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Contract 38918
mm CITY SECRET CONTRACT Np SPECIFICATIONS AND CONTRACT DOCUMENTS FOR ,., H.M.A.C. HOT IN -PLACE RECYCLING (2009-3) .. CITY OF FORT WORTH, TEXAS CITY PROJECT NO. 01313 TPW PROJECT NO. C293-541200-206620131383 2009 MIKE MONCRIEF MAYOR DALE A. FISSELER, P.E. CITY MANAGER WILLIAM A. VERKEST, P.E., DIRECTOR TRANSPORTATION AND PUBLIC WORKS DEPARTMENT GEORGE BEHMANESH, P.E., ASSISTANT DIRECTOR TRANSPORTATION AND PUBLIC WORKS DEPARTMENT PREPARED BY TRANSPORTATION AND PUBLIC WORKS DEPARTMENT INFRASTRUCTURE GROUP OF r -------------------- •.�• P �" OFFICIAL RECORD S.•s CITY SECRETARY�N�S �RALiAH ... FT. WORTH, TX ,...:...i.......too ��, , �. 08823 ;P ua-04-0 9 PO4: 15 IN CIM,� of ��1/°i l &L, Review Page 1 of 2 „" Official site of the City of Fort Worth, Texas CITY COUNCIL AGENDA FoR_ �TWoRTH COUNCIL ACTION: Approved on 7/14/2009 DATE: 7/14/2009 REFERENCE C-23657 LOG NAME: 20HMAC HOT IN -PLACE NO.: RECYCLING 2009-3 CODE: C TYPE: NOW PUBLICCONSENT HEARING: NO SUBJECT: Authorize a Contract in the Amount of $2,742,700.00 with Cutler Repaving, Inc., for Hot Mix Asphaltic Concrete Hot In -Place Recycling at Twenty -Eight Locations RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with Cutler Repaving, Inc., in the amount of $2,742,700.00 for 90 working days for Hot Mix Asphaltic Concrete .. Hot In -Place Recycling at 28 locations listed on the attachment. DISCUSSION: In the Fiscal Year 2008-2009 Contract Major Maintenance Program, various types of street maintenance techniques are grouped into specific contract packages. Hot Mix Asphaltic Concrete (HMAC) Hot In -Place Recycling (2009-3) at 28 Locations provides for resurfacing of existing pavement and base for asphalt streets 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 March 12, 2009, and March 19, 2009, in the Fort Worth Star - Telegram. On April 19, 2009, the following bid was received: Bidder Cutler Repaving, Inc. Amount $2,742,700.00 Cutler Repaving, Inc., is in compliance with the City's MNVBE Ordinance by committing to six percent MNVBE participation and documenting good faith effort. Cutler Repaving, Inc., identified several subcontracting and supplier opportunities. However, the MNVBEs contacted in the areas identified did not submit the lowest bids. The City's goal on this project is nine percent. This project is located in ALL COUNCIL DISTRICTS. FISCAL INFORMATION/CERTIFICATION: The Financial 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 206620131383 $2,742,700.00 r Submitted for City Manager's Office by, Fernando Costa (8476) http://apps.cfwnet.org/council_packet/mc.-review.ast)?ID=l 1698&councildate=7/14/2009 7/20/2009 M&C Review Page 2 of 2 r Originating Department Head: William Verkest (8255) ,r Additional Information Contact:, George Behmanesh (7914) ATTACHMENTS me Locations HMAC 2009-3adf MAP HMAC 2009-3 Page !.of MAP HMAC 2009-3 Page 2.pdf MAP HMAC 2009-3 Page 3pdf MAP HMAC 2009-3 Page 4.pdf MAP HMAC 2009-3 PAGE_ 5 _pdf MAP HMAC 2009-3 Page 6pdf MAP HMAC 2009-3 Page 7.pdf MAP HMAC2009-3 Pa a 8. f .o no ma http://apps.cfwnet.org/council_packet/mc_review.asp?ID=11698&councildate-7/14/2009 7/20/2009 �d ow .w mb ro w ow AN i SPECIFICATIONS AND CONTRACT DOCUMENTS FOR H.M.A.C. HOT IN -PLACE RECYCLING (2009-3) AT VARIOUS LOCATIONS IN THE CITY OF FORT WORTH, TEXAS CITY PROJECT NO. 01313 TPW PROJECT NO. C293-541200-206620131383 1 7_ c NAJIB 6kRES, P E., DATE INFRASTRUCTURE MANAGER TRANSPORTATION AND PUBLIC WORKS DEPARTMENT ZDAVID TOWNSEND, P. E., ENGINEERING MANAGER WATER DEPARTMENT 3-17-©; DATE TABLE OF CONTENTS 1. Notice to Bidders 2. Special Instructions to Bidders 3. Prevailing Wage Rates 4. Proposal 5. Vendor Compliance 6. Minority and Women Business Enterprise Specifications 7. Special Provisions 8. Contractor Compliance with Worker's Compensation Law i 9. Certificate of Insurance 10. Equipment Schedule 11. Experience Record 12. Performance Bond 13. Payment Bond 14. Maintenance Bond 15. Contract 16. Notice of Construction Detail 17. Project Designation Sign Detail 18. Other Details 19. Street Locations ~' Sealed Proposals for the following: w CITY OF FORT WORTH, TEXAS HOT IN -PLACE RECYCLING (2009-3) CITY PROJECT No. 01313 TPW PROJECT NO. C293-541200-206620131383 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, April 9, 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 10:00 A.M. Tuesday, March 24, 2009, in the Transportation and Public Works Conference Room, 2nd Floor, Municipal Building, RM 270. The major work on the above -referenced project shall consist of the following: Paving Improvements: yr 137,000 L.F. 1 Inch to 0 Inch Wedge Milling Deep, 5 Ft Wide 20,500 TON 1 Inch Surface Course Type "D" Mix 330,000 S.Y. 1 Inch HMAC Hot In -place Recycling 35,000 GALLON Rejuvenated Oil 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: March 12, 2009 March 19, 2009 WILLIAM A. VERKEST, P.E., DIRECTOR TRANSPORTATION AND PUBLIC WORKS DEPARTMENT By: Riad Nusrallah, P.E Street Program Manager LZ__J IM SPECIAL INSTRUCTIONS TO BIDDERS 1. BID SECURITY: Cashier's check or an acceptable bidder's bond payable to the City of Fort Worth, in an amount of not less than 5 percent of the largest possible total of the bid submitted must accompany the bid, and is subject to forfeit in the event the successful bidder fails to execute the contract documents within ten days after the contract has been awarded. To be an acceptable surety on the bid bond, the surety must be authorized to do business in the state of Texas. In addition. the surety must (1) hold a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law; or (2) have obtained reinsurance for any liability in excess of $100,000 from a reinsures that is authorized and admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law. Satisfactory proof of any such reinsurance shall be provided to the City upon request. The City, in its sole discretion, will determine the adequacy of the proof required herein. .. 2. PROPOSAL: After proposals have been opened and read aloud, the proposals will be tabulated on the basis of the quoted prices, the quantities shown in the proposal, and the application of such formulas or other methods of bringing items to a common basis as may be established in the Contract Documents. The total obtained by taking the sum of the products of unit prices quoted and the estimated quantities plus any lump sum items and such other quoted amounts as may enter into the cost of the completed project will be considered as the amount of the bid. Until the award of the contract is made by the Owner, the right will be reserved to reject any or all proposals and waive technicalities, to re -advertise for new proposals, or to proceed with the work in any manner as maybe considered for the best interest of the Owner. The quantities of work and materials to be furnished as may be listed in the proposal forms or other parts of the Contract Documents will be considered as approximate only and will be used for the purpose of comparing bids on a uniform basis. Payment will be made to the Contractor for only the actual quantities of work performed or materials furnished in strict accordance with the Contract Documents and Plans. The quantities of work to be performed and materials to be furnished may be increased or decreased as 1W 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. .. SPECIAL INS IRUC'TIONS I'o BIDDERS -I- M low 4. AWARD OF CONTRACT: The contract, if awarded, will be awarded to the lowest .w responsive bidder. The City reserves the right to reject any or all bids and waive any or all irregularities. No bid may be withdrawn until the expiration of forty-nine (49) City business days from the date that the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") is received by the City. Im 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. Im 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. Im 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 Im 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 aw 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 I tow 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 46 SPECIAL INSTRUCTIONS TO BIDDERS -2- the contractor to that effect and the contractor shall immediately provide a new surety satisfactory to the City 6. LIQUIDATED DAMAGES: The Contractor's attention is called to Part I - 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. 0- 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 M 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 TO BIDDERS -3. .r wages due under the prevailing wage rates, such amounts being subtracted from " 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 1 lth 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. r 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 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 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 contractor shall submit an affidavit stating that the contractor has complied with the requirements of Chapter 2258, Texas Government Code. my G. Posting of Wage Rates. The contractor shall post the prevailing wage rates in a conspicuous place at the site of the project at all times. H. Subcontractor Compliance. il•r� 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 go SPECIAL. INSTRUCTIONS TO BIDDERS -4- ,. prepared by an independent Public Accountant holding a valid permit issued by an No 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. No ADDITIONAL INSURANCE REQUIREMENTS: A. The City, its officers, employees and servants shall be endorsed as an additional .. insured on Contractor's insurance policies excepting employer's liability insurance coverage under Contractor's workers' compensation insurance policy. B. Certificates of insurance shall be delivered to the City of Fort Worth, contract administrator in the respective department as specified in the bid documents, 1000 Throckmorton Street, Fort Worth, TX 76102, prior to commencement of work on the contracted project. C. Any failure on part of the City to request required insurance documentation shall not constitute a waiver of the insurance requirements specified herein. D. Each insurance policy shall be endorsed to provide the City a minimum thirty days notice of cancellation, non -renewal, and/or material change in policy terms or coverage. A ten days notice shall be acceptable in the event of non-payment of premium. E. Insurers must be authorized to do business in the State of Texas and have a current A.M. Best rating of A: VII or equivalent measure of financial strength and solvency. F. Deductible limits, or self -funded retention limits, on each policy must not exceed $10,000.00 per occurrence unless otherwise approved by the City. G. Other than worker's compensation insurance, in lieu of traditional insurance, City may consider alternative coverage or risk treatment measures through insurance pools or risk retention groups. The City must approve in writing any alternative coverage. H. Workers' compensation insurance policy(s) covering employees employed on the project shall be endorsed with a waiver of subrogation providing rights of r SPECIAL. INSTRUCTIONS TO BIDDERS -5- recovery in favor of the City. 1. City shall not be responsible for the direct payment of insurance premium costs for contractor's insurance. y J. Contractor's insurance policies shall each be endorsed to provide that such _ insurance is primary protection and any self -funded or commercial coverage maintained by City shall not be called upon to contribute to loss recovery. K. In the course of the project, Contractor shall report, in a timely manner, to City's officially designated contract administrator any known loss occurrence which could give rise to a liability claim or lawsuit or which could result in a property loss. L. Contractor's liability shall not be limited to the specified amounts of insurance required herein. M. Upon the request of City, Contractor shall provide complete copies of all insurance policies required by these contract documents. 11. NON-RESIDENT BIDDERS: Pursuant to Texas Government Code, art. 2252.002, the .r 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. w "Texas resident bidder" means a bidder whose principal place of business is in this state, and includes a contractor whose ultimate parent company or majority owner .