areas or when approved, the paving equipment described in this Section is not required. B. Forming Equipment. ' 1. Pavement Forms. Provide metal or wood side forms of sufficient cross-section, strength, and rigidity to support the paving equipment and resist the impact and vibration of the operation without visible springing or settlement. Use forms that are free from detrimental kinks, bends, or warps that could affect ride quality or alignment. Provide flexible or curved metal or wood forms for curves of 100-ft. radius or less. .2, Curb Forms, Provide curb forms for separately placed curbs that are not slipformed that conform to the requirements of Item 529, "Concrete Curb, Gutter, and Combined Curb and Gutter." C. Reinforcing Steel Inserting Equipment. Provide inserting equipment that accurately inserts and positions reinforcing steel in the plastic concrete parallel to the profile grade and horizontal alignment in accordance to plan details. D. Texturing Equipment. 1. Carpet Drag. Provide a carpet drag mounted on a work bridge or a moveable support system. Provide a single piece of carpet of sufficient transverse length to span the full width of the pavement being placed and adjustable so that a sufficient longitudinal length of carpet is in contact with the concrete being placed to produce the desired texture. Obtain approval to vary the length and'width of the carpet to accommodate specific applications. Use an artificial grass -type carpet having a molded polyethylene pile face with a blade length of 518 in. to 1 in:, a minimum weight of 70 oz. per square yard, and a strong, durable, rot - resistant backing material bonded to the facing. 2. Tining Equipment. Provide a self-propelled transverse metal tine device equipped with 4-in, to 6-in. steel tines and with cross-section approximately ' 1132 in, thick by 1112 in. wide, spaced at 1 in., center -to -center. Hand -operated Lining equipment that produces an equivalent texture may be used only on small or.in'egularly shaped areas or, when permitted, in emergencies due to equipment breakdown. Ci. ?- 2 E. Curing Equipment. Provide a self-propelled machine for applying membrane curing compound using mechanically pressurized spraying equipment with atomizing nozzles. Provide equipment and controls that maintain the required uniform rate of application over the entire paving area. Provide curing equipment that is independent of all other equipment when production rates are such that the first application of membrane curing compound canndt be accomplished immediately after texturing and after free moisture has disappeared. Hand -operated pressurized spraying equipment with atomizing nozzles may only be used on small or irregular areas or, when permitted, in emergencies due to equipment breakdown. F. Sawing Equipment. Provide power -driven concrete saws to saw the joints shown on the plans. Provide standby power -driven concrete saws during concrete sawing u operations. Provide adequate illumination for nighttime sawing. G. Grinding Equipment. When required, provide self-propelled powered grinding equipment that is specifically designed to smooth and texture concrete pavement using circular diamond blades. Provide equipment with automatic grade control capable of grinding at least a 3-ft. width longitudinally in each pass without damaging the concrete. 300.4. Construction. Obtain approval for adjustments to plan grade -line to maintain thickness over minor subgrade or base high spots while maintaining clearances and drainage. Maintain subgrade or base in a smooth, clean, compacted condition in conformity'with the required section and established grade until the pavement concrete is *placed. Keep subgrade or base damp with water sufficiently in advance of placing pavement concrete. Adequately light the active work areas for all nighttime operations, if required. A. Reinforcing Steel and Joint Assemblies. Accurately place and secure in position all reinforcing steel as shown on the plans. Place dowels at mid -depth of the pavement slab, parallel to the surface. Place dowels for transverse contraction joints parallel to the pavement edge, Tolerances for location and alignment of dowels will be shown on the plans. Stagger the longitudinal reinforcement splices to avoid having more than 1/3 of the splices within a 2-ft. longitudinal length of each lane of the pavement. Use multiple -piece tie bars or drill and epoxy grout tie bars at longitudinal construction joints. 1. Manual Placement. Secure reinforcing bars at alternate intersections with wire ties or locking support chairs. Tie all splices with wire. 2.. Mechanical Placement If mechanical placement of reinforcement results in steel misalignment or improper location, poor concrete consolidation, or other inadequacies, complete the work using manual methods. B. Joints. Install joints as shown on the plans. Clean and seal joints in accordance with Item 438, Cleaning and Sealing Joints and Cracks (Rigid Pavement and Bridge Decks).° Repair excessive spalling of the joint saw groove using an approved method before installing the sealant. Seal all joints before opening the pavement to all. traffic. When placing of concrete is stopped, install a rigid transverse bulkhead, accurately notched for the reinforcing steel and shaped accurately to the cross- section of the pavement 1. Piacing Reinforcement at Joints. Where the plans require an assembly of parts at pavement joints, complete and place the assembly at the required location and elevation with all parts rigidly secured in the required position. Accurately notch joint materials for the reinforcing steel. . QP_? 