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Contract 39119
No rdoempow, SPECIFICATIONS-----coN'R&Mft �„�Wucnms e o co. AND ._:�X�cm WRuml CONTRACT DOCUMENTS FOR HMAC SURFACE OVERLAY (2009-8) AT VARIOUS LOCATIONS IN THE CITY OF FORT WORTH, TEXAS .. CITY PROJECT NO.01327 CITY SECRETARY �j CONTRACT NO. 11 TPW PROJECT NO. C293-541200-207620132783 2009 MIKE MONCRIEF DALE A. FISSELER, P.E. MAYOR CITY MANAGER r WILLIAM A. VERKEST, P.E., DIRECTOR ` TRANSPORTATION AND PUBLIC WORKS DEPARTMENT uw GEORGE A. BEHMANESH, P.E., ASSISTANT DIRECTOR TRANSPORTATION AND PUBLIC WORKS DEPARTMENT aw PREPARED BY TRANSPORTATION AND PUBLIC WORKS DEPARTMENT INFRASTRUCTURE GROUP -`�o.OF Nl;�� * *rr .w OFFICIAL RECORD CITY SECRETARY FT. ViORTH, T M&C Review Page 1 of 2 Official site of the City of Fort Worth, Texas _ CITY COUNCIL AGENDA FoRT Wo RTH COUNCIL ACTION: Approved on 7/28/2009 DATE: 7/28/2009 REFERENCE NO.: C-23691 LOG NAME: 20HMAC 2009- 8 CODE: C TYPE: NON -CONSENT PUBLIC HEARING: NO SUBJECT: Authorize a Contract with Dirtco, d/b/a Styles Contracting, in the Amount of $1,262,606.25 for Hot Mix Asphaltic Concrete Surface Overlay 2009-8 at Thirty -Three Locations RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with Dirtco, d/b/a Styles Contracting, in the amount of $1,262,606.25 for 210 calendar days for Hot Mix Asphaltic Concrete Surface Overlay 2009-8 at 33 locations that are listed on the attachment. �. DISCUSSION: In the Fiscal Year 2008-2009 Contract Major Maintenance Program, various types of street r, maintenance techniques are grouped into specific contract packages. Hot Mix Asphaltic Concrete (HMAC) Surface Overlay 2009-8 at 33 locations provides for surface and base rehabilitation, curb and gutter and valley gutter replacements for asphalt streets funded from the Contract Street Maintenance Fund. The City of Fort Worth (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 in the Fort Worth Star -Telegram on March 26, 2009, and April 2, 2009. On April 16, 2009, the following bids were received: Bidders Amount Dirtco, d/b/a Styles Contracting $1,262,606.25 JLB Contracting, L.P. $1,338,906.75 Austin Bridge and Road, L.P. $1,405,440.00 P&E Contractors, Inc. $1,437,100.00 Peachtree Construction, Ltd. $1,443,295.00 Dirtco, d/b/a Styles Contracting, is in compliance with the City's M/WBE Ordinance by committing to 15 percent M/WBE participation. The City's goal on this project is 15 percent. These projects are located in COUNCIL DISTRICTS 3, 7 and 9. 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 207620132783 $1,262,606.25 http://apps.cfwnet.org/council_packet/mcl-review.asp?ID=l 1692&councildate=7/28/2009 8/14/2009 M&C Review Page 2 of 2 Submitted for City Manager's Office by: Ori inating Department Head: Additional Information Contact: ATTACHMENTS we MAP HMAC 2009-8 Page 1pdf MAP HMAC 2009-8 _Pane 2.pdf MW Ma i" so Fernando Costa (6122) William Verkest (8255) George Behmanesh (7914) http://apps.cfwnet.org/council_packet/mc—review.asp?ID=1 1692&councildate=7/28/2009 8/14/2009 dw jwb r r SPECIFICATIONS AND CONTRACT DOCUMENTS FOR HMAC SURFACE OVERLAY (2009-8) AT VARIOUS LOCATIONS IN THE CITY OF FORT WORTH, TEXAS CITY PROJECT NO. 01327 TPW PROJECT NO. C293-541200-207620132783 3- Zb"-- o NAJIB F�iiS, P.E. DATE INFRASTRUCTURE MANAGER TRANSPORTATION AND PUBLIC WORKS DEPARTMENT DAVID TOWNSE , P.E. DATE ENGINEERING MANAGER WATER DEPARTMENT TABLE OF CONTENTS 1. Notice to Bidders 2. Special Instructions to Bidders 3. Minority and Women Business Enterprise Specifications 4. Proposal 5. Special Provisions 6. Item 360, Concrete Pavement (Modified Specification) 7. Prevailing Wage Rates •• 8. Vendor Compliance 9. Contractor Compliance with Worker's Compensation Law 10. Certificate of Insurance 11. Equipment Schedule 12. Experience Record 13. Performance Bond 14. Payment Bond 15. Maintenance Bond i 16. Contract 17. Notice of Construction Detail 18. Project Designation Sign Detail .. 19. Other Details 20. Street Locations 21. Street by Street Paving Quantity Determination Spreadsheet Sealed Proposals for the following: w CITY OF FORT WORTH, TEXAS HMAC SURFACE OVERLAY (2009-8) CITY PROJECT No. 01327 TPW PROJECT NO. C293-541200-207620132783 Inv 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 16, 2009, and then publicly read aloud at 2:00 P.M., in the Council Chambers. i 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, April 7, 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: 85,000 S.Y. 2" HMAC Surface Course Type "D" Pavement 89,000 S.Y. 8" Pavement Pulverization 860 TON Cement Modification (26 lbs/SY) 10,500 L.F. Pavement Wedge Milling (2" to 0" Depth, 5' Wide) 5,000 L.F. 7" Concrete Curb and Gutter 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 26, 2009 April 2, 2009 WILLIAM A. VERKEST, P.E., DIRECTOR TRANSPORTATION AND PUBLIC WORKS DEPARTMENT By: Riad Nusrallah, RE Street Program Manager SPECIAL INSTRUCTIONS TO BIDDERS MW 1. BID SECURITY: Cashier's check or an acceptable bidder's bond payable to the City of •. Fort Worth, in an amount of not less than 5 percent of the largest possible total of the bid submitted must accompany the bid, and is subject to forfeit in the event the successful bidder fails to execute the contract documents within ten days after the contract has been -■ awarded. To be an acceptable surety on the bid bond, the surety must be authorized to do business in the state of Texas. In addition, the surety must (1) hold a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law; or (2) have obtained reinsurance for any liability in excess of $100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law. Satisfactory proof of any such reinsurance shall be provided to the City upon request. The City, in its sole discretion, will determine the adequacy of the proof required herein. 