• has its principal place of business in this state. This provision does not apply if the project is funded in whole or in part with federal funds. Ir 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. OM* 12. MINORITY/WOME: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. mw SPECIAL. INSTRUCTIONS'm BIDDERS -6- wv The M/WBE Utilization Form, Prime Contractor Waiver Form and the Good Faith Effort wo 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 N' 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 rt monthly report MUST have an original signature to ensure accountability for audit purposes. • Reports are to be submitted monthly to the M/WBE Office, regardless of whether or not the M/WBE firm has been utilized. If there was no activity by an M/WBE in a particular month, place a "0" or "no participation" in the spaces provided, and provide a brief explanation. • The Contractor shall provide the M/WBE Office proof of payment to the M/WBE subcontractors and suppliers only. The M/WBE Office will accept the following as proof of payment: -� 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. Orizinal sip -natures from both parties must be included on this letter. SPECIAL INSTRUCTIONS TO BIDDERS -7- +r • 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: ,r 1. Immediately submit a Request for Approval of Change Form to the M/WBE Office explaining the request for the change or deletion. wo 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 .e considered when performing a post compliance review on this project. • Upon the Contractor's successful completion of this project, and within ten days after •. receipt of final payment from the City of Fort Worth, The Contractor will provide the M/WBE Office with a Final Participation Report Form to reflect the total participation from ALL subcontractors/suppliers utilized on the project. • All forms are available at the M/WBE Office, 3rd floor - City Hall. For additional information regarding compliance to the M/WBE Ordinance, call (817) 871-6104. Upon request, Contractor agrees to provide to Owner Complete and accurate information regarding actual work performed by a Minority/Women Business Enterprise (M/WBE) ,. on the contract and payment therefore. Contractor further agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an M/WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal, state or local laws or ordinances relating to false statements; further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result on the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three years. 13. AMBIGUITY: In case of ambiguity or lack of clearness in stating process in the proposal, the City reserves the right to adopt the most advantageous construction thereof or to reject the proposal. 14. PROGRESS PAYMENTS FINAL PAYMENT PROJECT ACCEPTANCE AND ' WARRANTY: a. The contractor will receive full payment (less 5% retainage) from the city for each pay period. SPECIAL INSTRUC IONS TO BIDDERS -8- W 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 pfegress 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 leads to early afternoon ozone formation. .. 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-hour, 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. 16. WORKERS COMPENSATION INSURANCE COVERAGE: Contractors compliance with Workers Compensation shall be as follows: SPECIAL INSTRUCTIONS'f0 BIDDERS -9- A. Definitions: Certificate of coverage ("certificate") - A copy of a certificate of insurance, a certificate of authority to self -insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity employees providing services on a project, for the duration of the project. Duration of the project - includes the time from the beginning of the work on the project until the contractor's/person's work on the project has been completed and accepted by the governmental entity. _ Persons providing services on the project ("subcontractor" in. 406.096) - includes all persons or entities performing all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner -operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. B. The contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of the contractor providing services on the project, for the duration of the project. C. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. i 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: WW (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- .1 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. 1. 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 n materially affects the provision of coverage of any person providing services on the project; and .F SPECIAL INSTRUCTIONS TO BIDDERS -II- (7) contractually require each person with whom it contracts, to perform as required by paragraphs (1) - (7), with the certificates of coverage to be provided to the person for whom they are providing services. J. By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is representing to the governmental entity that all employees of the contractor who will provide services on the project will be covered by 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 i.. a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Workers' Compensation Act or other Texas Workers' Compensation commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text, without any additional words or changes: REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee." .w "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." I' 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 r SPECIAL INSTRUCTIONS TO 131DDERS -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. Contractor warrants that it will fully comply with the Policy and will defend, indemnify .. and hold City harmless against any and all claims or allegations filed by third parties against City arising out of Contractor's alleged failure to comply with the Policy in the performance of this contract. 18. DISCRIMINATION DUE TO DISABILITY: In accordance with the provisions of the Americans with Disabilities Act of 1990 ("ADA"), Contractor warrants that it will not 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. �"'W SPECIAL INSTRUCTIONS rU BIDDERS -13- HEAVY & HIGHWAY CONSTRUCTION PREVAILING WAGE RATES 2008 Air Tool Operator $10.06 Asphalt Distributor Opemtor $13.99 Asphalt Paving Machine Operator $12,78 Asphalt Raker $11.01 Asphalt Shoveler $ 8.80 Batching Plant Weigher $14.15 Broom or Sweeper Operator $ 9.88 Bulldozer Operator $13.22 Carpenter $12.80 Concrete Finisher, Paving $12.85 Concrete Finisher, Structures $13.27 Concrete Paving Curbing Machine Operator $12.00 Concrete Paying Finishing Machine Operator $13.63 Concrete Paving Joint Sealer Operator $12.50 Concrete paving Saw Operator $13.56 Concrete Paving Spreader Operator $14.50 Concrete Rubber $10.61 Crane, Clamshell, Backhoe Derrick, Dragline, Shovel Operator $14.12 Electrician $18.12 Flagger $ 8.43 Form Builder/Setter, Structures $11.63 Form Setter Paving & Curb $11.83 Foundation Drill Operator, Crawler Mounted $13.67 Foundation Drill Operator, Truck Mounted $16.30 Front End Loader Operator $12.62 Laborer, Common $ 9.18 Laborer Utility $10.65 Mechanic $16.97 Milling Machine Operator, Fine Grade $11.83 Mixer Operator $11.58 Motor Grader Operator, Fine Grade $15.20 Motor Grader Operator, Rough $14.50 Oiler $14.98 Painter, Structures $13.17 Pavement Marking Machine Operator $10.04 Pi la er $11.04 Reinforcing Steel Setter, Paving $14.86 Reinforcing Steel Setter Structure $16.29 Roller Operator, Pneumatic, Self -Propelled $11.07 Roller Operator, Steel Wheel, Flat Wheel/TampingWheel/Tamping $10.92 Roller Operator, Steel Wheel, Plant Mix Pavement $11.28 Scraper Operator $11.42 Servicer $12.32 Slip Form Machine Operator $12.33 Spreader Box Operator $10.92 Tractor Operator, Crawler T $12.60 Tractor Operator, Pneumatic $12.91 Traveling Mixer Operator $12.03 Truck Driver Lowboy -Float $14.93 Truck Driver Single Axle, Heavy $11.47 Truck Driver Sin le Axle, Light $10.91 Truck Driver Tandem Axle Semi -Trailer $11.75 Truck Driver, Transit -Mix $12.08 Wagon Drill Boring Machine, Post Hole Driller Operator $14.00 Welder $13.57 Work Zone Barricade Servicer $10.09 w 11 PROPOSAL TO: CITY OF FORT WORTH PURCHASING DIVISION 1000 THROCKMORTON ST FORT WORTH, TX 76102-6311 FOR: H.M.A.C. HOT IN -PLACE RECYCLING (2009-3) CITY PROJECT NO. 01313 TPW PROJECT NO. C293-541200-206620131383 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 BID UNIT ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE S.P. 1 2 EA. Project Designation Sign @ Two Hundred Dollars & No Cents Per EA. $ 200.00 TOTAL AMOUNT BID S 400.00 P-1 i SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID i 275 2 330,000 S.Y. 1-Inch HMAC Hot In -Place S.P.Recycling @ i Dollars & $ $ Cents Per S.Y. S.P. 3 35,000 Gal. Rejuvenated Oil @ %1 u Dollars & Cents Per Gallon $ $ _ 300 4 20,500 Ton 1-Inch Surface Course 310 Type D Mix @ 340 Dollars & $ $ S.P. ,,; Cents Per Ton 106 5 50 C.Y. Unclassified Street Excavation @ ":u.d� Dollars & S.P. Cents Per C.Y. 300 6 390 Ton HMAC Level Up 340 Dollars & M S.P. Cents Per Ton $ �� , $ J9� 449.6D S.P. 7 137,000 L.F. 1-Inch to 0 Inch Wedge Milling Depth 5.0 Ft Wide @ Dollars & Cents Per L.F. $ �, �� $72, -- - • S.P. 8 12,000 L.F. 2-Inch to 0 Inch Wedge Milling Depth 5.0 Ft Wide @ Dollars & Cents Per L.F. � $ P-2 SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID S.P. 9 71 Ea. Butt Joint -Milled iw VX.Dollars & _ JA 6111 Vents Per Each. S.P. 10 3,000 S.Y. 1-Inch 'Surface Milling @ �t90 Dollars & _414 Cents Per S.Y. $ � $ ,� � � 406 11 84 EA. Valve Box Adjustment 450 (with steel riser) @ S.P. _ laa Dollars & $ $ Cents Per Each.�p 406 12 2 EA. Valve Box Adjustment 450 (with concrete coli-r)@ S.P. Aa Dollars & $ $ Cents Per Each �� oafl, a 406 13 105 EA. Manhole Adjustment 450 (with steel riser).Ca) S.P. % Dollars & $ $ Cents Per Each. _ Q ,00 406 14 2 EA. Manhole Adjustment _ 450 (with concrete collar) @ S.P. fff -A fJ f Ali j. Dollars & $ $ V Cents Per Each. 1 .dz� a ar.or. ■ TOTAL BID $ 7oO. tg9 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 nine 90 Working Days from and after the date for commencing work as set forth in the written Work order to be issued by the Owner, and to pay not less than the "Prevailing Wage Rates for Street, Drainage and Utility Construction" as established by the City of Fort Worth, Texas. Within Ten (10) 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 deposit J , check in the sum of Dollars ($ �,3�%. /35.0� ) is to become the property of the Ci 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 any of the 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. 