2. Curb Joints. Provide joints in the curb of the same type and location as the adjacent pavement. Use expansion joint material of the same thickness, type, and quality required for the pavement and of the section shown for the curb. - Extend expansion joints through the curb. Construct curb joints at all transverse pavement joints. For. non -monolithic curbs, place reinforcing steel into the plastic concrete pavement as shown on the plans unless otherwise approved. Form or saw the weakened plane joint across the full width of concrete pavement and through the monolithic curbs. C. Placing and Removing Forms. Use clean and oiled forms. Secure forms on a base or firm subgrade that is accurately graded and that provides stable support without deflection and movement by form riding equipment. Pin every form at least at the middle and near each end. Tightly join and key form sections together.to prevent relative displacement. Set side forms far enough in advance of concrete placement to permit inspection. Check conformity of the grade, alignment, and stability of forms immediately before placing concrete, and make all necessary corrections. Use a straightedge or other approved method to test the top of forms to ensure that the ride quality requirements for the completed pavement will be met. Stop paving operations if forms settle or deflect more than 118 in. under finishing operations. Reset forms to line and grade, and refinish the concrete surface to'correct grade. Avoid damage to the edge of the pavement when removing forms. Repair damage resulting from form removal and honeycombed areas with a mortar mix within 24 hr. after form removal unless otherwise approved. Clean joint face and repair hoheycombed or damaged areas within 24 hr. after a bulkhead for a transverse construction joint has been removed unless otherwise approved. When forms are removed before 72 hr. after concrete placement, promptly apply membrane curing compound to the edge of the concrete pavement. Forms that are not the same depth as the pavement but are within 2 in. of that depth are permitted if the subbase is trenched or the full width and length of the form base is supported with a firm material to produce tfie required pavement thickness. Promptly repair the form trench after use. Use flexible or curved wood or metal forms for curves of 100-ft. radius or less. D. Concrete Delivery. Clean delivery equipment as necessary to prevent accumulation of bid concrete before loading fresh concrete. Use agitated delivery equipment for concrete designed to have a slump of more than 5 in. Segregated concrete is subject to rejection. Place agitated concrete within 60'min. after hatching. Place non-egitated concrete within 45 min. after hatching. in hot weather or under conditions causing quick setting of the concrete, times may be reduced by the Engineer. Time limitations may be extended if the Contractor can demonstrate that the concrete can be properly placed, consolidated, and finished without the use of additional water. E. Concrete Placement. Do not allow the pavement edge to deviate from the established paving line by more than 1/2 in. at any point. Place the concrete asnear as possible to its final location, and minimize segregation and rehandling. Where i hand spreading is necessary, distribute concrete using shovels. Do not use rakes or vibrators to distribute concrete. 1. Pavement. Consolidate all concrete by approved mechanical vibrators operated on the front of the paving equipment. Use immersion -type vibrators that simultaneously consolidate the full width of the placement when machine . finishing. Keep vibrators from dislodging reinforcement. Use hand -operated vibrators to consolidate concrete in areas not accessible to the machine -mounted vibrators. Do not operate machine -mounted vibrators while the paving equipment is stationary. 2. Temperature Restrictions. Place concrete that is between 40°F and 95°F at the time of discharge, except that concrete may be used if it was already in transit when the temperature was found to exceed the allowable maximum. Take immediate corrective action or cease concrete production when the concrete temperature exceeds 95°F. Do not place concrete when the. ambient temperature in the shade is below 40*F and falling unless approved. Concrete may be placed when the ambient temperature in the shade is above 35°F and rising or above 40°F. When temperatures warrant protection against freezing, protect the pavement with an approved insulating material capable of protecting the concrete for the specified curing period. Submit for approval proposed measures to protect the concrete' from anticipated freezing weather for the first 72 hr. after placement. Repair or replace all concrete damaged by freezing. F. Spreading and Finishing. Finish all concrete pavement with approved self- propelled equipment. Use power -driven spreaders, power -driven vibrators, power - driven strike -off, and screed, or -approved alternate equipment. Use the transverse finishing equipment to compact and strike off the concrete to the required section and grade without surface voids. Use float equipment for final finishing. Use concrete with a consistency that allows completion of all finishing operations without addition of water to the surface. Use the minimal amount of water fog mist necessary to maintain a moist surface. Reduce fogging if float or straightedge operations result in excess slurry. 1. Finished Surface. Perform sufficient checks with long -handled 10 ft. and 15-ft. straightedges on the plastic concrete to ensure that the final surface is'within the tolerances specified in the contract documents. Check with the straightedge parallel to the centerline, 2. Maintenance of Surface Moisture. Prevent surface drying of the pavement, before application of the curing system. Accomplish this by fog applications of evaporation retardant on the pavement surface. Apply evaporation retardant at . the rate recommended by the manufacturer. Reapply the evaporation retardant as needed to maintain the concrete surface in a moist condition until curing system is applied. Do not use evaporation retardant as a finishing aid. 3. Surface Texturing. Perform*surface texturing using a combination of a carpet drag and metal tining, if required by the contract documents. Complete final texturing before the concrete has attained its initial set. Draw the carpet drag longitudinally along the pavement surface with the carpet contact surface area adjusted to provide a satisfactory coarsely textured surface. Operate the metal -tine device to obtain grooves spaced at 1 in., approximately 3/16 in. deep, with a minimum depth of 1/8 in., and approximately 1112 in. wide. Do not overlap a previously tined area. Use manual methods for achieving similar results on ramps and other irregular sections of pavements. Repair damage to the edge of the slab and joints immediately after texturing. Do not tine pavement that will be overlaid.. 