2. PROPOSAL: After proposals have been opened and read aloud, the proposals will be tabulated on the basis of the quoted prices, the quantities shown in the proposal, and the application of such formulas or other methods of bringing items to a common basis as may be established in the Contract Documents. The total obtained by taking the sum of the products of unit prices quoted and the estimated quantities plus any lump sum items and such other quoted amounts as may enter into the cost of the completed project will be considered as the amount of the bid. Until the award of the contract is made by the Owner, the right will be reserved to reject any or all proposals and waive technicalities, to re -advertise for new proposals, or to proceed with the work in any manner as maybe considered for the best interest of the s` 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 hereinafter provided, without in any way invalidating the unit prices bid or any other requirements of the Contract Documents. No 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- a, 2729. Bids that do not acknowledge all applicable addenda will be rejected as non- responsive. SPGCIAI. INSTRUCTIONS TO BIDDERS -1- +W 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 Tw CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") is received by the City. mo 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 mo furnish bonding as applicable in a sum equal to the amount of the contract awarded. The form of the bond shall be as herein provided and the surety shall be acceptable to the City. All bonds furnished hereunder shall meet the requirements of Chapter 2253 of the Texas Government Code, as amended. A. If the total contract price is $25,000 or less, payment to the contractor shall be UW 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. MW B. If the contract amount is in excess of $25,000, a Payment Bond shall be executed, in the amount of the contract, solely for the protection of all claimants supplying labor and material in the prosecution of the work. C. If the contract amount is in excess of $100,000, a Performance Bond shall be executed, in the amount of the contract conditioned on the faithful performance of Im 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 uo 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 Im 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 fto 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 ,W 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 v SPECIAL INSTRUCTIONS TO BIDDERS '� -2- VW the contractor to that effect and the contractor shall immediately provide a new surety .. satisfactory to the City 6. LIQUIDATED DAMAGES: The Contractor's attention is called to Part 1 - General Provisions, Item 8, Paragraph 8.6, Standard Specifications for Street and Storm Drain Construction of the City of Fort Worth, Texas, concerning liquidated damages for late completion of projects. 7. EMPLOYMENT AND NON-DISCRIMINATION: The Contractor shall not discriminate against any person(s) because of sex, race, religion, color or national origin and shall comply with the provisions of sections 13A-21 through 13A-29 of the Code of the City of Fort Worth (1986), as amended, prohibiting discrimination in employment practices. 8 WAGE RATES: 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 No 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. aw B. Penalty for Violation. A contractor or any subcontractor who does not pay the prevailing wage shall, _ upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained _ by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a contractor or subcontractor, the City shall make an initial determination, before the 31st day after the date the City receives the information, as to whether good cause exists to .w 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 INSTRUCTIONSTO O BIDDERS .. -3- W wages due under the prevailing wage rates, such amounts being subtracted from Um successive progress payments pending a final determination of the violation. D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the contractor or subcontractor and any affected worker do not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to paragraph (c) above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11 th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. 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. 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. 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.) a. 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 I `� SPECIAL INSTRUCTIONS TO BIDDERS -4- W prepared by an independent Public Accountant holding a valid permit issued by an Im appropriate State Licensing Agency. 