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 v7�y r Respectfully submitted, cutler ft INC. Company ame Signature Charles R Veskema Printed Name of Principal Address: �a/ Li3�r�7rt+ hfiGcl�QE�LF ���� E-mail Address:ZV%5K60&11 &CdTc.re2cP.4YI•04t.Cc)Nt Telephone: ' S5-5'J3 -/,S24 P-4 VENDOR COMPLIANCE TO STATE LAW 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 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 t<'1-1AfJg6 (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: Company Address City Cutler Repaft. INQ Charles Fl. Veskema By: (Please print) 921 E. 27th St. Signature Lawren e, KS 66046-4917 State Zip President Title (Please print) THIS FORM MUST BE RETURNED WITH YOUR QUOTATION Project: HMAC HOT IN -PLACE RECYCLING (2009-3) TPW Project Number: 01313 Bid Date: April 19,2009 Advertised: March 12 & 19, 2009 WORKING DAYS 90 Tabulated By: Steve Ayala Project Manager: Had Nusrallah Engineers Estimate: Addendum's: 0 Cutler Repaving, Inc 921 E 27th St Lawrence, KS 66046 (785) 843-1524 1 2 EA Project Designation Sign $ 200.00 $ 400.00 " 2 330000 SY 1-inch HMAC Hot -in -Place Recycling $ 2.20 $ 726,000.00 3 35000 GAL Rejuvenated Oil $ 3.20 $ 112,000.00 4 20500 TON 1-inch Surface Course Type'D' Mix $ 76.50 $ 1,568,250.00 5 50 CY Unclassified Street Excavation $ 200.00 $ 10,000.00 6 390 TON HMAC Level Up $ 100.00 $ 39,000,00 7 137000 LF 1-Inch to 0 Inch Depth Wedge Miling, 5.0 Ft Wide $ 1.45 $ 198,650.00 8 12000 LF 2-Inch to 0 Inch Depth Wedge Miling, 5.0 Ft Wide $ 1.45 $ 17,400.00 9 71 EA Butt Joint -Milled $ 350.00 $ 24,850.00 10 3000 SY 1-inch Surface Milling $ 2.50 $ 7,500.00 11 84 EA Water Valve Box Adjustment With Steel Riser $ 100.00 $ 8,400.00 12 2 EA Water Valve Box Adjustment with Concrete Collar $ 1,000.00 $ 2,000.00 13 105 EA Manhole Adjustment With Steel Riser $ 250.00 $ 26,250.00 14 2 EA Manhole Adjustment With Concrete Collar $ 1,000.00 $ 2,000.00 $ 2,742,700.00 r J w mig MIS do r_j on w 0 is Hot In -place Recycling (2009-3) Blk Street Name Street Limits C6'map LM 900 _1099 _ 51 TH AVE W TERRELL AVE - W ROSEDALE ST 9 76M 0.47 3400 - 3895 I W 7TH ST BOLAND ST - BELLE PL 7 76A 1 43 1600 - 2299 E BERRY ST S RIVERSIDE DR - OLD MANSFIELD RD 8 77Z 1.36 2300 - 2599 tE BERRY ST OLD MANSFIELD RD - MITCHELL BLVD 8 78S 3.42 1400 - 1599 W BOLT ST �6TH AVE - 8TH AVE 9 90G 0.5 7900 - 8399 ! BRENTWOOD STAIR RD COOKS LN - RANCH LN - + 5 81 B 2.96 3000 - 3399 W CANTEY ST _ �S UNIVERSITY DR - STADIUM DR I 9 76S 0,99 2600 - 3399 CHERRY LN _ I WEST_FWY SR EB - WILLIAMS_ RD _ _ 3 73G 3.77 7200 - 7299 ' ELIZABETH LN W tALTA MERE DR - JOYCE DR - 3 73R 0.21 4300 - 4499 GLENWOOD DR {OVERTON PARK DR W - S HULEN ST _ - 3 75X 0.47 2110 - 2299 � HANDLEY DR _ _ ; NORM_ANDY RD - MEADOWBR_OOK DR 4 80A 0,83 �5000 - 5399 — KALTENBRUN RD -_ !MARIE !ONES RD - EAST LOOP 820 SOUTH - -V 5 93K 0.98 4013 - 4341 N MAIN ST I TERMINAL RD - AVIATION WAY r2 t48T 2.69 6200 - 6799 MC CART AVE 1 WESTCREEK DR - 500 FT S. OF CLEBURNE RD 6 90W ' 6.27 - 3399 PORTALES DR S NORMANDALE ST - CAMP BOWIE WEST BLVD 7 173P 0.97 �3100 8700 - 8799 ' RANDOL MILL RD �JOHN T WHITE RD - PVMT CHANGE 1 5 67U a 0.33 �3400 _3799 RENZEL BLVD _ CAMP BOWIE WEST BLVD _ CHAPIN RD 3 73N 1.2 4600 - 4999 RIVER RANCH BLVD SOUTHWEST LOOP 820 - OVERTON RIDGE BLVD 3 891 1.44 2300_2749 - ROBERTS CUT OFF RD ALLEN ST - N CITY LIMITS7 60D 2.44 2600-2799 ROGERS AVE lFRrrz MC PHERSON AVE - W CANTEY ST 9 76S 0.33 1400 - 2599STALCUP RD - iE ROSEDALE ST=RAMEY AVE I 5 79L 1.86 }- ROS - t T 500 - 599_ iS SUMMIT AVE W PETERSMITH ST - PENNSYLVANIA AVE �9 76G 0.33 I 100 - 119 N SYLVANIA AVE - E 1ST ST - ROUSE ST 8 63U 0.19 100 - 299 IS SYLVANIA AVE E 1ST ST - E 4TH ST -- TS 63U- 0.46 2496 - 2799 S UNIVERSITY DR PARK HILL DR - W CANTEY ST 9T76S , 1.47 2800 - 3099 S UNIVERSITY DR W CANTEY ST - W_ BERRY ST 9 76S 1 1.64 2600 - 3199 IWALTON AVE MCCART AVE - WESTCREEK DR 6 90T t 1.08 5700 - 6399 WOODWAY DR �WILKIE WAY - ALTAMESA BLVD 6 89Z 2.96 43.05 s No wo 04- t 5-0 9 P03.37 Ov r ATTACHMENT 1A Page 1 of 4 FORT WORTH City of Fort Worth Subcontractors/Suppliers Utilization Form PRIME COMPANY NAME: Lnew weawim, t d 6. Check applicable block to describe prime MIW/DBE NON-M/W/DBE PROJECT NAME: #0r 1,A(- PAJ9ee 9:6y6 WA14, �a� 9 - 3� BID DATE �PQ, L q, 2va 9 City's M/WBE Project Goal: 9 % Prime's MNVBE Project Utilization: �.14- % PROJECT NUMBER 61.313 Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non -responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the M/WBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non -responsive to bid specifications MIWBEs listed toward meeting the project goal must be located in the nine (9) county marketplace or currently doing business in the marketplace at the time of bid. Marketplace is the geographic area of Tarrant, Parker, Johnson, Collin, Dallas, Denton, Ellis, Kaufman and Rockwall counties. Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct payment from the prime contractor to a subcontractor is considered 1 st tier, a payment by a subcontractor to its supplier is considered 2nd tier ALL M/WBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located or doing business at the time of bid opening within the Marketplace, that have been determined to be bonafide minority or women businesses by the North Central Texas Regional Certification Agency (NCTRCA), or the Texas Department of Transportation (TX DOT), highway division. Disadvantaged Business Enterprise (DBE) is synonymous with Minority/Women Business Enterprise (M/WBE). If hauling services are utilized, the prime will be given credit as long as the M/WBE listed owns and `* operates at least one fully licensed and operational truck to be used on the contract. The M/WBE may lease trucks from another MIWBE firm, including M/WBE owner -operators, and receive full M/WBE credit. The M/WBE may lease trucks from non-M/WBEs, including owner -operators, but will only receive credit for the fees and commissions earned by the MIWBE as outlined in the lease agreement. L� aR& a. i .. %w No Mw aff FUR_ T1jW�URTH ATTACHMENT IA Page 2 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority, Women and non-M/WBEs. Please list M/WBE firms first, use additional sheets if necessary. Certification (check one) N SUBCONTRACTORISUPPLIER Company Name Address T ; n M Detail Subcontracting Work Detail Supplies Purchased Dollar Amount M �y N C T X Telephone/Fax r E E T R D O W B C A T E J;2Ej5,Z)y-T,QvcKi�Gt �IAv�,�14 0� a?'ia d% X. u1 �?`� •� /-%� /» r X �� S� /on . oz� �oQrc�oR�N� 'rY 16 10 to $'l7 %Zlo (o8Z9 C�D�kI,✓TiPAFFL Cn?i,� /�✓L. tea w ,i��sA�r„✓�,sr � '' � � ��,J o?�. vU f ,?fG1Dan� ,TEX 7(v l�0 Sid 9L� o%13S Acts?r�✓ f������� IMP✓/A14',17' a14 516 /7jA/C'riA! ASi�N�oG7� REQ-1711'6N,4r/ Ar4 719 J:5v 6r36� ��X DP CD,t�i�UGn4•J / w. FORT_ WORTH ow sw M am r • Y.. 0 ATTACHMENT 1A Page 3 of 4 Primes are required to identify ALL subcontractorstsuppliers, regardless of status; i.e., Minority, Women and non-MIWBEs. Please list M/WBE firms first, use additional sheets if necessary. Certification N G (check one) n SUBCONTRACTOR/SUPPLIER T Detail Detail N T Company Name i C x M Subcontracting Work Supplies Purchased Dollar Amount Address e M w Telephone/Fax r B B R O B E E C T E A W to FQRT�WMOR�T_H ATTACHMENT 1A Page 4 of 4 Total Dollar Amount of M/WBE Subcontractors/Suppliers I $ 14 $, ':�ev. 0V Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers I $ /`'&'1' 71 ev TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office Manager or designee through the submittal of a Request for Approval of Change/Addition. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The contractor shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed M/WBE goal. If the detail explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including M/W/DBE(s) arrangements submitted with the bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The bidder agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers/contractors participating on the contract that will substantiate the actual work performed by the M/W/DBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and create a material breach of contract may result in a determination of an irresponsible Offeror and barred from participating in City work for a period of time not less than one (1) year. -4 �f4j V44- -W � Authorized Signature .r VW Title I !]a .r~R I�o'aw/fit, l�fc- Company Namsms 9�fIF-Per Address - ,1ALM40.�Cc k� CItymawmp W Va96"A Printed Signature Contact Namefritle (if different) 143 5 z4 7$5 8�3.39�Z Telephone and/or Fax VC-5KEVA/0GyrL�Q�EPAdiah, Con•( E-mail Address 10 ATTACHMENT I Page 1 of 3 wo FORT WORTH City of Fort worth �J Good Faith Effort Form PRIME COMPANY NAME:A /� 1 �r �(ffi-a i�4AI `, Check applicable block to describe rime MNV/DBE PROJECT NAME: / L �/ 4 M.A. C. 170T 14 21.%i'a Ale_Y4oAl t (20D_1 -3) ANON-MNV/DBE BID DATE Q1L City's M/WBE Project Goal: 9 % PROJECT NUMBER 01319 If you have failed to secure M/WBE participation and you have subcontracting and/or supplier opportunities or if your DBE participation is less than the City's project goal, you must complete this form. irs If the bidder's method of compliance with the M/WBE goal is based upon demonstration of a "good faith effort", the bidder will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 6 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation the facts or intentional discrimination by the bidder. .& in ow 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 opportunityl for the completion of this project, regardless of whether it is to be provided by a M/WBE or non-MNVBE. (DO NOT LIST NAMES OF F�� On Combined Projects, list each subcontracting and or supplier opportunity through the 2" tier. (Use additional sheets, if necessary) List of Subcontracting Opportunities List of Supplier Opportunities I6E17 771?ir "tcstJA-npA Rarecr J1G4 I �Ub76n/r5 1,19 PE At,T ATTACHMENT I Page 2 of 3 v 2.) Obtain a current (not more than three (3) months old from the bid open date) list of M/WBE subcontractors and/or suppliers from the City's MlWBE Office. ' "'Yes Date of Listing v� l .X' r No 3.) Did you solicit bids from M/WBE firms, within the subcontracting and/or supplier areas previously -- listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? Yes (If yes, attach M/WBE mail listing to include name of fine and address and a dated copy of letter mailed.) No 4.) Did you solicit bids from M/WBE 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? _ SXYes (If yes, attach list to include name of MfWBE firm, [person contacted, phone number and date and time of contact.) ✓ No 41, r IrR Conrr,4�D n+/IJBr $ti rAr Fe�Q 1AJ14S OA�14.) 4- W/V oblodlf ra MIAr � io r7i9y REou,06mF.✓f EeAvOa�'Jr 71 4 6 /OuJ,nE e F � Jl�ESr4 gIRJ�. �l,L IQOJ,*,#a6 ,;:3 n lei Pow-c Al, EG6, ✓xJ pQ/oQ -rd X b 004,01J6r lnoord)vw Fup>4T ME C� 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 M/WBE name, date, time, fax number and documentation faxed. NOTE: If the list of M/WBEs 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 M/WBEs for a particular subcontracting/supplier opportunity is ten (10) or more, the bidder must contact at least two- thirds (2/3) 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 specifications to potential M/WBEs or information regarding the location of plans and specifications in order to assist the M/WBEs? Yes No 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 additional sheets, if necessary, and attach.) Company Name Telephone Contact Person Scope of Work Reason for R! 'ection 7rD AV;Q&t 97-1 ,:,;V-7V33 -TX0 A 14,91eez /A*& 4 fir 11.�i,14 d*41W *, %�v�i.JG �'►'J1 X /rlQE �AiiG/,I.lGi ATTACHMENT1C Page 3 of 3 ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain MIWBE participation on this project. 60 PM40-4-m9 tk-#2 7V 6 ry - 1-/.04 6rder /01Y W415 -■ ��i� �y,�1A zD ,� %�� D�lGy ,�✓8 Coit17J2i�7r�14 O,�f��iy�/�Y1 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. MK MW J Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work for a period of time not less than one (1) year. The undersigned certifies that the was/were contacted in good faith. Attachment 1C will be contacted and the Ci7's M/WBE Office. L/J�',aA,CU CWfLJA� - Authorized Signature Title Company Name & fW ate , Address 144d i4'�G 1C Chi fl�tfo — City/State/Zip information provided and the M/WBE(s) listed It is understood that any M/WBE(s) listed in :he reasons for not using them will be verified by Printed Signature Contact Name and Title (if different) Phone Number Fax Number '�71/CgiCP�iJA 10, ,),)T :RA519 IA/4. 000. Email Address oats AM SPECIAL PROVISIONS FOR: H.M.A.C. HOT IN -PLACE RECYCLING (2009-3) CITY PROEJCT NO.01313 TPW PROJECT NO. C293-541200-206620131383 1. SCOPE OF WORK: The work covered by these details and specifications consist of the removal (only) of all .. existing traffic buttons, and repaving the existing asphaltic pavement in a simultaneous multi- step process of heating, scarifying, thoroughly remixing to the specified depth and reshaping the old asphaltic surface, applying as asphalt recycling modifier, and then placing and overlay of new asphaltic concrete pavement for the required thickness as specified. These items are described in the Special Provisions of these specifications. 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 complete the work. The Contractor shall mobilize within ten (10) working days of the notice given by the Construction Engineer for any locations. If the contractor fails to begin the work within ten (10) working days, a S200 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 (f) 25% of the contract award. The contractor is not entitled to any additional compensation or renegotiation of individual pay item bid prices. 