4. Small or irregular Placements. Where machine placements and finishing of concrete pavement are not practical, use hand equipment and procedures that produce a consolidated and finished pavement section to the line and grade. S. Ernergency Procedures. Use hand-operafed equipment for applying texture, evaporation retardent and cure in the event of equipment breakdown, 0. Curing. Keep the concrete pavement surface from drying by water fogging until the wing material has been applied. Maintain and promptly repair damage to ou 14 rmteda€s on exposed surfaces of concrete pavement continuously for at least 3 curing days. A curing day is defr4�d as a 24-hr. period when either the tamperature taken in the shade away from ardficial Feat is above 5WF for at toast 19 hr. or when the surface temperature of the concreW is mafntalned above 40'F for 24 hr. Cur urg begins when the concrete curing system has been applied. Stop concrete paving if curing compound is not being applied promptly and m$intained adequata€y tither methods of curing its accordance with Item 420, `Goncrste Structures,' may be used when spedfed or approved. 1. Membrane Curing. Mier texturing and immediately after the free surface moisture has disappeared, spmy the conerets surface uniformly with 2 603ts of membrane curing compound at an ind- iduai application rate of not more than 180 sq. it. per gallon. Apply fha first coat within 10 min. after completing texturing operaUons. Apply the second coat within 30 min. after complefng texturing operations. Before and during application, mainisin curing compounds In a untformiy agitated condition, free of settlement Do not thin or dilute the curing compound. Where the coating shows discontinuities or other defects or if rain falls on the rawly coated surface before the film has dried enough to refit damage, apply - addiiional compound at the same rate of coverage to correct the damage. Ensure that the curing compound Costs the sides of the fining grooves. H. Sawing Joints, Saw joints to the depth shown on the plans as soon as sawing Can be accomplished without damage to the pavement regardless of time of day or weather Conditions. Some minor raveling of the saw cut is acceptable. Use a chalk line, string Nne, sawing template, or other approved method to provide a true joint alignment provide enough saws to match the paving production rate to ensure sawing completion at the earliest possible time to avoid unrrontrolled cracking. Reduce paving production if necessary to ensure finely sawing of joins. Promptly restore membrane cure damaged within the first 72 hr. of Curing. 1. ProteWon of Pavement and Opening to Traffic. Testing far early opening is the responsibir`rty of the Contractor regardless of job -control testing responsibilities unless otherwise shown in the plans or directad. Testing result interpretation for opening to traffic is subject to the approval of the Engineer. 9. Protection of Pavement. F-rect and maintain barricades and oth+erstandard and approved devices that will exclude all vehicles and equipment from the newly placed pavement for the periods specified. Before ripening to trafflc, protect the pavement from damage due to crossings using approved methods. !Maintain an adequate supply of sheeting or offi4 material to cover and protect fresh concrete surface from weather damage. Apply as needed to prefect the pavement surface from weather. 2. Opening Pavemant to Traffic. Before npaning to traffic, clean paivement, place stable material against the pavement edges, sear joints, and perform all other traffic safety related work. C P-6 Im .. r W CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW Pursuant to V.T.C.A. Labor Code §406.96 (2000), as amended, Contractor certifies that it provides workers' compensation insurance coverage for all of its employees employed on City of Fort Worth Project Concrete Restoration (2009-14) at Various Locations and City of Fort Worth Project No.01403. CONTRACTOR: f$Tit•/40A JGt.�c17t= By: Name:�iCAAIG$cd Title: D, C', C am t Date: -Z.— 'Z, / a STATE OF TEXAS § COUNTY OF TARRANT § Before me, the undersigned authority, on this day personally appeared *,O lh'i ((7b known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he xecuted)he san)# as the acV and deed of Alex Z-6 for the purposes and consideration therein expressed and in the capacity therein stated. Given Under My Hand and Seal of Office thisA e/ day of 4zle, �, 20 r4 YOLANDA POLK Notary Publi�X&df��� Notary Public Texas STATE OF TEXAS My Comm. Exp. 04-29-12 Bond# 4375705 PERFORMANCE BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we, (1) Estrada Concrete Companv LLC, as Principal herein, and (2) SureTec Insurance Company , a corporation organized under the laws of the State of (3) Texas , and who is authorized to issue surety bonds in the State of Texas, Surety herein, are held and firmly bound unto the City of Fort Worth, a municipal corporation located in Tarrant and Denton Counties, Texas, Obligee herein, in the sum of Six Hundred Fortv One Thousand. One Hundred Dollars and Zero Cents Dollars ($641 ,100.00) for the payment of which sum we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Principal has entered into a certain written contract with the