10. INSURANCE: Within ten days of receipt of notice of award of contract, the Contractor must provide, along with executed contract documents and appropriate bonds, proof of insurance for Workers Compensation (statutory); Comprehensive General Liability ($1,000,000 per occurrence, $2,000,000 aggregate); and Automobile Insurance ($1,000,000 each accident on a combined single basis or $250,000 property damage/$500,000 bodily injury per person per occurrence. A commercial business policy shall provide coverage on "any auto", defined as autos owned, hired, and non - owned). Additional lines of coverage may be requested. If such a request is made after bid opening, Contractor shall be entitled to additional compensation equal to 110% of the additional premium cost. For worker's compensation insurance requirements, see Special Instructions to Bidders - Item 16. ADDITIONAL INSURANCE REQUIREMENTS: A. The City, its officers, employees and servants shall be endorsed as an additional insured on Contractor's insurance policies excepting employer's liability insurance .. coverage under Contractor's workers' compensation insurance policy. VW 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 wo the contracted project. C. Any failure on part of the City to request required insurance documentation shall VW not constitute a waiver of the insurance requirements specified herein. D. Each insurance policy shall be endorsed to provide the City a minimum thirty a 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 No solvency. F. Deductible limits, or self -funded retention limits, on each policy must not exceed Im $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. w El. Workers' compensation insurance policy(s) covering employees employed on the project shall be endorsed with a waiver of subrogation providing rights of VW SPECIAL INSTRUCTIONS TO BIDDERS No - 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. J. Contractor's insurance policies shall each be endorsed to provide that such insurance is primary protection and any self -funded or commercial coverage maintained by City shall not be called upon to contribute to loss recovery. K. In the course of the project, Contractor shall report, in a timely manner, to City's "" officially designated contract administrator any known loss occurrence which could give rise to a liability claim or lawsuit or which could result in a property loss. L. Contractor's liability shall not be limited to the specified amounts of insurance required herein. M. Upon the request of City, Contractor shall provide complete copies of all insurance policies required by these contract documents. 11. NON-RESIDENT BIDDERS: Pursuant to Texas Government Code, art. 2252.002, the City of Fort Worth will not award this contract to a non-resident bidder unless the non- resident's bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a _ non-resident bidder to obtain a comparable contract in the state in which the non- resident's principal place of business is located. "Non-resident bidder" means a bidder whose principal place of business is not in this state, but excludes a contractor whose ultimate parent company of majority owner has its principal place of business in this state. "Texas resident bidder" means a bidder whose principal place of business is in this state, and includes a contractor whose ultimate parent company or majority owner aw has its principal place of business in this state. This provision does not apply if the project is funded in whole or in part with federal „ funds. The appropriate blanks of the Proposal must be filled out by all non-resident bidders in order for its bid to meet specifications. The failure of a non-resident contractor to do so will automatically disqualify that bidder. ., 12. MINORITY/WOMEN BUSINESS ENTE.RPRISE:: 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. IM SPECIAL INSTRUCTIONS TO BIDDERS ' -6- VW The M/WBE Utilization Form, Prime Contractor Waiver Form and the Good Faith Effort •. Form, as applicable, must be submitted no later than 5:00 p. in. five (5) City business days after the bid opening date, exclusive of the bid opening date. The bidder shall submit the documentation at the reception area of the Transportation and Public Works •• Department ("Managing Department"), 2nd floor, City Hall, and shall obtain a receipt. Failure to comply shall render your bid non -responsive. -o 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 No A notice to proceed will not be issued until the signed letter(s) or executed agreement(s) have been received. Throughout the duration of this project, the Contractor comply with the M/WBE Ordinance by complying with the following procedures: • A M/WBE Participation Report Form must be submitted monthly until the contract is completed. The first report will be due 30 days after commencement of work. The monthly report MUST have an original signature to ensure accountability for audit purposes. _ • Reports are to be submitted monthly to the M/WBE Office, regardless of whether or not the M/WBE firm has been utilized. If there was no activity by an M/WBE in a particular month, place a "0" or "no participation" in the spaces provided, and provide a brief explanation. • The Contractor shall provide the M/WBE Office proof of payment to the M/WBE subcontractors and suppliers only. The M/WBE Office will accept the following as proof of payment: un 1. Copies of submitted invoices with front and back copies of canceled check(s), OR 2. A notarized letter explaining, in detail: a Subcontractor/supplier Scope of Work b. Date when services were received from subcontractor/supplier c. Amounts paid to the subcontractor/supplier d. Original signatures from both parties must be included on this letter. SPECIAL INSTRUCTIONS TO BIDDERS .. • If the Contractor foresees a problem with submitting participation reports and/or proof of payment on a monthly basis, the M/WBE Office should be notified. If the Contractor wishes to change or delete an M/WBE subcontractor or supplier, adhere to the following: 1. Immediately submit a Request for Approval of Change Form to the M/WBE Office explaining the request for the change or deletion. 