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 SP-1 construction. The construction of these turnouts includes; but, is not limited to, milling, 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: -a 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 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. SP-2 The Contractor also agrees to complete the final punch list within ten (10) working days after receiving it. If the Contractor fails to complete the work within ten (10) working 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. C. Any notice that may, in the City's sole discretion, be required to be provided to interested individuals will be distributed by the Transportation and Public Works Department's Public Information Officer, D. Upon receipt of the contractor's response, the appropriate City departments and directors will be notified. The Transportation and public SP-3 works Department's Public Information Officer 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, 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: 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 Engineering. 9. MAINTENANCE STATEMENT: SP-4 The Contractor shall be responsible for defects in this project due to faulty materials and workmanship, or both, for a period of two (2) years from date of final acceptance of this project by the City 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, City Traffic Engineer (a)817-392-8712 at least 10 working days prior to the preconstruction conference. Although 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 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. SP-5 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 three (3) 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 TPW project number - o Expected dates of construction o Contractors and project inspector's contact information A sample notice/flyer is included in the contract documents. The Electronic version of the notice/flyer can be obtained from the office 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 five (5) working 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 three (3) day notification/flyer prior to beginning the construction activity. SP-6 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: The Contractor will receive bi-weekly payment (minus 5% retainage) from the City for all work for each pay period. Payment of the remaining amount shall be made with the final payment, and upon acceptance of the project. 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 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. SP-7 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. I". 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 fill 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 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 soddedllandscaped areas shall be replaced at Contractor's expense to the satisfaction of City Engineer. 16. ZONING REQUIREMENTS: During the construction of this project, the Contractor shall comply with present zoning requirements of the City of Fort Worth in the use of vacant property for storage purposes. 17. PROPERTY ACCESS: SP-8 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. Project schedule will be updated and resubmitted at the end of every estimating period. All costs involved with producing and maintaining the project schedule shall be considered subsidiary to this contract. 19. SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES: The following procedures will be followed regarding the subject item on this contract: (1) A warning sign not less than five inches by seven inches, painted yellow with black letters that are legible at twelve feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus. The warning sign shall read as follows: "WARNING --UNLAWFUL TO OPERkTE 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. SP-9 (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 ~ 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, SP-10 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. 22. SUBSTITUTIONS: r 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. SP-11 r 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: 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.). NON -PAY ITEM No. 1 — SPRINKLING FOR DUST CONTROL: SP-12 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. The contractor shall notify the Construction Engineer and T/PW Street Division to arrange for .z the replacement of the buttons and adhesive lane markers (arrows, etc.). All costs to the contractor shall be figured as subsidiary to this contract. 04 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 to 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 two (2) working 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. SP-13 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 SBC — Telephone TXU Electric Delivery: Downtown Other than Downtown Atmos Energy (Gas) CFW - Street Light CFW — Light Signal Telephone Number (817) 338-6202 (214) 384-3732 Cell (817) 215-6424 (817) 215-6688 (817) 215-4366 (469) 261-2314 Cell (817) 392-7738 (817) 392-2538 (817) 392-2535 CFW— Traffic ControUPermits (817) 392-7219 CFW— Pavement Marking CFW - Storm Drain CFW- Water CFW - Sewer (817) 392-8107 (817) 392-5196 (817)212-2699 (817)925-2360 Cell (817)212-2699 (817)944-8399 Cell Contact Person Mr. Gary Tillory Mr. Scott King Mr. Robert Martinez Mr. John Crane Mr. James Turner Mr. Frank Brock Mr. Monte Wilson Mr. Nathan 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 five (5) working days after completing the laying of proposed H.M.A.C. overlay adjacent to said facilities. SP-14 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 871-5738. All tree work shall be in compliance with pruning standards for Class II Pruning as described by the National Arborist Association. A copy of these standards can be provided by calling the above number. Any damage to public trees due to negligence by the Contractor shall be assessed using the current formula for Shade Tree Evaluation as defined by the International Society of Arboriculture. Payment for negligent damage to public trees shall be made to the City of Fort Worth and may be withheld from funds due to the Contractor by the City. To prevent the spread of the Oak Wilt fungus, all wounds on Live Oak and Red Oak trees shall be immediately sealed using a commercial pruning paint. This is the only instance • when pruning paint is recommended. NON -PAY ITEM NO. 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 SP-15 • Storing excess material in appropriate and organized manner • Keeping trash of any kind off of 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 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 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 — CRACK SEALING: All cracks that develop after completion of the street resurfacing and until the end of the 2- year warranty period shall be crack sealed with Rubber Asphalt Crack Sealer, as per the latest edition of the TxDOT Specifications for Construction and Maintenance of Highways, Streets, and Bridges, Item 300, "Asphalts, Oils, and Emulsions". 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 — 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. SP-16 NON -PAY ITEM NO. 8 — AGREEMENT OF QUANTITIES The streets will be measured and all quantities per street will be documented. This estimate sheet will be provided to the contractor. The Contractor is requested to agree by signing the estimate and returning with in a 10 working day period. If the Contractor is not in agreement then the Contractor is required to, within a 5 working day period, arrange a field trip with the assigned inspector to show proof of the difference. Failure of the Contractor to do this within the allowed time frame, a $100 dollar liquidated damage will be assessed per day until compliance has been made. PAY ITEM NO. 1 — Project Designation Silln: 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 % 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. 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 -ITEMS: NO.2 — 1-Inch HMAC Hot in -Place Recyclin,� NO.3 — Reiuvenated Oil Part 1— General: I. ASPHALT RECYCLING — The Type "D" hot mix asphaltic concrete surfacing may be installed using an alternate technique. The following are the requirements: SP-17 A. Description: This item is a process of asphalt surface rehabilitation that consists of repaving the existing asphaltic pavement in a simultaneous multi -step process of heating, scarifying, thoroughly remixing to the specified depth and reshaping the old asphaltic surface, applying as asphalt recycling modifier, and then placing and overlay of new asphaltic concrete pavement for the required thickness as specified. B. Materials 1. Hot Mix Asphaltic Concrete surfacing shall be of the specified type and shall be in accordance with the Standard Specification. 2. Recycling modifier or other asphaltic material shall be of the specified type or as approved by the Engineer. C. The machine that heats, scarifies, rejuvenates and levels must also lay the new Hot Mix. New Hot Mix must be laid within 30 seconds after scarification begins to ensure a Hot Monolithic Bond with the old pavement. Specifications: Property Test Procedure Min Max Viscosity, Sa bolt Furol, 770 F, sec T72 75 400 Sieve test, % T59 - 0.1 Storage stability, 1 day, % T59 - 1 Distillation test: T59 Modified Residue by distillation, % by wt. 65 - Oil distillate, % by volume of emulsion - 7 Test on residue from distillation: Penetration, 77°F, 100 , 5 sec. T49 300 - Solubility in trichloroeth lene, % T44 97 Ductility, 77°F, 5 cm./min., cm. T51 50 Float test,140°F, sec. T50 1200 - 1. Heater, Scarifier, Repaver Unit: This machine shall be a self-contained machine specifically designed to reprocess upper layers of existing asphaltic pavements. This machine shall be as approved by the ENGINEER with due consideration being given to proven past performance of the unit of similar work. The heater- scarifier-repaver unit shall consists of at least the following: a. A heating mechanism capable of heating the asphaltic concrete pavement surface to a temperature high enough to allow full depth of required scarification of the material without breaking aggregate particles; without charring the pavement; and without producing undesirable pollutants. The heating mechanism shall be so equipped that heat application shall be under an enclosed hood to prevent damage to outlying grass, shrubs, or trees. In the event of burning of asphalt or excessive production of pollutants, the ENGINEER may require that operations be discontinued. Operations may SP-18 not be resumed until adjustments have been made to the satisfaction of the ENGINEER. b. Scarifying sections shall be equipped with separate automatic height adjustments in order to clear utility manholes and/or other obstruction in the pavement surface. These sections shall be able to penetrate the surface a minimum of one inch. The machine must have sufficient power to push scarifiers through the high spots and create a leveled surface conforming to the desired finished profile of the pavement. c. A leveling unit capable of gathering the heated and scarified material into a window or otherwise missing and leveling the material in a manner acceptable to the ENGINEER, and then distributing the material over the width being processed so as to produce a uniform cross-section. d. A system for adding and blending recycling modifier to be applied at a rate determined by the ENGINEER based on laboratory test on pavement samples. The application rate will be synchronized with the machine speed to provide uniform application and maintain a tolerance of less than 5% from the rate determined by the ENGINEER. e. A spreading and finishing mechanism capable of producing a surface that will meet the requirements of the typical cross-section and surface tests, when required. Automatic screed controls, if required, shall meet the requirements of the Item "Automatic Screed Controls for Asphaltic Concrete Spreading and Finishing Machines". 