Obligee dated the 26th day of January , 2010, a copy of which is attached hereto and made a part hereof for all purposes, for the construction of Concrete Restoration (2009-14) at Various Locations TPW Protect No. C293-541200-203330140383. NOW, THEREFORE, the condition of this obligation is such, if the said Principal shall faithfully perform the work in accordance with the plans, specifications, and contract documents and shall fully indemnify and hold harmless the Obligee from all costs and damages which Obligee may suffer by reason of Principal's default, and reimburse and repay Obligee for all outlay and expense that Obligee may incur in making good such default, then this obligation shall be void; otherwise, to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of such statute, to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have executed this Instrument. SIGNED and SEALED this 29th day of January , 2010. ATTEST: (Principal) Secretary Estrada Concrete Co., LLC . PRINCIPAL By: �� Name: Franciso Fstratin Title: President (S E A Q Address: 1623 Garza Dallas. TX 75216 469-877-6635 Witness as to Principal SureTec Insurance Company SU A17f;ST: - By: CA x—) 1/ 4Se0f1-9t9RY A �.Al!o^— ) Name: Brady K. Cox Candice Pierson Attorney in Fact (S f-XL) Address: 5741 Leeacv Drive. Suite 10 7 \ ��� Plano. TX 75024 C"ess a6Ao S ety J niferJ. Clark Telephone Number: 469-241-14RR NOTE: (1) Correct name of Principal (Contractor). (2) Correct name of Surety. (3) State of incorporation of Surety Telephone number of surety must be stated. In addition, an original copy of Power of Attorney shall be attached to Bond by the Attorney -in -Fact. The date of bond shall not be prior to date of Contract. w Bond* 41757M PAYMENT BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we, (1) Estrada Concrete Comnanv LLC.. , as Principal herein, and (2) SureTec Insurance Company , a corporation organized and existing under the laws of the State of (3) Texas , as surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation located in Tarrant and Denton Counties, Texas, Obligee herein, in the amount of Six Hundred • • Forty One Thousand. One Hundred Dollars and Zero Cents Dollars ($641,100,00) for the payment whereof, the said Principal and Surety bind themselves and their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents: WHEREAS, the Principal has entered into a certain written contract with the Obligee dated the 26th day of January , 2010, which contract is hereby referred to and made a part hereof as if fully and to the same extent as if copied at length, for the following project: Concrete Restoration (2009-14) at Various Locations TPW Proiect No. C293-541200-203330140383. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully make payment to each and every claimant (as defined in Chapter 2253, Texas Government Code, as amended) supplying labor or materials in the prosecution of the work under the contract, then this obligation shall be void; otherwise, to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statute, to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have executed this instrument. SIGNED and SEALED this 29th day of January , 2010. ON I ATTEST: M (Principal) Secretary (SEAL) Witness as to Principal ATTEST: e Candice Pierson Y� 1S) Wi S a"o Su ennifer J. Clark Estrada Concrete Co.. LLC PRINCIP __ 43r By: Name: Franciso Estrada Title: President Address: 1623 Garza Dallas. TX 75216 469-877-6635 SureTec Insurance Corn any SURE By: V_iAU Name: Brady K. Cox Attorney in Fact Address: 5741 Leeacv Drive. Suite 210 Plano, TX 75024 Telephone Number, 469-24 -1488 NOTE: (1) Correct name of Principal (Contractor). (2) Correct name of Surety. (3) State of incorporation of Surety Telephone number of surety must be stated. In addition, an original copy of Power of Attorney shall be attached to Bond by the Attorney -in -Fact. The date of bond shall not be prior to date of Contract. THE STATE OF TEXAS § COUNTY OFTARRANT § KNOW ALL BY THESE PRESENTS: That principal, and, of the State of Bond# 4375705 MAINTENANCE BOND Estrada Concrete Comoanv LLC. ("Contractor"),as SureTec Insurance C j=py a corporation organized under the laws Texas , ("Surety"), do hereby acknowledge themselves to be held and bound to pay unto the City of Fort Worth, a Municipal Corporation chartered by virtue of Constitution and laws of the State of Texas, ("City") in Tarrant County, Texas, the sum Six Hundred Forty One Thousand One Hundred Dollars and Zero Cents Dollars ($641,100.00) lawful money of the United States, for payment of which sum well and truly be made unto said City and its successors, said Contractor and Surety do hereby bind themselves, their heirs, executors, administrators, assigns and successors, jointly and severally. This obligation is conditioned, however, that: WHEREAS, said Contractor has this day entered into a written Contract with the City of Fort Worth, dated the 26th of January , 2010, a copy of which is hereto attached and made a part hereof, for the performance of the following described public improvements: Concrete Restoration (2009-14) at Various Locations the same being referred to herein and in said contract as the Work and being designated as project number(s) TPW Protect No. C293.541200-203330140383 and said contract, including all of the specifications, conditions, addenda, change orders and written instruments referred to therein as Contract Documents being incorporated herein and being made a part hereof; and, WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work that it will remain in good repair and condition for and during a period of after the date of the final acceptance of the work by the City; and WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term of 2 (Two) Years ; and WHEREAS, said Contractor binds itself to repair or reconstruct the Work in whole or in part at any time within said period, if in the opinion of the Director of the City of Fort Worth