2. If the change affects the committed M/WBE participation goal, state clearly how and why in documentation. a. All requests for changes must be reviewed and pre -approved by the M/WBE s Office. b. If the Contractor makes change(s) prior to approval, the change will not be considered when performing a post compliance review on this project. • Upon the Contractor's successful completion of this project, and within ten days after receipt of final payment from the City of Fort Worth, The Contractor will provide the M/WBE Office with a Final Participation Report Form to reflect the total participation from ALL subcontractors/suppliers utilized on the project. • All forms are available at the M/WBE Office, 3rd floor - City Hall. For additional information regarding compliance to the M/WBE Ordinance, call (817) 871-6104. Upon request, Contractor agrees to provide to Owner Complete and accurate information F 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 F 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 w 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 INSTRUCTIONS TO BIDDERS -8- .1 b. Payment of the retainage will be included with the final payment after acceptance of the -0 project as being complete. c. The project shall be deemed complete and accepted by the City as of the date the final .W punch list has been completed, as evidenced by a written statement signed by the contractor and the City. 00 d. The warranty period shall begin as of the date that the final punch list has been completed. 'm e. Bills Paid Affidavit and Consent of Surety shall be required prior to final payment becoming due and payable. 40 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 pr-egress 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 4 DAY, that day will be considered as a weather day and added onto the allowable weather days of a given month. aw 16. WORKERS COMPENSATION INSURANCE COVERAGE: Contractors compliance with Workers Compensation shall be as follows: SPECIAL INSTRUCTIONS'rO BIDDERS 9 A. Definitions: w Certificate of coverage ("certificate") - A copy of a certificate of insurance, a certificate of authority to self -insure issued by the commission, or a coverage �. agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity employees providing services on a project, for the duration of the project. Duration of the project - includes the time from the beginning of the work on the project until the contractor's/person's work on the project has been completed and accepted by the governmental entity. Persons providing services on the project ("subcontractor" in, 406.096) - includes all persons or entities performing all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner -operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. B. The contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of the contractor providing services on the project, for the duration of the project. C. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. D. If the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project, the contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. E. The contractor shall obtain from each person providing services on a project, and provide to the City: (1) a certificate of coverage, prior to that person beginning work on the project, so the City will have on file certificates of coverage showing coverage for all persons providing services on the project; and (2) no later than seven days after receipt by the contractor. a new certificate of VO E. The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. G. The contractor shall notify the governmental entity in writing by certified mail or personal delivery, within ten days after the contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project. H. The contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Workers' Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. I. The contractor shall contractually require each person with whom it contracts to provide services on a project, to: (1) provide coverage, based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; (2) provide to the contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (3) provide the contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; .. (4) obtain from each other person or entity with whom it contracts, and provide to the contractor: Ma (a) a certificate of coverage, prior to the other person or entity beginning work on the project; and (b) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter. (6) notify the governmental entity in writing by certified mail or personal delivery, within ten days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project, and i SPECIAL INSTRUCTIONS'rO BIDDERS "' -I1- ti. %0 (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 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. Am This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee." "Call the Texas Workers' Compensation Commission at (512) 440-3789 to receive information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage." .