2. Rollers. Rollers shalle be in accordance with the City of Fort Worth specification on Hot Mix Aspahltic Concrete Surfacing. II. CONSTRUCTION METHODS A. The pavement surface to be heater scarified shall be cleaned of all deleterious material be blading, brooming or other approved methods, prior to the beginning of the heater -scarification operations. It shall be the responsibility of the contractor to protect the adjacent landscape from heat damage. This protection may consist of individual shielding and/or water spray or other methods approved by the ENGINEER. B. The existing asphaltic pavement shall be evenly heated, scarified, and remixed to the minimum of specified depth by a continuously moving heater-scarifier-repaver unit. It shall be controlled to assure uniform heat penetration without causing differential burning of the surface. Charring of the asphalt will not be permitted. The scarified material shall be gathered by the leveling device, and spread uniformly to a minimum depth of one inch. Under no circumstances shall the scarifying penetrate into the existing flexible base course. C. The heated material shall have temperature in a range between 2250 F and 2650 F as measured immediately behind the heater -scarifier. The ENGINEER will determine SP-19 the temperature within these limitations, and the mixture shall not vary from this selected temperature more than 250 F. D. Recycling more modifier or other asphaltic material, if required, shall be applied during mixing and leveling operations or immediately following the leveling operation. The rate of application shall be as specified or as directed by the ENGINEER. E. New asphaltic concrete pavement overlay shall be placed over the leveled hot - scarified material, which shall have residual temperature of at least 190°F. Rate of placement will be specified . The new asphaltic material shall meet the requirements of Texas Department of Transportation standard specifications. F. H.M.A.C. shall be placed and spread using vibratory screed; and, unless otherwise directed by the ENGINEER, an automatic longitudinal screed control system shall be required. G. To the varying properties of the existing asphalt pavement, the following adjustments shall be made as required, as directed by the ENGINEER. 1. Depth of scarification may be varied. 2. Rate of recycling modifier application or other asphaltic material may be adjusted as necessary to maintain a uniform mixture. 3. Rate of H.M.A.C. application (lbs. per S.Y.) may be adjusted to maintain the design depth of combined recycled and new asphaltic concrete pavement. PART 2 — PRODUCTS: I. GENERAL REQUIREMENTS: The work under this specification will not be allowed when the air temperature is below 60°F and is falling, but it may be allowed when the air temperature is 60°F and rising. The air temperature shall be taken in the shade away from artificial heat. II. MEASUREMENT A. The asphalt recycling process as described above will be measured by the square yard of area repaved to the depth shown on the specifications. The Rejuvenated Oil will be counted by the gallon. B. Payment. The work performed and material furnished as prescribe by these items and construction in accordance with the applicable provisions of "Measurement" above will be paid as follows: SP-20 The work shall be paid for in accordance with the Item "HMAC Hot In -Place Recycling" and the item "Rejuvenated Oil". The unit price quoted for these items shall be full compensation of cleaning existing pavement, all heating and scarifying, mixing and relaying of scarified materials; for furnishing, hauling and placing material; and for all manifestations, labor, tools, equipment and incidentals necessary to complete the work. PAY ITEMS NO. 4 — 1-Inch Surface Course Type "D" Mix: Maintenance of Highways, Streets, and Bridges" Item Nos. 300 "Asphalts, Oils, and Emulsions" (referenced), 310 "Prime Coat" (referenced), and 340 "Dense --Graded Hot - Mix Asphalt (Method)" (referenced) shall govern work. The following amendments to the above TxDOT's specifications shall govern, take precedence and shall include: Item No. 340 "Dense --Graded Hot -Mix Asphalt (Method)" (referenced): • Under Item 340.2, Materials, A. Aggregates: The surface aggregate classification (SAC) shall be Class B. The Contractor shall perform the Los Angeles abrasion, magnesium sulfate soundness, Micro-Deval and all other aggregate quality tests listed in Table 1. 2. RAP will not be allowed, for use, in surface course Type "D" mix. • Under Item 340.2, Materials, D. Asphalt Binder: Furnish performance -graded PG 64-22 for H.M.A.C. surface course, level up and pavement/base repair or replacement. • Under Item 340.4, Construction, The City of Fort Worth, Texas will perform quality assurance tests and checks on the paving project materials during construction, to ensure compliance with the specifications and approved mixture design. The sampling and testing of the materials shall be made at the expense of the City. In the event the sampling and testing does not comply with the specifications, all subsequent testing of the material, in order to determine if the material is acceptable, shall be furnished and paid by the contractor, as directed by the Engineer. SP-21 Samples will be taken for determination of asphalt content, aggregate gradation, maximum theoretical specific gravity as directed by the engineer. For each hot mix asphalt surface course placed, nuclear gauge in -place density testing will be performed at each 300-ft station. For each hot mix asphalt surface course placed, cores will be obtained to determine in -place density and thickness. The cores will be taken at the maximum interval of 300-ft (to coincide with field density locations). • Under Item 340.4, Construction, A. Mixture Design: The contractor shall furnish mixture design of the proposed hot mix asphalt, at or before the pre -construction meeting. The Contractor shall submit to the Engineer a mixture design prepared by a AASHTO accredited laboratory, for the materials to be used in the project. Using the typical weight design example in Tex-204-F, Part I, the mixture design shall meet the requirements contained in Tables 1 through Table 5 of Item 340. The Indirect Tensile -Dry (Tex-226-F) and the Hamburg Wheel -tracking (Tex-242-F) tests shall be waived. The mixture design report must be certified and signed by a Level II Specialist and submitted on TxDOT's software forms. The Engineer may verify the mixture design at optimum asphalt content. • Under Item 340.4, Construction, B. Job -Mix Formula Approval: The Contractor will perform the Boil Test (Tex-530-C). • Under Item 340.4, Construction, J. Ride Quality: The Ride Quality Surface Type A test (10-foot straight edge) shall be measured. • Under Item 340.5 Measurement: Hot mix will be measured by the ton of the composite hot mix, which includes asphalt, aggregate and additives. • Under Item 340.6 Payment: The work performed and materials furnished in accordance with this pay item and measured as provided under "Measurement", will be paid for at the unit price bid per ton, for "Dense - Graded Hot Mix Asphalt (Method)", and shall be full compensation for all materials, labor, tools, placing, equipment, cleaning, and incidentals necessary to complete the work. SP-22 PAY -ITEM NO.5 — Unclassified Street Excavation: This item will be used if additional excavation is needed. Additional Excavation is the removal of the excessive crown and base to bring the new base to proper grade & City standard specifications for street reconstruction. This item shall also be used for removing and disposing the existing brick base, if the existing brick base cannot be wedge or surfaced milled, prior to placing 1 inch HMAC Type "D" surface course. The void created by removing the existing brick base shall be filled to the proper grade, with PAY ITEM NO. 6 HMAC Level Up, before placing 1 inch HMAC Type "D" surface course. For wedge milling, the measurement for estimating the removal and disposal of the existing brick material shall be a width of 5-feet, a length of curb and gutter and a depth of 3-inches. For surface milling, the measurement for estimating the removal and disposal of the existing brick material shall be the surface area and the depth of 3-inches. These measurements shall be under City standard specifications Item No. 106 "Unclassified Street Excavation ". All applicable provisions of Item No. 106 "Unclassified Street Excavation" shall apply, work shall be paid per cubic yard. The unit price bid per cubic yard shall be full compensation for all materials, labor, tools, placing, equipment, cleaning, and incidentals necessary to complete the work. PAY ITEM NO.6 — HMAC Level Up: This item shall be used to fill ruts, depressions, level up pavement section with Type 411)" surface mix (PG 64-22) prior to placing the asphalt surface overlay and where needed as directed by the Engineer in the field. All applicable provisions of TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges" Item Nos. 300 "Asphalts, Oils, and Emulsions" (referenced), 310 "Prime Coat" (referenced), and 340 "Dense -Graded Hot -Mix Asphalt (Method)" (referenced), shall govern work. This item shall be used to fill, to the proper grade, the void created by removing existing brick base, if existing base cannot be wedged or surface milled. SP-23 The unit price bid per ton shall be full compensation for all materials, labor, tools, placing, equipment, cleaning, and incidentals necessary to complete the work. PAY -ITEMS NO.7 — 1-Inch to 0 Inch Wedge Milling Depth 5.0 Ft Wide: NO.8 — 2-Inch to 0 Inch Wedge Milling Depth 5.0 Ft Wide: 1. Description These pay items shall consist of milling the existing pavement from the lip of gutter at a depth of (1-inch or 2-inch as directed by the Engineer) and transitioning to match the existing pavement (0 inch cut) at a minimum width of 5 feet. The existing pavement to be milled will either be asphalt, concrete, or brick pavement. The milled surface shall provide a uniform surface free from gouges, ridges, oil film, and other imperfections of workmanship and shall have a uniform textured appearance. In all situations where the existing H.M.A.C. surface contacts the curb face, the wedge milling shall include the removal of the existing asphalt covering the gutter up to and along the face of curb. If the existing base is brick and cannot be wedge milled, then the existing brick base, of 5- foot in width, shall be removed under PAY -ITEM NO. 5 Unclassified Street Excavation, and replaced under PAY -ITEM NO. 6 HMAC Level Up prior to placing H.M.A.C. surface course. The wedge milling operations for this project will be performed in a continuous manner along both sides of the street. Details of milling locations are at the back of this document. Contractor is required to begin the overlay, within five (5) working days from the date of the wedge milling completion of any one street. Should the contractor fail to meet this condition, the wedge milling operations of new streets will be shut down, and liquidated damage of $500.00 per day per street will be assessed until all wedge milled streets are overlayed. The overlay, once begun on a street shall continue uninterrupted until complete. Subsidiary to these pay items, the Contractor shall haul -off and dispose all milled material to the City yards. 