Department of Transportation and Public Works, it be necessary; and, WHEREAS, said Contractor binds itself, upon receiving notice of the need therefore to repair or reconstruct said Work as herein provided. NOW THEREFORE, if said Contractor shall keep and perform it said agreement to maintain, repair or reconstruct said Work in accordance with all the terms and conditions of said Contract, these presents shall be null and void, and have no force or effect. Otherwise, this Bond shall be and remain in full force and effect, and Bond# 4375705 the City shall have and recover from Contractor and Surety damages in the premises as prescribed by said Contract. This obligation shall be a continuing one and successive recoveries may be had hereon for successive breaches until the full amount hereof is exhausted. IN WITNESS WHEREOF, this instrument is executed in 6 counterparts, each of which shall be deemed an original, this . 29th day of January , A.D. 2010. Estrada Concrete Co., LLC PRINCIPA ATTEST: By: Name: Franciso Estrada (Principal) Secretary Title: President (S E A Q Address: 1623 Garza Dallas, TX 75216 469-877-6635 Witness as to Principal SureTec Insurance Company SURF - A By:4 Name: Brady x.(Cox + re*.T £andice Pierson Attomey in Fact (S EA LY Address: 5741 Legacy Drive, Suite 210 Plano. TX 75024 4 + Wit ss a Sur ifer J. Clark Telephone Number: 469-241-1488 NOTE: (1) Correct name of Principal (Contractor). + (2) Correct name of Surety. (3) State of incorporation of Surety Telephone number of surety must be stated. In addition, an original copy of Power of + Attorney shall be attached to Bond by the Attorney -in -Fact. The date of bond shall not be prior to date of Contract. e do ,. SureTec Insurance Company THIS BOND RIDER CONTAINS IMPORTANT COVERAGE INFORMATION Statutory Complaint Notice To obtain information or make a complaint: You may call the Surety's toll free telephone number for information or to make a complaint at: 1-866-732-0099. You may also write to the Surety at: SureTec Insurance Company 5000 Plaza on the Lake, Suite 290 Austin, TX 78746 You may contact the Texas Department of Insurance to obtain information on companies, coverage, rights or complaints at 1-800-252-3439. You may write the Texas Department of Insurance at PO Box 149104 Austin, TX 78714-9104 Fax#: 512475-1771 PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim, you should contact the Surety first. If the dispute is not resolved, you may contact the Texas Department of Insurance. Terrorism Risks Exclusion The Bond to which this Rider is attached does not provide coverage for, and the surety shall not be liable for, losses caused by acts of terrorism, riot, civil insurrection, or acts of war. Exclusion of Liability for Mold, Mycotoxins, Fungi & Environmental Hazards The Bond to which this Rider is attached does not provide coverage for, and the surety thereon shall not be liable for, molds, living or dead fungi, bacteria, allergens, histamines, spores, hyphae, or mycotoxins, or their related products or parts, nor for any environmental hazards, bio-hazards, hazardous materials, environmental spills, contamination, or cleanup, nor the remediation thereof, nor the consequences to persons, property, or the performance of the bonded obligations, of the occurrence, existence, or appearance thereof. Rev 11.11.03 EN POA #: 4221050 SureTec Insurance Company LIMITED POWER OF ATTORNEY Know All Men by These Presents, That SURETEC INSURANCE COMPANY (the "Company'), a corporation duly organized and existing tinder the laws of the State of Texas, and having its principal office in Houston, Harris County, Texas, does by these presents make, constitute and appoint William D. Baldwin, Brady K. Cox, Michael B. Hill, Brent Baldwin, Brock Baldwin, Jennifer J. Clark its true and lawful Attorney -in -fact, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings or other instruments or contracts of suretyship to include waivers to the conditions of contracts and consents of surety, providing the bond penalty does not exceed Five Million Dollars and no/100 ($5,000,000.00) and to bind the Company thereby as fully and to the same extent as if such bond were signed by the President, sealed with the corporate seal of the Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attomey(s)-in-Fact may do in the premises. Said appointment shall continue in force until 12/31/12 and is made under and by authority of the following resolutions of the Board of Directors of the SureTec Insurance Company: Be it Resolved, that the President, any Vice -President, any Assistant Vice -President, any Secretary or any Assistant Secretary shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attomey(s)-in-Fact to represent and act for and on behalf of the Company subject to the following provisions: Attorney -in -Fact may be given full power and authority for and in the name of and of behalf of the Company, to execute, acknowledge and deliver, any and all bonds, recognizances, contracts, agreements or indemnity and other conditional or obligatory undertakings and any and all notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Attorney -in -Fact shall be binding upon the Company as if signed by the President and sealed and effected by tht: Corporate Secretary. Be it Resolved that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached. (Adopted at a meeting held on 200 of April, 1999.) s lit Witness Whereof, SURETEC INSURANCE COMPANY has caused these presents to be signed by its President, and its corporate seal to be hereto affixed this 28th day of October, A.D. 2008. mow, SURETEC INSY610E COMPANY 44 t �. `F By: w l to �. B.J. Ki resident State of Texas ss: County of Hams -' On this 28h day of October, 2008 before me personally came B.J. King, to me known, who, being by me duly sworn, did depose and say, that he resides in Houston, Texas, that he is President of SURETEC INSURANCE COMPANY, the company described in and which executed