• 17. AGE DISCRIMINATION: In accordance with the policy ("Policy") of the Executive Branch of the federal government, contractor covenants that neither it nor any officers, members, agents or employees who engage in the performance of this contract shall, in •• connection with such employment, advancement or discharge of employees or in connection with the terms, conditions or privileges of their employment, discriminate wo SPECIAL INSTRUCTIONS TO BIDDERS wo - 12- .. against any person because of their age except on the basis of a bona fide occupational IM qualification, retirement plan or statutory requirement. Contractor further covenants that neither it nor its officers, members, agents or employees SW 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 i Contractor's alleged failure to comply with the ADA in the performance of this contract. .. END OF SECTION am .0 a. rr• SPECIAL. INSTRUCI10NS ,ro BIDDERS "" - 13 - PROPOSAL TO: CITY OF FORT WORTH PURCHASING DIVISION 1000 THROCKMORTON ST FORT WORTH, TEXAS 76102 FOR: H.M.A.C. SURFACE OVERLAY (2009-8) AT VARIOUS LOCATIONS CITY PROJECT NO, 01327 TPW PROJECT NO. C293- 541200-207620132783 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 (f) 25% of the contract award. The contractor is not entitled to any additional compensation or renegotiation of individual pay item bid prices. Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract and furnish Performance, Payment and Maintenance Bonds acceptable to and approved by the City of Fort Worth for performing and completing the said work within the time stated and for the following sums, to -wit: SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH ITEM ITEM QUANTITY BID PRICES WRITTEN IN WORDS S.P S.P. 2 EA. Project Designation Sign @ Two Hundred Dollars & No Cents Per Each 2 LUMPSUM Utility Adjustment @ Six Thousand Dollars & No Cents Per L.S. UNIT PRICE $ 200.00 $ 6,000.00 TOTAL AMOUNT BID $ 400.00 $ 6,000.00 P-1 SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL ITEM ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT BID 104 3 5,000 L.F. Remove and Replace Concrete Curb & 502 Cu er @ S.P. Dollars & Cents Per L.F. 5Dp $ d $ 9' DD 502 4 550 L.F. New Concrete Curb & Gutter @ S.P. l.�Li Dollars & Cents Per L.F. 104 5 3,000 S.F. Remove and Replace 6-Inch 504 Conccr`to Driveway @ S.P. ��Q Dollars & 5V Cents Per S.F. $_ $ /1ps00 104 6 100 S.F. Remove and Replace 6-Inch 504 Exposed Aggregate Concrete S.P. Driveway @ Dollars & 6—V Cents Per S.F. $. 7_ $ 504 7 100 S.F. New 6-In h Concrete Driveway @ S.P. Dollars & Cents Per S.F. �s 104 8 100 S.F. Remove and Replace 4-Inch 504 ncr Coto Sidewalk @ S.P. Dollars & Cents Per S.F. w If � $ T $ 104 9 100 S.F. Remove and Replace 4-Inch 504 Exposed Aggregate Sidewalk @ S.P. Dollars & Cents Per S.F. p-O $ $ 504 10 100 S.F. New 4-1,!gh Concrete Sidewalk @ S.P. _ Dollars & I y�0 fO Cents Per S.F. $ $ w" P-2 SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL ITEM ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT BID 104 11 150 S.F. Remove Existing Wheelchair Ramp and 504 Install Standard 4-inch ADA Wheelchair S.P. Ramp (with detectable warning Dome - Tile surface) & Dollars $0 $ 423 Cents Per S.F. 504 12 175 S.F. New 4-Inch ADA Wheelchair S.P. Ramp (with detectable warning Doi -Tile surface @ y✓ Dollars & Cents Per S.F. —� 104 13 200 S.Y. Remove and Replace Existing Concrete 360 Valley Gutter @ S.P. &� Dollars & Cents Per S.Y. '/ $ 77 $ 360 14 330 S.Y. N w Concrete V Iley Gutter @ S.P. Dollars & Cents Per S.Y. $ S.P. 15 1 EA. Remove and Replace 5-Ft Storm Daina Inlet @ , Dollars & i T $ 9:2f0 Cents Per Each S.P. 16 1 EA. Remove and Replace 10-Ft Storm Drainage Inlet To @ " Dollars & $ Cents Per Each 402 17 100 L.F. 6-Inch Perforated Subdrain Pipe @ 500 Dollars & 620 S.P. Cents Per L.F. $�� $ 275 18 66,000 S.Y. 8-Inch Pavement Pulverization @ S.P. Dollars & $ Cents Per S.Y. P-3 Im SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH ITEM ITEM QUANTITY BID PRICES WRITTEN IN WORDS 275 S.P. 106 S. R 247 S.P' 300 310 340 S.P. 300 310 340 S.P. S.P. 19 860 Ton Cement Modification (26 Ibs/sy) @ �j ��ollars & _Cents Per Ton 20 50 C.Y. Unclassified Street Excavation @ 4;4e_% Dollars & /Ylfl Cents Per C.Y. 21 50 C.Y. Crushed Limestone @ zr�• Dollars & I Cents Per C.Y. 22 300 C.Y. Asphalt Pavement and Base @ Dollars & 4� eents Per C.Y. 23 24 S.P. 25 S.P. 26 UNIT TOTAL PRICE AMOUNT BID •- ♦ $-29' $ A95o 500 Ton HMAC Pavement Level -Up @ Dollars & /J? Cents Per Ton $ /O $ 3o�O 10,500 L.F. Pavement Wedge Milling 2-Inch to 0- Inch Depth, 5.0 Ft Wide @ Dollars & ` 6 Cents Per L.F. $ $ 6 e`�� 15 EA. Butt Joint Milling @ Dollars & Cents Per Each $-12,.,E $ �37s 5,300 S.Y. 2-Inch-Surface Milling @ Dollars & Cents Per S.Y. $ / $ P-4 SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL ITEM ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT BID 300 27 12,500 L.F. Crack Sealing of Existing Pavement @ S.P. d Dollars & S CJOY-44 • W Cents Per L.F. $ • 7 $ 37S 300 310 340 S.P. 28 89,000 S.Y S.P. 29 1 EA. S.P. 30 1 EA. 2-Inch-HMAC Surface Course Type "D" Mix @ r� Dollars & Cents Per S.Y. Removal and Replacement of 30-Ft HMAC Speed Cushion w/strippingd�zww-@ Dollars & l" Cents Per Each Removal and Replacement of 40-Ft HMAC Speed Cushion w/st 'pping @ � 4 ollars & /Je Cents Per Each 450 31 50 EA. Water Valve Box Adjustment S.P. With Steel Riser0 k —0) �k e @ lars & ,_Cents Per Each 60 $--�- $610100 f, i 406 32 2 EA. Water Valve Box Adjustment 450 With Concrete Collar @ S.P. Dollars & l%j0 Cents Per Each S.P. 33 2 EA. Water Meter Box Adjustment @ Dollars & -140 Cents Per Each $ 3S $—!