2. Equipment The equipment for removing the pavement surface shall be a power operated milling machine or other equal or better mechanical means capable of removing, in either one pass or two passes, the necessary pavement thickness in a five-foot minimum width. The SP-24 equipment shall be self-propelled with sufficient power, traction and stability to maintain accurate depth of cut and slope. The machine shall be equipped with an integral loading and reclaiming means to immediately remove material being cut from the surface of the roadway and discharge the cuttings into a truck, all in one operation. Adequate back-up equipment (mechanical street sweepers, loaders, water truck, etc.) and personnel will also be provided to keep flying dust to a minimum and to insure that all cuttings are removed from street surface daily. Stockpiling of planed material will not be permitted on the project site unless designated by the Engineer. The machine shall be equipped with means to control dust created by the cutting action and shall have a manual system providing for uniformly varying the depth of cut while the machine is in motion thereby making it possible to cut flush to all inlets, manholes, or other obstructions within the paved area. The speed of the machine shall be variable in order to leave the desired grid pattern specified under Surface Texture. The unit price bid per linear feet shall be full compensation for all milling, hauling -off and disposing all milled material to the City yards, labor, tools, material, equipment, and incidentals necessary to complete the work. PAY -ITEM NO. 9 — Butt Joint -Milled: Description: This item requires the contractor to mill "butt joints" into the existing surface, in association with the wedge milling operation PAY ITEM NO.7 — 1-Inches to 0-Inch Wedge Milling Depth 5.0 Ft Wide to the depth and at locations as described below. The butt joint will provide a full width transition section, whereby the new overlay shall maintain constant depth at the point the new overlay is terminated and the new surface elevation matches the existing pavement. The construction activities, performance standards and equipment needed for the butt joints milling operations shall be governed by the special provisions of PAY -ITEMS NO. 7 — 1-inch) to 0-Inch Wedge Milling Depth 5.0 Ft Wide. The configuration of the butt joints is described in more detail below. General details of butt joint locations - along with wedge milling in general - are shown in plan form at the back of this document. Construction Details: Prior to the milling of the butt joints, the contractor shall consult with the construction Engineer for proper location of these joints and verify that the selected limits of the projects street are correct. SP-25 The general locations for butt joints are at all beginning and ending points of streets listed in the project and as more graphically detailed at the back of this specification book. The joints are also required on both sides of all railroad tracks and concrete valley gutters, bridge decks and culverts and all other items which transverse the street and end the continuity of the asphalt surface. Each butt joint shall be 20 feet long and milled out across the full width of the street section to a tapered depth of (1 or 2-inch). This milled area shall be tapered within the (20 feet) to a depth from (0-inch) to (1 or 2-inch) at a line adjacent to the beginning and ending points or intermediate transverse items. This butt joint - when overlayed - will consist of an asphalt section that will transition the new overlay to match the existing pavement elevation. The contractor shall provide a temporary wedge of asphalt at all butt joints to provide a smooth ride over the bump. Subsidiary to this pay item, the Contractor shall haul -off and dispose all milled material to the City yards. Measurement and Payment: Butt joints as prescribed above will be measured by the unit of each butt joint milled. The disposal of excess material involved will not be measured for payment. Each butt joint -milled, measured as above, complete -in place -in accordance with these specifications, will be paid for at the unit price shown in the proposal for "Butt Joints". The unit price bid per each shall be full compensation for all milling, hauling -off and disposing all milled material to the City yards, labor, tools, material, equipment, and incidentals necessary to complete the work. PAY ITEM NO. 10 — 1-Inch Surface Milling: - This item shall consist of milling the existing pavement at a depth of 1 inch. All applicable provisions of PAY ITEM NO. 7 — Much to 0 Inch Wedge Milling Depth 5.0 Ft Wide shall apply. If the existing base is brick and cannot be surfaced milled, then the existing brick base shall be .,. removed, under PAY ITEM NO. 5 — Unclassified Street Excavation, and replaced under PAY ITEM NO.6 — HMAC Level Up, prior to placing H.M.A.C. surface course. Subsidiary to this pay item, the Contractor shall haul -off and dispose all milled material to the City yards. SP-26 The unit price bid per square yard shall be full compensation for all materials, hauling -off and disposing all milled material to the City yards, labor, tools, material, equipment, and incidentals necessary to complete the work. PAY ITEM NO. 11 — Valve Box Adiustment (with Steel Riser): This item shall include adjusting the tops of existing water valve with steel riser manufactured by American Highway Products or approved equal by the construction engineer to match proposed grade, steel water valve riser shall be placed at the time of paving. Specifications and details of steel water valve riser (included at the end of this document), and Standard Specification Item No. 450 "Adjusting Manholes, shall apply except as herein modified. Contractor will be responsible for adjusting water valve boxes to match new pavement grade, the water valves themselves will be adjusted by City of Fort Worth Water Department forces. Prior to beginning of work, the Contractor shall make an inventory of the condition of existing water valve boxes. The Engineer will field verify this inventory and provide the Contractor replacements for broken valve boxes. The contractor shall replace the valve boxes, which are damaged during construction at no cost to the City. Failure of the contractor to perform this inventory will place the total burden of replacement of any broken valve box on the contractor. The unit price bid per each will be full compensation for all labor, tools, materials, equipment, and incidentals necessary to complete the work. PAY ITEM NO. 12 — Valve Box Adiustment (with concrete collar): This item shall include adjusting the tops of existing water valve with concrete collar to match proposed grade as shown on the detail at the back of this document or as directed by the Engineer. The concrete collar will be used only in case of steel rig riser CAN NOT be used as determined by the engineer. SP-27 Ow Standard Specification Item Nos. 450 "Adjusting Manholes and Inlets" and 406 "Concrete for Structures" shall apply except as herein modified. Contractor will be responsible for adjusting water valve boxes to match new pavement grade, the water valves themselves will be adjusted by City of Fort Worth Water Department forces. Prior to beginning of work, the Contractor shall make an inventory of the condition of existing water valve boxes. The Engineer will field verify this inventory and provide the Contractor replacements for broken valve boxes. The contractor shall replace the valve boxes, which are damaged during construction at no cost to the City. Failure of the contractor to perform this inventory will place the total burden of replacement of any broken valve box on the contractor. The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per square inch. Work shall be completed within five (5) working days after completing the laying of proposed H.M.A.C., and street shall be open to traffic within seven (7) working days. If the contractor fails to complete the work and within seven (7) working days, a $100 dollar liquidated damage will be assessed per each water valve box per day. The pre bid unit price per each will be full compensation for all labor, tools, materials, equipment, and incidentals necessary to complete the work. PAY ITEM NO. 13 — Manhole Adjustment (with Steel Riser): This item shall include adjusting the tops of existing manhole with steel riser manufactured by American Highway Products or approved equal by the construction engineer to match proposed grade, the steel manhole riser shall be placed at the time of paving. Specifications and details of steel manhole riser (included at the end of this document), and Standard Specification Item No. 450 "Adjusting Manholes, shall apply except as herein modified. 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. Failure of the contractor to • perform this inventory will place the total burden of replacement of any broken frame and cover on the contractor. SP-28 Should the contractor identify any utility manholes other than those owned by the City of Fort Worth, TX, the contactor is encouraged to contact the owner and arrange the adjustment of the manhole cover. Payment for the work will be made by the individual Franchise Utility Company. The contractor is not entitled to any additional compensation or renegotiation with the City associated with the construction of this work. The unit price bid per each will be full compensation for all labor, tools, materials, equipment, and incidentals necessary to complete the work. PAY ITEM NO. 14 — Manhole Adjustment (with concrete collar): This item shall include adjusting the tops of existing manhole with concrete collar to match proposed grade as shown on the detail at the back of this document or as directed by the Engineer. The concrete collar will be used only in case of steel rip_ riser CAN NOT be used as determined by the engineer. Standard Specification Item Nos. 450 "Adjusting Manholes and Inlets" and 406 "Concrete for aw Structures" shall apply except as herein modified. The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per square inch. Work shall be completed and street open to traffic within seven (7) working days. If the contractor fails to complete the work within seven (7) working days, a $100 dollars liquidated damage will be assessed per each manhole per day. Prior to beginning of work, the Contractor shall make an inventory of the condition of existing manholes. The Engineer will field verify this inventory and provide the Contractor replacements for broken manhole covers. The contractor shall replace the manhole covers which are damaged during construction at no cost to the City. Failure of the contractor to perform this inventory will place the total burden of replacement of any broken frame and cover on the contractor. 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. Should the contractor identify any utility manholes other than those owned by the City of Fort Worth, TX, the contactor is encouraged to contact the owner and arrange the adjustment of the manhole cover. Payment for the work will be made by the individual Franchise Utility SP-29 Company. The contractor is not entitled to any additional compensation or renegotiation with the City associated with the construction of this work. The unit price bid per each will be full compensation for all labor, tools, materials, equipment, and incidentals necessary to complete the work. END OF SECTION SP-30 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 Hot Mix Asphaltic Concrete Hot In -Place Recycling at Twenty -Eight Locations 2009-3 and City of Fort Worth Project No.C293-541200- 206620131383. CONTRACTOR: Cutler Repaving, INC. Name: Charles R Veskerna Title: President Date: '7 -;a 2- O9 STATE OF )&4SA5 § COUNTY OFT 1T-Dou4uts § Before me, the undersigned authority, on this day personally appeared Charles R. Veekema known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act and deed of President for the purposes and consideration therein expressed and in the capacity therein stated. Given Under My Hand and Seal of Office this P;14 day of _ O ULY , 20 09. NOTARY PUBLIC -State of Kansas (��.IL I fl JENNIFER J. NELSON NotarfPubli6ihandYorthe8tateof MiMMyAppt. Exp. U'' s a*0sks EQUIPMENT SCHEDULE List of Equipment owned by Bidder that is in serviceable condition and available for use: Portions of work Bidder proposes to sublet in case of Award of Contracts including amount and type: so EXPERIENCE RECORD L1SI oI prpjects your ur aniz.auun nas Z�ucccssiuu wni icIcu. Fm—ou nt Of Contract Type of Work Date Accepted Name and Address of Owner Award List of projects your organization is now engaged in completing: Amount Of Contract Award Type of Work Anticipated Date of Completion Name and Address of Owner List Surety Bonds in force on above incomplete work: Date of Contract Award Type of Work Bond Amount of Bond Name and Address of Surety Bond# �57,B (?S PAYMENT BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we, (1) Cutler Repaving, Inc., , as Principal herein, and (2) E-4eff e -c. fa corporation organized and existing under the laws of the State of (3) _ R 76- , 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 Two Million, Seven Hundred Forty Two Thousand, Seven Hundred Dollars and No Cents Dollars ($2,742,700.00) 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 14th I day of July , 2009, 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: Hot Mix Asphaltic Concrete Hot In -Place Recycling at Twenty - Eight Locations 2009-3 TPW Proiect No. C293-541200-206620131383. 