the above instrument; that he knows the seat of said Company; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said Company, and that he signed his name thereto by like order. Mich7DnnNoStatal PW, V, j!'iar Michelle Denny, Notary P iic i My commission expires August 27, 2012 1, M. Brent Beaty, Assistant Secretary of SURETEC INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Company, which is still in full force and effect; and furthermore, the resolutions of the Board of Directors, set i out in the Power of Attorney are in full force and effect. Given under my hand and the seal of said Company at Houston, Texas thix 29th day ©f January 20 10 , A.D. s~ _ �K Brent Beaty, Assis ant Secretary Any instrument issued in excess of the penalty stated above is totally void and without any validity. For verification of the authority of this power you may call (713) 812-0800 any business day between 8:00 am and 5.00 pm CST. -4 CITY OF FORT WORTH, TEXAS CONTRACT THE STATE OF TEXAS KNOW ALL MEN BY THESE PRESENTS: COUNTY OF TARRANT This agreement made and entered into this the 26th day of January , 20 10 by and between the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas, organized and existing under and by virtue of a special charter adopted by the qualified voters within said City on the 11th day of December, A.D., 1924, under the authority (vested in said voters by the "Home Rule" provision) of the Constitution of Texas, and in accordance with a resolution duly passed at a regular meeting of the City Council of said city, and the City of Fort Worth being hereinafter termed Owner, and Estrada Concrete Companv LLC, HEREINAFTER CALLED Contractor. WITNESSETH: That said parties have agreed as follows: 1. That for and in consideration of the payments and agreements hereinafter mentioned to be made and performed by the Owner, and under the conditions expressed in the bond bearing even date herewith, the said Contractor hereby agrees with the said Owner to commence and complete the construction of certain improvements described as follows: CONCRETE RESTORATION (2009-141 AT VARIOUS LOCATIONS Designated as project number: C293-541200-203330140383. 0 That the work herein contemplated shall consist of furnishing as an independent contractor all labor, tools, appliances and materials necessary for the construction and completion of said project in accordance with the Plans and Specifications and Contract Documents prepared by the Transportation and Public Works Department of the City of Fort Worth adopted by the City Council of the City of Fort Worth, which Plans and Specifications and Contract Documents are hereto attached and made a part of this contract the same as if written herein. OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX C-1 0 The Contractor hereby agrees and binds himself to commence the construction of said work within ten (10) days after being notified in writing to do so by the Transportation and Public Works Department of the City of Fort Worth. 4. The Contractor hereby agrees to prosecute said work with reasonable diligence after the commencement thereof and to fully complete and finish the same ready for the inspection and approval of the Transportation and Public Works Department of the City of Fort Worth and the City Council of the City of Fort Worth within a period of 150 (ONE HUNDRED FIFTY) (calendar) working days. If the Contractor should fail to complete the work as set forth in the Plans and Specifications and Contract Documents within the time so stipulated, plus any additional time allowed as provided in the General Conditions, there shall be deducted from any monies due or which may thereafter become due him, the sum of $ 210.00 per calendar day, not as a penalty but as liquidated damages, the • Contractor and his Surety shall be liable to the Owner for such deficiency. 5. Should the Contractor fail to begin the work herein provided for within the time herein fixed or to carry on and complete the same according to the true meaning of the intent and terms of said Plans, Specifications, and Contract Documents, then the Owner shall have the right to either demand the surety to take over the work and complete the same in accordance with the Contract Documents or to take charge of and complete the work in such a manner as it may deem proper, and if, in the completion thereof, the cost to the said City shall exceed the contract price or prices set forth in the said Plans and Specifications made a part hereof, the Contractor and/or its Surety shall pay said City on demand in writing, setting forth and specifying an itemized statement of the total cost thereof, said excess cost. Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not anv such iniurv, damage or death is caused, in whole or in part, by the negligence or alleged negligence of Owner, its officers, servants, or employees. Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or destruction to property of the Owner arising from the performance of any of the terms and conditions of this OFFICIAL RECORD C_2 CITY SECRETARY FT. WORTH, TX Contract, whether or not any such iniury or damaqe is caused in whole or in part by the negligence or alleqed negliaence of Owner, its officers. servants or emplovees. In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or .. (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. 