—_ P-5 SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH UNIT ITEM ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE 450 34 54 EA. Manhole Adjustment With S.P. Steel Riser @ TOTAL AMOUNT BID Cents Per Each 406 35 1 EA. Manhole Adjustment With 450 Concrete Collar @ S.P. Ilars & _ /ice ents Per Each S.P. 36 45 EA. Painting House Addresses @ Dollars & Cents Per Each $ �Q S.P. 37 600 S.Y. St. Augustine Grass Sod @ Dollars & ,mod _Cents Per S.Y. $ $ a S.P. 38 600 S.Y. Bermuda Grass Sod @ Dollars & Cents Per S.Y. $ $ S.P. 39 3 EA. Re -Mobilization @ Five Hundred Dollars & No Cents Per Each TOTAL BID $ 500.00 $ 1,500.00 P-6 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 two hundred and ten (210) Calendar Days from and after the date for commencing work as set forth in the written Work order to be issued by the Owner, and to pay not less than the "Prevailing Wage Rates for Street, Drainage and Utility Construction" as established by the City of Fort Worth, Texas. Within Ten (10) Calendar Days of receipt of notice of acceptance of this bid, the undersigned will execute the formal contract and will deliver an approved Surety Bond for the faithful performance of this contract. The attached deposit check in the sum of Dollars ($ is to become the property of the City of Fort Worth, Texas, or the attached Bidder's Bond is to be forfeited in the event the contract and bond are not executed within the time set forth, as liquidated damages for delay and additional work caused thereby. The Contractor shall mobilize within ten (10) calendar days of the notice given by the Construction Engineer for 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: li / espectfully submitted ba, Company ame By: Signatu CTAM y sST �j�GE 5 Printed Name of Prig ipal Address: 5 S E-mail Address:,"`" SGOi �/,�•(4/'i Telephone: r- 7 37f 6oQ P-7 Pw_ City of Fort Worth 0 4 t2 1 0.9 Minority and Wonis - BusinessPOC Enterprise S IfIcati kf �3 §.Pgc RU�T[ !&�' ONA Ft BIDDERS P11 OUCY ;TT ATEMkNI. it Is ft poncy of vve City of Fort Worth to Gri Mrs to full and "Wftbli ParWonifon'by Minority and Woman 13usiness Enterprisgs (WW13E) In the procuremlent of ON goods, and wvk*s to ft CRY on 0 =*a&4* basis. AN reO*wwft OW MgtA*xm stated Ire Ova CHO current 'Amnority Pnd "w" sp* tpl* Md. COMetc iSPECIE-WOW.- 41tY Or Ndders, to i Mora, are required comply IrftTt of rwcws WWI* QrdinIq" by Mir Oxcipid t mi above sbftd WINM giw*,w JX, 0 Aj wimi Tho' r be,recelftd byfa Maniging: mel"d by 5:00 0^�e CRY SYS OW to bid met or excescec: �5 '4- pind"'exdugiveof ftbd' data. I Good F&O Effort Ow _ng received by 500 P."14 five (5) , -city . business days after the bid Utaketloft forcer, N pa"Idoition Is less Ow opening 46"' jt,,,Ogfft late. stated a". raCeIV* by 1$4 Qrpj.,,,fNe aCity --busing" daystitsaftertits� bid Form0 no MANSE pp"Iolpatiom- opening d*W uclusim,of thebid40!qffl data. 4. Prino Co cos Walvw PorK if you wHI received by 5:00 Wrn� be (5) Cky business days after the bid' Perform 01 s4bPordrOODWO WO& I - 11 ,Oler *!I indusW# the bld�gp2ft date. 14— L JO -V*nj**:FwwR #Wigg 'join a t Venture exceedda Axalved ty-4QkAr bid 0, *TC.00 (5)_bi� da"'— theor 0 °�A City 4 Foft WOM Sy&ogat /$uRpliers Utilization FoEM Identify all subcontractors/suppilers you will use ®n this project Failure to complete this forth, 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, v+rilt result M the bid being considered non4asponsive to bid specificatigrts. INH ATTACFM Paps a bf Primes are required to Wenffy --lbactorslaa►pp"M regardless of sift*; i.e.. Minority, Wowwn and non.iWWBEs. Please list MIWBE tarn first. use additnal sheets if neCesOary. SUBCONTRACTORISUPPLIER . Compans an Addres T a ww ww) N A M SubContracttnp Work DOW Supplies Pun#tmased Dollar Amount a W v X . A. ,c a &�� J; 70057 '0 *9 Aty dud �3 or 5. AlrTAOiMNT IA ft T Pap 3 of 4 Primes am required to Men* regardless of status; i.e.. Minority, Women and non-MMSE& Please Not MNME irms first use additional sheets If necessary. SUWONTRWORISUPPLOt T DOW coi arnI �y N Ow -- Address IS, wft Subcontracting Work Supplies Purchased Dollar Amount TOIQ�ftx % II e A wEd i ff FoRTWORTH ATTACHMEW iA Pne 4 of 4 Irotai Dollar Amount of MMSE Subcont!*dor Uppllers $ Total Dollar Amount of Non-MMISM Sub0ohViCWWSUpP#9M CP TOTAL DOLLAR ANIMINT OF ALL SUBCONMCTORWSUPPUERS By of bdng a signature to this form, to Offeror furttler agrees to pmvlde, directly to the City upon request, _,'- complete and accurate Information, regisfolngactual jj6* peff " ormed by all subcontractors. Inducting I Olk"tt agrees to allow an audit and/or W/DIX(s) - v w Pgomentg submitted with also examination of any boolts, records and files held, by their -"Prowy - Tho. bidder. agrees to allow to Mer fiews lift , v � 0, ownem. Wf*s o"Icook employeas and applicable subcontract W-----" Tuactors participating pn-,1160, aw"61' that '4AH, siubstantlato - to actual work pwformW by - the WW60 $) on this dIDntM4 an Is 0MC*r Or employ** of #4City. Any Intanti",Uand1dr-kriom" Ore - asentation of fto4vA b *.Wminating ft contrad debarment mi pr w 4, riot less. than i fn.