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 14th day of July , 2009. ATTE (Principall Secretary (S E A L) an .. Witness as to Principal Cutler Repaving, INC. PRINCIPAL Name: Charles R. Veskema Title: President Address: 921 E. 27th St ATTEST: Zplwml - -��,g _ Name: S retary (SEAL) fitness as to Surety LBwrencs, k5 660484917 Attorney in Fact Telephone Number: %3 O�� Q �-OQ 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. By: az� The date of bond shall not be prior to date of Contract. r Bond#_ rf %4f <`S��a 9l ? PERFORMANCE BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § J / That we, (1) Cutler Repaving. Inc., as Principal herein, and (2) a corporation organized under the laws of the State of (3) %� 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 Two Million, Seven Hundred Forty Two Thousand, Seven Hundred Dollars and No Cents Dollars ($2,742,700.00) 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 14�h day of July , 2009, a copy of which is attached hereto and made a part hereof for all purposes, for the construction of Hot Mix Asphaltic Concrete Hot In -Place Recycling at Twenty -Eight Locations 2009-3 TPW Project No. C293-541200-206620131383. 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 14t' day of July , 2009. No we ATTEST: (Principal Secretary (SEAL) Witness as to Principal A,TTES� t v �5 Lal)uh Se etary (SEAL) fitness as to Surety Cutler Repaving, INC. PRINCIP / By: Il_ Name: Charles R. Veskerna Title: President Address: 921 E. 27th St Lawrence, KS 66046-4917 SURETY / Y. Nam Ju;l�rn �. h Attorney in Fact Address: T Telephone Number: 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. Bond�� MAINTENANCE BOND THE STATE OF TEXAS § COUNTY OF TARRANT § KNOW ALL BY THESE PRESENTS: That Cutler Repavina, Inc., ("Contractor"), as principal, and, --, �f a corporation organized under the laws of the State of 7L ("Surety"), do hereby acknowledge themselves to be held and bound to pay unto the City of Fort Worth, a Municipal Corporation chartered by virtue of Constitution and laws of the State of Texas, ("City") in Tarrant County, Texas, the sum of Two Million, Seven Hundred Forty Two Thousand, Seven Hundred Dollars and No Cents Dollars ($2,742,700.00), 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 14t' of July , 20 09, a copy of which is hereto attached and made a part hereof, for the performance of the following described public improvements: Hot Mix Asphaltic Concrete Hot in -Place Recycling at Twenty Eight Locations the same being referred to herein and in said contract as the Work and being designated as project number(s) C293-541200-206620131383 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 its said agreement to maintain, repair or reconstruct said Work in accordance with all the terms and conditions of said Contract, these presents shall be null and void, and have no force or effect. Otherwise, this Bond shall be and remain in full force and effect, and Bond#_ 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 14v' day of July , A.D. 2009. Cutler Repaving, INC. PRINCIPAI ATT By: 7—f, Name: Charles R. Veskema (Principap Secretary Title: President (SEAQ V:1C�@l-PllL� Witness as to Principal CO S�retary (SEAQ ness as to Aurety:� No Address: 921 E. 27th St. Lawrence, KS 66046-4917 SURETY ame: Judie ;q, n> Attorney in Fact Address: 'T Telephone Number: 1-3 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 Attomey-in-Fact. The date of bond shall not be prior to date of Contract. no Direct Inquiries/Claims to: .t4 as r-i t' POWER OF ATTORNEY THE BOND, H T4 D P.O. BOX 2103, 690 ASYLUM AVENUE HARTFORD, CONNECTICUT 06115 call: 888-266-3488 or fax: 860-757-5835 KNOW ALL PERSONS BY THESE PRESENTS THAT: Agency Code: 37-281099 X� Hartford Fire Insurance Company, a corporation duly organized under the laws ofthe State of Connecticut X� Hartford Casualty Insurance Company, a corporation duly organized under the laws of the State of Indiana Hartford Accident and Indemnity Company, a corporation duly organized under the laws of the State of Connecticut Hartford Underwriters Insurance Company, a corporation duly organized under the laws of the State of Connecticut Twin City Fire Insurance Company, a corporation duly organized under the laws of the State of Indiana Hartford Insurance Company of Illinois, a corporation duly organized under the laws of the State of Illinois Hartford Insurance Company of the Midwest, a corporation duly organized under the laws of the State of Indiana Hartford insurance Company of the Southeast, a corporation duly organized under the laws of the State of Florida having their home office in Hartford, Connecticut, (hereinafter collectively referred to as the "Companies') do hereby make, constitute and appoint, up to the amount of unlimited: Robert B. Fiss, Scott H. Fiss, Droste D. Milledge, Melissa L. Ory, Patrice M. Larsen, Judith A. Page of Shawnee Mission, KS their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign its name as surety(ies) only as delineated above by ®, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on January 22, 2004 the Companies have caused these presents to be signed by its Assistant Vice President and its corporate seals to be hereto affixed, duly attested by its Assistant Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies, the Companies hereby unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attorney. 00.�-4 �;'�rcor.+e.rti,• a 6a�Y _3i t r surLyr�.A. 07Z=- �j I 1 tl6.7Z971111 Iy� Scott Sadowsky, Assistant Secretary M. Ross Fisher, Assistant Vice President STATE OF CONNECTICUT ss. Hartford COUNTY OF HARTFORD On this 3 day of March, 2008, before me personally came M. Ross Fisher, to me known, who being by me duly sworn, did depose and say: that he resides in the County of Hartford, State of Connecticut; that he is the Assistant Vice President of the Companies, the corporations described in and which executed the above instrument; that he knows the seals of the said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed by authority of the Boards of Directors of said corporations and that he signed his name thereto by like authority. •� " Scott E. Paseka Notary Public CERTIFICATE My Coaunission Expires October 31. 2012 I, the undersigned, Assistant Vice President of the Companies, DO HEREBY CERTIFY at t above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is still in full force effective as f Signed and sealed at the City of Hartford. INq r e ,co••+R•1ti, v a 6�� f r � f,T' � t-!ac°urLyr�� �1 � NtpIOA+ ,+� - '+, arvnlrt • ••a18t1► {'•q; 9 �f a7 � 707♦ Gary W. Stumper, Assistant Vice President 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 14" day of July , 20 09 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 Cutler Repaving, Inc., HEREINAFTER CALLED Contractor. WITNESSETH: That said parties have agreed as follows: 1. That for and in consideration of the payments and agreements hereinafter mentioned to be made and performed by the Owner, and under the conditions expressed in the bond bearing even date herewith, the said Contractor hereby agrees with the said Owner to commence and complete the construction of certain improvements described as follows: HOT MIX ASPHALTIC CONCRETE HOT IN -PLACE RECYCLING AT TWENTY-EIGHT LOCATIONS Designated as project number: C293-541200-206620131383. Q 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. 3. The Contractor hereby agrees and binds himself to commence the construction of said work within ten (10) days after being notified in writing to do so by the Transportation and Public Works Department of the City of Fort Worth. 4. The Contractor hereby agrees to prosecute said work with reasonable diligence after the commencement thereof and to fully complete and finish the same ready for the inspection and approval of the Transportation and Public Works Department of the City of Fort Worth and the City Council of the City of Fort Worth within a period of 90 (Ninety) working days. If the Contractor should fail to complete the work as set forth in the Plans and Specifications and Contract Documents within the time so stipulated, plus any additional time allowed as provided in the General Conditions, there shall be deducted from any monies due or which may thereafter become due him, the sum of $ 630.00 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 any such injury, damage or death is caused, in whole or in part, by the negAgence or alleged ne_gWence of Owner, its officers, servants, or employees, Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or destruction to property of the Owner arising from the performance of any of the terms and conditions of this Contract, whether or not any such injury or damage is caused in whole or in part by the ne_gli_gence or alleged negligence of Owner, its officers, servants or employees. In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner C-2 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. 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 Govemment 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. 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 TWO MILLION, SEVEN HUNDRED FORTY TWO THOUSAND, SEVEN HUNDRED DOLLARS AND NO CENTS $2,742,700.00 4 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. C-3 _. 10. The Contractor agrees to pay at least the minimum wage per hour for all labor as the same is classified, promulgated and set out by the City of Fort Worth, Texas, a copy of which is attached hereto and made a part hereof the same as if it were copies verbatim herein. 11. The Contractor shall procure and shall maintain during the life of this contract insurance as specified in paragraph 8 of Special Instruction to Bidders of this contract documents. 12. It is mutually agreed and understood that this agreement is made and entered into by the parties hereto with references to the existing Charter and Ordinances of the City of Fort Worth and the laws of the State of Texas with references to and governing all matters affecting this Contract, and the Contractor agrees to fully comply with all the provisions of the same. IN WITNESS WHEREOF, the City of Fort Worth has caused this instrument to be signed in Six 6 counterparts in its name and on its behalf by the City Manager and attested by its Secretary, with the corporate seal of the City of Fort Worth attached. The Contractor has executed this instrument through its duly authorized officers in Six 6 counterparts with its corporate seal attached. C-4 Done in Fort Worth, Texas, tl4lhe 14t' day of July , 2009 me m APPROVED: DIRECT , TRA PORTATION AND PUBLIC WORKS DEPARTMENT Cutler Repaving, INC. CITY OF FORT WORTH 'C 4��Z' ASSISTANT CITY MANAGER ATTEST: (Contrac tor) rfl� r YNI \ CITY SECRETAY (SEAL) BY: da, LkC07rl-� 5-7 (Representative) contract Authorizatioa President (TITLE) 921 E. 27th St. NI' (Address) Lawrence, KS 6604"917 ..4 Revised June 2008 (City/State/Zip) ale , AP R VED AS TO FORM & LEGALITY: ASSISTANT CITY ATTORNEY OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX W 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) 1 100-1200 Brown street Yates Ave to Keller Springs Pkwy From 5/5/08 to 5/29/08 Nombre del proyecto: wpm Numero del proyecto: Notificacion del Mantenimiento de la Calle Como pane 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 cesped cerca de la calle. Si tiene alguna pregunta o preocupaci6n, por favor llame al contratista al Si no resuelve su preocupaci6n a su satisfacci6n, puede tambi6n llamar a la Oficina de v inspecci6n de la Ciudad de Fort Worth al , de lunes a viernes entre las 7:30 AM y 4:30 PM v 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 tiempo 1 100-1200 Brown Street Yates Ave a Keller Springs Pkwy de 5/5/08 a 5/29/08 .. .. • as PROJECT DESIGNATION SIGN 4 1 _ 0 1 1 —11/41 PMS 288 111/4" FORTWORTH,--- PMS 167 3'' 3" ET MAINTENACE 311 PROGRAM 1- 311 1'/2 Contractor: '/2' 21/211 Contractor's Name 1'/2' TELEPHONE NUMBER /2 16'/2' FORT WORTH IN LOGO- CHEL TINGHAM BOLO ALL OTHER LETTERING IN ARIAL BOLD LOGO COLORS: FORT WORTH - PMS 288 LONGHORN LOGO- PMS 167 w F � 4 BUTT JOINT NOTE :p)AN ATTEMPT HAS BEEN MADE. TO DETAIL AS MANY STD. FlELD SITUATIONS AS POSSIBLE HOWEVER$ THE CONTRACTOR MIGHT HAVE TO OVERLAP PARTS OF THESE DETAILS TO CONFIGURE A LAYOUT THAT BEST APPLIES TO A PARTICULAR SITUATION, (2) BUTT JOINTS NOT AEOUIRED WITH REMIXING PROCESS. MEDIAN 0 STREET BEGIN OR END POINT t LEGEND H.M.A.C. REHABILITATION i 11 it '1 WEDOEMILLING ( RECYCLE / OVERLAY ONLY ) MEDIAN TYPICAL LAYOUT FOR RECYCLING -ACTIVITIES FOR BLVD. SECTION ` UNLESS NOTED OTHERWISE IN STREET SCHEDULE D - 2 REVISED: J 1 1990 Im LEGEND H.M.A.C. REHABILITATION WEDGEMILLING ( RECYCLE/ OVERLAY ONLY ) NOTE :01ALL RIGHT TURN STORAGE LANES SHALL BE CONSIDERED AS PART OF CONTRACT. (2) BUTT JOINTS NOT REQUIRED WITH REMIXING. PROCESS. TYPICAL i LAYOUT FOR RECYCLING ACTIVITES . UNLESS NOTED OTHERw13i IN STREET SCHEDULE. NOTE': If EITHER RADIUS DOES NOT HAVE AN ISLAND. IT WILL BE TREATED AS INDICATED BY APPLICABLE DETAIL . BUTT JOINT STREET BEGIN OR END POINT REGARDLESS OF THE INTERSECTING STREETS ANGLE. 