7. The Contractor agrees, on the execution of this Contract, and before beginning work, to make, execute and deliver to said City of Fort Worth good and sufficient surety bonds for the faithful performance of the terms and stipulations of the Contract and for the payment to all claimants for labor and/or materials furnished in the prosecution of the work, such bonds being as provided and required in Texas Government Code Section 2253, as amended, in the form included in the Contract Documents, and such bonds shall be 100 percent (100%) of the total contract price, and the said surety shall be a surety company duly and legally authorized to do business in the State of Texas, and acceptable to the City Council of the City of Fort Worth. M Said City agrees and binds itself to pay, and the said agrees to receive, for all of the aforesaid work, and for all additions thereto or deductions therefrom, the price shown on the Proposal submitted by the successful bidder hereto attached and made a part hereof. Payment will be made in by -weekly 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 SIX HUNDRED FORTY ONE THOUSAND, ONE HUNDRED DOLLARS AND ZERO CENTS $641.100.00 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX C-3 40 a It is further agreed that the performance of this Contract, either in whole or in part, shall not be sublet or assigned to anyone else by said Contractor without the written consent of the Director of the Transportation and Public Works Department. 10. The Contractor agrees to pay at least the minimum wage per hour for all labor as the same is classified, promulgated and set out by the City of Fort Worth, Texas, a copy of which is attached hereto and made a part hereof the same as if it were copies verbatim herein. The Contractor shall procure and shall maintain during the life of this contract insurance as specified in paragraph 8 of Special Instruction to Bidders of this contract documents. 12. It is mutually agreed and understood that this agreement is made and entered into by the parties hereto with references to the existing Charter and Ordinances of the City of Fort Worth and the laws of the State of Texas with references to and governing all matters affecting this Contract, and the Contractor agrees to fully comply with all the provisions of the same. IN WITNESS WHEREOF, the City of Fort Worth has caused this instrument to be signed in Six 6 counterparts in its name and on its behalf by the City Manager and attested by its Secretary, with the corporate seal of the City of Fort Worth attached. The Contractor has executed this instrument through its duly authorized officers in Six 6 counterparts with its corporate seal attached. OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX C-4 so Done in Fort Worth, Texas, this the 26th day of January , 2010 APPROVED: 1. �o �i DIRECT , TRA ORTATION AND PUBLIC WORKS DEPARTMENT (Contractor) BY: T i'�.�4nIG� sc,a•4 (Representative) �i�51 D �.✓ i (TITLE) �6z3 <714.c101-1 Air (Address) !�/A� A5 'Tk . %SZ / !c (City/State/Zip) me r Revised June 2008 CITY OF FORT WORTH �� ASSISTANT CITY MANAGER ATTEST: CITY SECREARY,���� (SEAL) ,' G'���;+~���, Aoa�011 0 0 d�� 0 _rmo* ° a p5 APPROVED AS TO FORM & LEGALITY: AS*�l NT-Y'ATTORNEY —1 -'� q �-aD Contract Auth.orizatioa Date OFFICIAL. RECORD CITY SECRETARY FT. WO", , Tit C-5 Project Name: City Project Number: Street Maintenance Work Notice As a part of the City of Fort Worth's street Maintenance Program, has been contracted to repair your street. During the maintenance work, there will be a brief time that you may not have access to your residence or business. On the day specified below, vehicles can not be parked on the street. Also, please turn off your sprinkler adjacent to the street. If you have any questions or concerns, please contact contractor at If we are not able to resolve your concerns to your satisfaction, you may contact City of Fort Worth Inspector at Monday — Friday between 7:30 AM and 4:30 PM After 4:30 PM and on weekends, call (817)392-8100 Expected Construction dates _ Block Limits Street Name Project Limits (Weather Permitting) 1100-1200 Brown street Yates Ave to Keller Springs Pkwy From 5/5/08 to 5/29/08 Nombre del proyecto: Numero del proyecto: Notificacion del Mantenimiento de la Calle Como parte del programa de mantenimiento de las Calles de la Ciudad de Fort Worth, ha sido contratado para reparar su calle. Durante este trabajo de mantenimiento, Habra un tiempo breve en que no tenga acceso a su hogar o negocio. En los dias especificados abajo, vehiculos no deben estacionarse el la calle. Tambidn, por favor apague su sistema de regar el crisped cerca de la calle. Si tiene alguna pregunta o preocupaci6n, por favor flame al contratista al Si no resuelve su preocupacion a su satisfacci6n, puede tambidn Ilamar a la Oficina de inspecci6n de la Ciudad de Fort Worth al , de lunes a viernes entre las 7:30 AM y 4:30 PM Despuds de las 4:30 PM o en los fines de semana flame al (817) 392-8100 Limites Nombre limites Fechas de construcci6n de la cuadra de la Calle de proyecto Permitiendo el estado de tiemvo 1 100-1200 Brown Street Yates Ave a Keller Springs Pkwy de 5/5/08 a 5/29/08 PROJECT DESIGNATION SIGN 41-DII >� A Fo,RT WORT H.--- PMS 288 PMS 167 Mw 3" 3" ' 1 HEET MAINTENANCE No = 3" PROGRAM I O 311 Wit- 1 '/2 = Contractor: 2 „ n r is Name/2 21/2Co t acto /2 1'/2" TELEPHONE NUMBER 16'/2'' v v FORT WORTH IN LOGO- CHELTINGHAM BOLD ALL OTHER LETTERING IN ARIAL BOLD w LOGO COLORS: FORT WORTH - PMS 288 LONGHORN LOGO- PMS 167 bw JOINT SEALANT. SEE JOINT DETAIL 2 VERTICAL CUT SAW V) SEE TABLE 0 IN • d • X= • d• • .e • • • ' EXISTING NO. 3 BARS C�624" /� C—C BOTH WAYS EXISTT. SUBGRADE PER. TYPICAL ri rr rr �T\�ii/i,,i SA WED DUMM Y JOIN T NOT TO SCALE TRANSVERSE EXPANSION JOINT FORMED GROOVE ROUNDED TO'/4" RADIUS WITH SILICONE JOINT SEALANT AND REDWOOD EXPANSION JOINT NO. 6X24 " SMOOTH DOWEL -- FILLER. REPLACE FILLER IF NEEDED. La24 " C—C SEE JOINT DETAIL t _ 16" DOWEL COATING *SEE TABLE 2"MIN. 1 1/4" MIN. CLEARANCE I i`� BAR STOP •. a ►— �•d •' - DOWEL SLEEVE OR CAP —_ � •-- — — �10 /16 TOCURED � DOWEL & BE SEN0. 3 BARS @ 24" DOWEL SUPPORT EXIST. SUBGRADE�PER N0. 