*h city a SO -,t*# *Won under fe er7rr11 (hats or y Locil laws concern Ise statemen An c6rnply *01 thin (�illnanoe w4qr" Avoterial broach of con#W my result In a determination of an irresponsible Offww and baffed from "rtJd;'w*V In ty C4 work A* a period of time not less than one (1) Imar. 6Aev ALdhorh" $*V16" P"nw 81"um TM comic Nwneffft (N cifftnut) ff/ 7 .72V ig@29 Eampony Nww Tokwphorw "of Fu , 7 awAM5&e. Addmn E-"I AddWn f - W-0 KI At 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 (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 (016 0 Address )Cf I I fr 'Tx -) wzq S City State Zip By: (Please print) R' h"' Title (Please print) THIS FORM MUST BE RETURNED WITH YOUR QUOTATION w vw HEAVY & HIGHWAY CONSTRUCTION PREVAILING WAGE RATES 2008 Air Tool Operator S10.06 Asphalt Distributor Operator $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 S 13.22 Carpenter $12.80 Concrete Finisher, Paving $12.85 Concrete Finisher, Structures $13.27 Concrete Paving Curbing Machine Operator $12.00 Concrete Paving Finishing Machine Operator $13.63 Concrete Paving Joint Sealer Operator $12.50 Concrete paving Saw Operator $13.56 Concrete Paying Spreader Operator $14.50 Concrete Rubber $10.61 Crane, Clamshell, Backhoe Derrick, Dragline, Shovel Operator $14.12 Electrician S 18.12 Flagger $ 8.43 Form Builder/Setter, Structures $11.63 Form Setter Paving & Curb S11.83 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 S11.58 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 OperatorSteel Wheel, Flat Wheel/TampingWheel/Tamping $10.92 Roller Operator, Steel Wheel, Plant Mix Pavement $11.28 Scraper Operator $11.42 Servicer S 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 S12.03 Truck Driver Lowboy -Float $14.93 Truck Driver Single Axle, Heavy $11.47 Truck Driver Single 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 S14.00 Welder $13.57 Work Zone Barricade Servicer $10.09 SPECIAL PROVISIONS FOR: H.M.A.C. SURFACE OVERLAY (2009-8) AT VARIOUS LOCATIONS CITY PROEJCT NO.01327 TPW PROJECT NO. C293-541200-207620132783 1. SCOPE OF WORK: The work covered by these details and specifications consists of the removal (only) of all existing traffic buttons, removal and replacement of existing concrete curb and gutter and driveways and _. existing base repair and the addition of a new surface layer of H.M.A.C. for those streets designated as Mill Overlay (MOL). For those streets designated as Pulverized Overlay (POL), the work consists of the same removal and replacement items as described above, surface & base rehabilitation of existing pavement with cement and the addition of a new surface layer of H.M.A.C. 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 be in the work within ten (10) working days, a $200 dollars liquidated damage will be assessed per block per day. It shall be the responsibility of the prospective bidder to visit the project sites and make such examinations and explorations as may be necessary to determine all conditions that may affect construction of this project. Particular attention should be given to methods of providing ingress and egress to adjacent private and public properties, procedures for protecting existing improvements and disposition of all materials to be removed. Proper consideration should be given to these details during preparation of the Proposal and all unusual conditions that may give rise to later contingencies should be brought to the attention of the City prior to the submission of Y 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 SP-1 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 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: 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. SP-2 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. 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 dUs, the counting of the number of days to complete the Contract will resume and liquidated damages shall be charged, as outlined in Part 1, Item 8, Paragraph 8.6, of the "General Provisions" of the Standard Specification for Street and Storm Drain Construction of the City of Fort Worth, Texas. 5. EARLY WARNING SYSTEM FOR CONSTRUCTION: Time is of the essence in the completion of this contract. In order to insure that the contractor is responsive when notified of unsatisfactory performance and/or of failure to maintain the contract - schedule, the following process shall be applicable: The work progress on all construction projects will be closely monitored. On a bi-monthly basis + the percentage of work completed will be compared to the percentage of time charged to the contract. If the amount of work performed by the contractor is less than the percentage of time allowed by 20% or more (example: 10% of the work completed in 30% of the stated contract time as may be amended by change order), the following proactive measures will be taken: A. A letter will be mailed to the contractor by certified mail; return receipt requested demanding that, within 10 days from the date that the letter is received, it provide sufficient equipment, materials and labor to ensure completion of the work within the contract time. In the event the contractor receives such a letter, the contractor shall provide to the City an updated schedule showing how the project will be completed within the contract time. B. The Construction Engineer and the Director of the Transportation and Public Works Department will be made aware of the situation. If necessary, the