0-3 REVISED: R[V• Mo. SAT[ I 1 1990 LEGEND. H . M .A.C. REHABILITATION WEDGEMIL LING ( RECYCLE /OVERLAY ONLY.) NOTE �Iff ANY COMBINA110N OF ISLANDS ANQ RIGHT TURN LANES ARE ABSENT TURN RADIUS SHALL BE TREATED AS STANDARD. BUTT JOINT SHALL BE SQUARED OFF, IF NEEDED AS A RESULT OF EXISTING CONC. VALLEY GUTTER. (2) BUTT JOINTS NOT REOUIR£D WITH REMIXING PROCESS. TYPICAL LAYOUT FOR RECYCLING ACTIVITIES WHEN INTERSECTING STREETS ARE RECYCLED SIMULTANEOUSLY UNLESS NOTED OTHERWISE IN STREET SCHEDULE D-4 REVISED: RLV. me. DATE! 1 1 9 90 do ,. COLLAR CONFIGURATION COLLAR CONFIGURATION FOR PAVED AREA I IN UNPAVED AREA 4'-0" (MANHOLE) 2'-0" (WATER VALVE) (8) #4 BARS, PLACED AS SHOWN. USE CLASS. "A" :.''J*' (3000 LB) _ ~ • ; .: ; is - CONCRETE. •;f�: *::..-..: 't. ;T:= — ., h9::.e�:s -:•, : J::.. 3", TYP. LJ Z OC 114 , i' ••mw • d ' 1 PLAN VIEW 3 CP. 2E CH4"AMFER GRADE RINGS 3" MIN. TYp; .�•�•._ ;... w,:: GROUND COLLAR '� PVMT. `•PVMT. _:•��; ` •} THICKNESS :. , .•,. ;' , •I VARIES, 8 MIN. �'•:2:27• SUB?.�7 "•�= �. r BASE '.: _ .o•. :,: '., RAM NECK, TYP. ;- i CASE Al COLLAR SHALL TO BOTTOM OF 2 27 CONDCRETE SECTION "A -A" (REBAR REQUIRED). CASE #2 COLLAR SHALL EXTEND 3" BELOW (MANHOLE COLLAR SHOWN) BOTTOM OF LOWEST GRADE RING (NOT TO SCALE) (REBAR REQUIRED). &g;0RaT CITY OF FORT WORTH, TEXAS DATE: 09/2004 lg MANHOLE AND WATER VALVE CONCRETE COLLAR STR-028 Manhole Riser "O" Dia. Hole h 302 Stainless ;l Roll Pin Cross Section view �-- 10 or 12 gage G90 galvanized steel ---T Height o new asphalt overlay �-- 3/4" thick riser bar I I Exnandine Linkaee : 2 1/4" _ 17/64" Diameter holes 6 / O 3/4" O.D. 5/8" �4 1 /41t /4�1 _ 3/8" I. D. 3/8" - 16 Thread Item Item Material Description Tensile Tensile Numher DmMntion Yield Ultimate 1 3/8" Roll Pins 302 Stainless Steel 14,000 LB Double Sheer Strength) 2 Steel Skirt 12 or 10 gage A.].S.I. 1020 Steel (A-36) G-90 Galvanized 33,000 P.S.I. 60,000 P.S.I. 3 Weld 650/6-70%circumference vrelded 75,000 P.S.I. 85,000 P.S.I. 4 3/4" wide Riser Bar Hot Rolled Steel A.I.S.I. 1020 A-36 33,000 P.S.I. 60,000 P.S.I. 5 Rod Ends Forging AI.S.I. C-1030 Steel Heat Treated B1fN 240 Zinc Plated with Dichromate Finish 70,000 P.S.I. 92,000 P.S.I. 6 Turnbuckle AI.S.I. 1020 BHN 149 Zinc Plated dipped in Linebacker nLq inhibitor 70,000 P.S.I. 80,000 P.S.I. Water_ _ Valve Riser Cross Section view Item Item Number Descrintion �—^ 12 gage 090 galvanized steel Material Description new asphalt overlay 3/8" D.O.M. Tube Tensile Tensile Yield Ultimate I Steel Skirt 12 gage A.I.S.I. 1020 Steel (A-36) G-90 Galvanized 33,000 P.S.I. 60,000 P.S.I. 2 Weld Lincoln Outersheild 71 Elite .045 75,000 P.S.I. 85,000 P.S.I. 3 3/8" wide D.O.M Tube D. O. M. Tube A.I.S.I. 1026 A513 type 5 72,000 P.S.I. 87,000 P.S.I. as up In1 Sig in No to am 1�1 w AN ft im 4 +PL Ali Hot In -place Recycling (2009-3) Blk Street Name Street Limits i CD I Mapi M 900 - 1099 5TH AVE W TERRELL AVE - W ROSEDALE ST 9 76M 0.47 3400 - 3895 W 7TH ST BOLAND ST - BELLE PL 7 76A 1.43 1600 - 2299 E BERRY ST S RIVERSIDE DR - OLD MANSFIELD RD 8 77Z 1.36 2300 - 2599 E BERRY ST OLD MANSFIELD RD - MITCHELL BLVD 8 78S 3.42 1400 - 1599 W BOLT ST 6TH AVE - 8TH AVE 9 90G 0.5 7900 - 8399 1 BRENTWOOD STAIR RD COOKS LN - RANCH LN —_ - — _ 1 5 + 81 B 2.96 3000 - 3399 W CANTEY ST— S UNIVERSITY DR - STADIUM DR 9 76S 0.99 2600 - 3399 CHERRY LN - WEST FWY SR EB - WILLIAMS RD 3 73G 3.77 7200 - 7299 ELIZABET_H LN W MERE DR - JOYCE DR 3 73R 0.21 �AALTA 4300 - 4499 GLENWOOD DR OVERTON PARK DR W - S HULEN ST 3 75X 0.47 2110 - 2299 HANDLEY DR NORMAND_Y_RD - MEADOWBROOK DR 4 80A 0.83 _ _ _ 5000 - 5399 4013 - 4341 �KALTENBRUN RD N MAIN ST MARIE JONES RD - EAST LOOP 820 SOUTH TERMINAL RD - AVIATION WAY_ 5 ; 2 93K 48T i 0.98 I 2._6.9 _ MC CART AVE _ WESTCREEK 500 FT S. CLEBURNE RD I6.27 6200 - 6799 DR - OF 6 90w� 3100 - 3399 PORTALES DR -- _-- S NORMANDALE ST - CAMP BOWIE WEST BLVD 7 73P I 0.97 8700 - 8799 -------- 3400 - 3799 RANDOL MILL RD ----------- --- — RENZEL BLVD JOHN T WHITE RD - PVMT CHANGE ---- -- - ----- — - -----,--1--- CAMP BOWIE WEST BLVD - CHAPIN RD j 5 3 ' 67Uj_____1__ 73N 0.33 1.2 1 4600 - 4999 RIVER RANCH BLVD SOUTHWEST LOOP 820 - OVERTON RIDGE BLVD 3 1 89J 1 1.44 2300 - 2749 ROBERTS CUT OFF RD FRITZ ALLEN ST - N CITY LIMITS 7 60D 1 2.44 2600 - 2799 ROGERS AVE MC PHERSON AVE - W CANTEY ST 9 76S 0.33 1400 - 2599 STALCUP RD E ROSEDALE ST - RAMEY AVE 5 79L 1.86 500 - 599 S SUMMIT AVE W PETERSMITH ST - PENNSYLVANIA AVE 9 76G 0,33 100 - 119 N SYLVANIA AVE �E 1ST ST - ROUSE ST 8 163U i 0.19 100 - 299 IS SYLVANIA AVE !E 1ST ST - E 4TH ST 8 63U i 0.46 2496 -_2799 IS UNIVERSITY DR !PARK HILL DR - W CANTEY ST T— j 9 I � :, 76S 1.47 _ 2800 - 3099 - _ S UNIVERSITY DR— W CANTEY ST - W BERRY ST --- _ - 9 76S 1.64 2600 - 3199 _ 5700 - 6399 WALTON AVE- - _— WOODWAY DR MCCART AVE - WESTCREEK DR -- - - — — I WILKIE WAY - ALTAMESA BLVD 6 6 90T 1.08 89Z I 2.96 43.05 t� HMAU SURFACE OVERLAY Al VARIOUS LOCATIONS (2009-3) CITY PROJECT NO. 01313 TPW PROJECT NOk293-541200-20662013 383 STREET BY STREET QUANTITY DETERMINATION SPREAD SHEET 3 o e d v °a' w w Ida xx a a A> w oq '. W low W c� wE w x� d I�z A w 3 x O r�cC d xW wa q 9a�d > z x q a w w x as az � �xF iww� o z�'� xw Aa A�� dw d ad F�,a Aa Oz F m� as Fax °zF �"� aaO F� F ww wz ¢ 3 z W wA 3 A n W 3� a �+W x ?aw Ww o O W z`� xUU a aF W z.a �+ a+ d W � �vFi d ✓' yW W x IF d i z x F� A IMF a p�A iQ' W d U iz z 9 W x W a A dO W W F zz ¢ U 3 d izi F A z W a u W O x a x i U F x a xx w° x¢° z a W n a x N F>. x wwa x z �xoa a d Uw x x°3x zx9x TOTAL o Y � xFxx .. �Fo.. �w.. oF.. xo.. d F ix w �., jaao� a>a.. do 'z °a�a°ix ¢ PAGES F �P ar is wrn "x !A�x AUx rn un U3"3x W ¢-x U' Oxx xz x x �x 3x Sox r�°d �-0.x (ALL- ) rwx .0 - ---TOTAL _ALL QTY QTY - QTY QTY -- QTY - QTY CITY QTY QTY CITY QTY QTY QTY- QTY - -CITY ITEM 1 UNIT ITEM DESCRIPTION 1 E EA -- - Project Designation Sign 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 0 -- -- - - -L 2 LS _o - - - - --- ---- Utility Adjustment -- 0 - -- - 0 ---- 0 0 0 0 - 0 0 - -- 0_ -- 0 0 L 0- -- 0 - L 0 0- 0 0 3 SY Pavement-, 1 inch HMAC Hot -in -Place Recycling~ Rehab 3,360 10,855 45,225 41665 24,000 0 347325 17250 3,275 21470 61450 18,350 _ _ 477800 _ 61500 3$75 211.900 3162830 125 328 247 645 1,835 41780 650 338 213190 4 GAL Rejuvenated Oil - Install (0.1 GAL/SY) 31,683 336 1,086 41523 467 2,400 0 3,433 19,426 185 597 21487 257 11320 745 1,888 69 180 136 355 11009 21629 358 186 12,400 5 TON Pavement - 1-inch Surface Course Type'D' Mix~ Install (1101bs/SY) -- 6 TON HMAC Level Up 9 30 124 13 66 19 94 3 9 7 18 50 131 18 9 602 921 7 LF Wedge Miling 1 Inch to 0 Inch Depth, 5.0 Ft Wide 11550 53560 13,200 27100 71710 0 101650 640 13550 11200 4,450 53320 21,700 37000 17900 805530 130,695 0 0 0 0 0 2,030 0 0 0 0 0 0 0: 0 0 --- 29030 11,155 - -- ----- 8 LF Wedge Miling 2 Inch to 0 Inch Depth, 5.0 Ft Wide 9 EA Butt Joint -Milled 2 2 6 0 6 2 2 2 2 2 2 4 I 4 2 2 40 68 9 SY 2 Inch HMAC Surface Milling 0 0 0 0 60 0 0 0 0 0 0 50 0 0 0 110 110 14 EA I Water Valve Box Adjustment With Steel Riser 2 12 10 0 0 3 5 0 0 _ 3 _ - 3 0 2 5 0 45 — 82 15 EA Water Valve Box Adjustment with Concrete Collar 0 0 0 1 0 0 0 0 - 0 0 0 0 0_ 1 - 0 0 0 - 0 0 - 17 EA Manhole Adjustment With Steel Riser 3 8 21 0 1 3 14 1 0 7 6 0 5 4 0 73 106 18 EA Adjustment With Concrete Collar 0 0 0 0 0 0 0 ; 0 0 i 0 0 0 0 0 0 0 0 Manhole Mobilization_- Services 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - Week ofthe Week of the Week of the Week of the Week of the Week of the 3rd Week of the Week of the Week of the Week of the Week of the Week of the Week of the Week of the 4th Week of the Monthly Pickup of Bulky Items 3rd Monday of 4th Monday of 2nd Monday of 3rd Monday of 2nd Monday Monday of the 4th Monday of 4th Monday of 3rd Monday of 3rd Monday of 2nd Monday of 1 st Monday of 3rd Monday of Monday of the j 1 st Monday of 120,000 LF STRIPE the month the month the month the month of the month month the month the month the month the month the month the month the month month the month Garbage, Recycling,Yard Trimmings & Brush Weekly Pickup Days J Wednesday I Tuesday Wednesday Wednesday Thursday Wednesday Wednesday Wednesday Wednesday Wednesday Thursday Tuesday Friday) Wednesday Thursday Page 1 of 2 HMAC SURFACE OVERLAY AT VARIOUS LOCATIONS (2009-3) CITY PROJECT N . 013I3 °`P'�r EOEC'' NO. C293-4 i 200-2066031.,��3 STREET BY STREET QUANTITY DETERMINATION SPREAD SHEET - ---- - - z - -" --- 3 3 w - - _ ___ ___ __� _ 3 � � �� [�. q a to , � W �� H 3 w m C � � w w w� x six q � ¢ E x¢ !>� �x q q � � va+ j'� (xjNq .F7Wh Wz � qqWW Q�d !QO iQa Fq ��F� i�j A}i0.`a1 '� � y � z oo � U E' � � GG d '� � z a 'd W � � v7 ¢ I Q ¢ v �. c� ��,,a �a� a d � a> � '� laa laws, � zF � 3w z:a � !aaaz o� h¢ �a ,a w� oq � w� H F Iw � x IwF x i3w� I d 'w as a x o w a N a x w wryH �� w F� �> � aF >� �� w I� z� �¢ q I d d N w a Wz �wza H xF- i�zza ¢ ! � p� �� ° wdxa �'�aa !o�Fa jo�aa i¢a�x ��a ��x ���o ��u a odFa I �wr�x I ,,..�� v,v�w x�v_x___�3ax � xw�x x�_�x -QTY �3wx _zw_x_ �_wx �a,yx � 3 3 _-_"-- --"- TOTAL _ ITEM U IN T __ _ _ ITEM DESCRIPTION QTY QTY QTY QTY QTY QTY QTY QTY QTY QTYx QTY- 1 EA Project Designation Sign 0 0 0 0 0 0 0 0 0 0 0 0 I 0 2 LS 'Utility Adjustment 0 0 0 0 0 0 0 0 0 0 0 0 --- 0 - - --�--- --- 3 SY Pavement - 1-inch HMAC Hot -in -Place Recycling -Rehab 9,650 10,150 19,460 2,275 13,900 2,470 1,410 3230 14,350 0 7,435 20,600 104,930 4 GAL Rejuvenated Oil -Install (0.1 GAUSY) 965 1,015 1,946 228 1,390 247 141 323 1,435 0 744 2,060 10,493 5 TON 'Pavement- 1-inch Surface Course Type'D' Mix -Install (1101bs/SY) 531 558 1,070 125 765 136 78 178 789 1,255 409 1,133 7,026 6 TON�HMAC Level Up 27 28 54 6 38 7 4 9 39 31 20 57 320 7 LF Wedge Miling 1 Inch to 0 Inch Depth, 5 0 Ft Wide 4,450 3,550 10,300 1,600 7,025 1 110 650 1310 1,200 0 3,520 15,450 50,165 - . ------ 0 - --I----- - - ---- 0 --._" 0 _ ----__ 0 --- -- ----- -_ _. _._. 0 ".-- 0 � -- --- - - -- - - - - LF -- ----- -- __- -- Wedge Miling 2 Inch to 0 Inch Depth; 5 0 Ft Wide - 0 0 0 0 0 9,125 9,125 8 EA Butt Joint -Milled 2 4 4 2 0 2 1 2 1 2 2 6 28 9 SY 2 Inch HMAC Surface Milling 0 0 0 0 0 0 0 0 0 0 0 0 0 14 EA Water Valve Box Adjustment With Steel Riser � 4 0 0 2 6 0 1 I 2 2 10 8 2 1 37 15 i Water Valve Box Adjustment with Concrete Collar 0 0 0 0 0 0 0 0 0 0 0 0� 0 _EA � �_ � 17 EAf-Manhole Adjustment With Steel Riser 0 3 0 0 8 0 1 g� 4 1 5 8 33 18 EA _ Manhole Adjustment With Concrete Collar � 0 0 0 0 0 0 -- 0 0 - 0 i 0 0 0 _ 0� _ - - Mobilization -Services 0 0 0 0 0 0 � 0 0 0 I 0 � 0 0 � __" a I --1---- ___ --- ^of ��. - --- --- - - � Week of the 4th Week of the Week the Week of the Week of the Week of the 3rd Week of the Week of the Week of the Week of the i Week of the Week of the Monthly Pickup of Bulky Items 'Monday of the 4th Monday of 4th Monday of 3rd Monday of 2nd Monday Monday of the 1st Monday of 1st Monday of 3rd Monday of 3rd Monday of 3rd Monday of 3rd Monday of month the month the month the month of the month mont� the month the month the month the month the month the month Garbage, Recycling,Yard Trimmings &Brush Weekly Pickup Days Wednesda� Friday Tuesday Wednesday Thursday Wednesday I Thursday Thursday Wednesday Wednesday Friday Friday -- -- - ONALL STREETS IN THIS CONTRACT, THE CONTRACTOR MAY WORK DURING THE DAY, BETWEEN 7:00 A.M. UNTIL 7:00 P.M: Page 2 of 2