3 BARS @ 24" C—C BOTH WAYS �R BASKET TYP. ROADWAY SECTIO C—C BOTH WAYS EXIS TING TRANS VERSE EXPANSION JOIN T NOT TO SCALE TRAVERSE EXPANSION JOINT WITHOUT DOWEL SUPPORT BASKET SEE DETAIL 1 12" NO.5X24" SMOOTH DOWEL @ 24" C-C AND EPDXYED IN 12" FILLLER REDWOODr2-MI1 1/4" MIN CLEARANCE-PATERIAL�#4 18" C-C iBAR STOP � z //Ln �—V*'X I ST. CONC. PAVEM.WHI A d flEE TABL////j/////////// i wY .a -PROP. PAVEMENT TTOWFIT EL S#5EDOWEVE L aABE w PROP. SECURED G� EXIST. SUBGRADE PER. TYPICAL R illll Iilll Iilll TRANS VERSE EXPANSION CONS TRUC TION BU T T JOIN T (BE T WEEN EXIS T. AND PROP. PA VEMEN T) NOT TO SCALE 15" TRANSVERSE CONSTRUCTION BUTT JOINT WITH NO. 5 DOWELED & EPDXIED SILICONE JOINT SEALANT. SEE JOINT DETAIL 2 BARS @ 24 O.C''-� #4@18" C-C l EXISTIN�CONCRETE SLAB NEW CONCRETE SLAB u T/2 Z T xI w NO. 3 BARS @ 24 C—C BOTH WAYS g - o . . o ■ EXIST. SUBGRADE PER. TYPICAL onenWAY crrTinm TRANS VERSE CONS TRUC TION BU T T JOIN T NOT TO SCALE LONGITUDINAL CONSTRUCTION BUTT JOINT WITH 15" SILICONE JOINT SEALANT. SEE JOINT DETAIL No. 2 Ni). x 30" DOWEL #4 @ jj18" C-C ELI EXISTING CONCRETE SLAB NEW CONCRETE SLAB L_ w /0A NO. 3 BARS @ 24" E� T. SUBGRADE PER. TYPICAL C-C BOTH WAYS ROADWAY SECTION ~� L ONCI TUDINAL CONS TRUC TION BU T T JOIN T NOT TO SCALE SILICONE JOINT SEALANT (REMOVE & REPLACE) t3/4" • u m SILICONE JOINT � II SEALANT •I • in POLYETHYLENE BOND a~ t \ ° BREAKER TAPE o • _,• .. ( REMOVE & REPLACE) \ ,-SAWED JOINT FACE � , REDWOOD EXPANSION Z • #6 SMOOTH JOINT FILLER o �° (EXISTING REBAR) (EXISTING TO BE REPLACED- %%%%% 3/8" D I A. CLOSED • ° 1F ADJACENT PAVEMENT SLAB c� �.::��%��CELL EXPANDED • • // IS TO BE REPLACED) POLYETHYLENE FOAM N ° BACKER ROD EXISTING DOWEL w h SUPPORT BASKET JOIN T DE TAIL NO. 1 JOIN T DE TAIL NO. 2 SEAL FOR TRANS VERSE SEAL FOR SA WED EXPANSION JOINT DUMMY JOINT NOT TO SCALE NOT TO SCALE NOTES: A- DETAIL JOINT 1& 2 APPLY TO JOINTS WITH EXISTING PAVEMENT SECTIONS ON BOTH SIDES OF CENTERLINE OF JOINT & WHERE CONTRACTOR IS CLEANING & REMOVING EXISTING JOINT MATERIAL & REPLACING WITH SILICONE JOINT SEALANT B- DETAIL JOINT 1 & 2 APPLY TO JOINTS WITH EXISTING PAVEMENT SECTIONS NEXT TO REPLACED CONCRETE SECTIONS Tww -a STEEL REINFORCEMENT PLACEMENT PAVEMENT CLEAR DISTANCE TH I CKNE,U FROM FACE OF PAVEMENT T = 6" 2" T = 7" 2 1/3" T = 8" 2 2/3" NOTE: ALL DOWELS TO BE PLACED @ T/2 r., ro", r— #3 "U" BARS 0 18" O.C. THESE BARS MUST BE PLACED AT THE TIME THE PAVING SLAB IS POURED 2'-0' I 1' - 4 114 13r4 6' NO, 4 BARS 18" co 1/2"R C—C BOTH WAYS EXISTING �• I-W �a SWK SLOPE 1 /4" P CONCRETE `' P" fOOT iuU _ TAMPED TOPSOIL .f 3l"1 a\. - - . ,� #3 CONT. ; TAMPED Q iSELECT ° 13ACKFIL -- - i EXISTING J SUBGRADE 12' 3" 1'-6' 3" 6' 7" CURB REPAIR DETAIL NOT TO SCALE FOOT z W a WNIMUM EXCAVATION OUTLINE FOR STREET CONSTRUCTION #4 "U" BARS ® 18" O.C. THESE BARS MUST BE PLACED AT THE TIME THE PAVING SLAB IS POURED 1 N4" �{ NO. 4 BARS 18" 3"- C-C BOTH WAYS 1 /8" SLOPE C /1 /2"R PAVING SLAB �'' i� A` —#3 CONT. Y3"R a i ONSTRUCTION 2 1/3"I e_� - - JOINT 1 1.-1 1 /2" I PROP. .SUBGRADE PER...TYPACiLa ROADWAY SECTION SUPERIMPOSED CURB NOT TO SCALE NOTE: IF CURB SECTION IS POURED AFTER THE PAVING SLAB HAS BEEN CONSTRUCTED, THE SECTION MAY BE USED AS AN ALTERNATE METHOD FOR CONSTRUCTING THE ATTACHED CURB. NO. 4 BARS 18" C-C BOTH WAYS 1/8" SLOPE 1/2"R PAVING SLAB •3"R • PAY i umrT 2 1/3, PROP. SUBGRADE PER ICA� ROADWAY SECTION MONOLITHIC CURB NOT TO SCALE (FOR ATTACHED CURB) CURB & GUTTER 5' MIN. I j UN4C LE I z Lo 5' MIN. I I 5' MIN. I I I r- I UNA 5' MIN. 25' 28, ASPHALT I TABLE CURB & GUTTER ASPHALT PAVEMENT SPOT REPAIR NOTES TYPICAL 28' WIDE PAVEMENT 1. THE FOUR SIDES OF THE CUT SHALL BE NEATLY SAWED WITHOUT ROUGH EDGES. 2. ANY REMAINING PAVEMENT BETWEEN FORT CITY OF FORT WORTH, TEXAS SPOT REPAIRS MUST BE A MINIMUM ASPHALT. PAVEMENT. SPOT REPAIR OF 5' IN ALL DIRECTIONS. DATE: 09/2004 PVR-003 I I I I It I I 1 1 I I 1 NOTES 1. EXISTING CONCRETE SHALL BE SAW CUT FULL DEPTH. 2. DRILL AND GROUT NO.5 x 24" TIE BARS AT 24" C-C PENATRATE MIN. 6" INTO EXISTING PAVEMENT. 3. SPLICE NO. 3 BARS TO THE NO.5 TIE BAR WITH A MINIMUM 12" OVERLAP. 4. AT EXPANSION JOINT USE REDWOOD EXPANSION JOINT FILLER AND NO.6 x 24" SMOOTH DOWEL AT 24" C-C. y 5'MIN. /- CURB / 5'MIN. 5'MIN. 5'MIN. CURB J #3 BARS 0 24" O.C.B.W. SAW CUT EXISTING STEEL IN PAVEMENT SHALL BE CUT. EXIST. CONC. PAVEMENT EXIST. STEL/L 6 - 18" 6" 18" -I I I"`I I I -III -III- I -III -I 11=1 11=1 I I -I 11=1 I j=1 I I -III -III' IllilllllilllllilllllEElll illllilllllilllllilllllilllllilllllilllllillllliI lill TYPICAL PARTIAL PANEL REPLACEMENT IN REINFORCED CONCRETE PAVEMENT SAWED OR CONSTRUCTED JOINT t JOINT JOINT DEPTH PAVEMENT JOINT THICKNESS DEPTH T - 5" 1-1/4" T - 6" 1-1/2" T - 7" 1-3/4" 5' T - 8" 2" MIN. ORTWORT CITY OF FORT WORTH, TEXAS DATE: 09/2004 %%.,irop-,TYPICAL PARTIAL PANEL REPLACEMENT IN REINFORCED CONCRETE PAVEMENT PVR-006 Blk Limits STREET NAME CONCRETE RESTORATION (2009-14) STREET LIMITS 4600 - 6599 BRYANT IRVIN RD SOUTHWEST LOOP 820 - MIRA VISTA BLVD 3100 - 3599 CHAPEL CREEK BLVD IH 30 EB CHAPEL CREEK RAMP - CAMP BOWIE WEST BLVD 6904 - 6953 ELLIS RD MILAM ST - SHELMAN TRL 5000 - 6899 GRANBURY RD SOUTHWEST LOOP 820 - DAN DANCIGER RD 7962 - 7999 GRAND TETON TRL KLAMATH MOUNTAIN RD - REDWOOD TRL 2500 - 2599 N HOUSTON ST NW 25TH ST - NW 26TH ST 4600 - 4999 S HULEN ST SOUTHWEST LOOP 820 - OVERTON RIDGE BLVD 5000 - 6099 S HULEN ST OVERTON RIDGE BLVD - GRANBURY RD 500 - 999 MEACHAM BLVD GOLDSPIKE DR - BLUE MOUND RD 1800 - 2349 MEACHAM BLVD RxR OVERPASS - MARK IV PKWY 2500 - 2549 MEACHAM BLVD GEMINI PL - N 1-35 W FWY 7620 - 7707 MISTY RIDGE DR N GREENFERN LN - GOLDROCK DR 5400 - 5499 NAVAJO BRIDGE TRL KLAMATH MOUNTAIN RD - ROGUE RIVER TRL 7400 - 7499 OAKMONT BLVD HARRIS PKWY - BRYANT IRVIN RD 8000 - 8099 PALOVERDE DR COCONINO CT - SENECA DR 8250 - 8299 QUACHITA CROSSOVER ST LAKE MEAD TRL - HIBBS DR 5700 - 6399 SANDSHELL DR FOSSIL CREEK BLVD - NORTH FWY SR NB 7500 - 7699 SILVER SAGE DR BRACKEN DR - GREENFERN LN 2800 - 3699 N SYLVANIA AVE NE 28TH ST - E LONG AVE 3700 - 4199 N SYLVANIA AVE E LONG AVE - RxR TRACKS 4600 - 4699 N SYLVANIA AVE MEACHAM BLVD - POLARIS DR CD Map Sy 3 88X 1700 3 72P 1100 4 80B 1605 6 890 3500 4 36L 25 2 62F 525 3 89K 600 3 89N 95 2 48Q 350 2 49P 850 2 49Q 400 4 36N 65 4 36L 100 3 88U 255 4 36J 70 4 36G 35 4 35Y 160 4 36P 170 2 63G 1.03 4 49Y 680 4 49Q 300 12,586.03