City Manager's Office and the appropriate city council members may also be informed. SP-3 C. Any notice that may, in the City's sole discretion, is required to be provided to interested individuals will distributed by the Construction Engineer. D. Upon receipt of the contractor's response, the appropriate City departments and directors will be notified. The Construction Engineer will, if necessary, then 4 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. n A copy of these specifications may be purchased at the Office of the Transportation and Public Works Department, 1000 Throckmorton Street, 2nd floor of the Municipal Building, Fort Worth, Texas 76102. The specifications applicable to each pay item are indicated in the call -out for the pay v 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 SP-4 intact may be grounds for designating bids as "non -responsive" and rejecting bids or voiding contract as appropriate and as determined by the Director of the Transportation and Public Works Department, 9. MAINTENANCE STATEMENT: The Contractor shall be responsible for defects in this project due to faulty materials and workmanship, or both, for a period of two (2) 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 6017-392-8712 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 SP-5 can be re -installed, the Contractor shall again contact the Signs and Markings Division to re -install the permanent sign and shall leave his temporary sign in place until such re -installation is completed. The Contractor shall limit his work within one continuous lane of traffic at a time to minimize interruption to the flow of traffic upon the approval of the City Engineer. Work shall not be performed on certain locations/streets (primarily arterials) during "peak traffic periods (7 a.m. to 9 a.m. and to 4 p.m. to 5 p.m.)"; or, as determined by the City Traffic Engineer and in accordance with the applicable provision of the "City of Fort Worth Traffic Control Handbook for Construction and Maintenance Work Areas." See "Street By Street Quantity Determination Spread Sheet", in the back of this document, for designated locations. The contractor will be responsible for coordination, of proposed construction activities, with public or private school administration. The proposed construction activities shall accommodate school operating schedules, including school bus/parent drop off and pick up periods. The contractor shall - provide proper traffic and pedestrian control to ensure safety at all times. Construction areas shall be properly barricaded/fenced to prevent public entry. 11. PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION: Prior to beginning construction on any street in this contract, the contractor shall, prepare and deliver a notice/flyer of the pending construction to the front door of each residence or business ... that will be impacted by construction. The notice/flyer shall be posted three (3) working days prior to beginning construction activity along each street. The flyer shall be prepared on the Contractor's letterhead and shall include the following: o Project name/Contract name o Project number o Expected dates of construction o Contractors and project inspector's contact information A sample notice/flyer is included in the contract documents. The Electronic version of the notice/flyer can be obtained from the Office of the Transportation and Public Works Department (817) 392-2729 SP-6 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) working day notification/flyer prior to beginning the construction activity. In addition, all copies of the notice/flyer shall be delivered to the City inspector for his review prior to distribution. The contractor will not be allowed to begin construction on any street until the flyer is delivered to all residents of the street. All work involved with the notice/flyer shall be considered subsidiary to the contract price and no additional compensation shall be made. 12. PAYMENT: Payment will be made to the contractor twice a month for work completed during the pay periods ending on the 150' and the 30t' day of each month. Checks (less 5% retainage) will be sent to the contractor within the two (2) week window following each payment period. Payment of the retainage will be made with the final payment upon acceptance of the project. See Special Instructions to Bidders Item No. 14 for further requirements. 13. DELAYS: The Contractor shall receive no compensation for delays or hindrances to the work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide n 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. L_J .. SP-7 14. DETOURS AND BARRICADES: The Contractor shall prosecute his work in such a manner as to create a minimum of interruption to traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project area. Contractor shall protect construction, as required by Engineer, by providing barricades. Barricades, warning and detour signs shall conform to the Standard Specifications "Barriers and Warning and/or Detour Signs", Item 524, and/or as shown on the plans. Construction signing and barricades shall conform with the latest edition of the "Texas Manual on Uniform Traffic Control Devices, Vol. No. 1 ". 15. DISPOSAL OF SPOIL/FILL MATERIAL: Prior to the disposing of any spoil/fill material, the Contractor shall advise the Director of the Department of Engineering acting as the City of Fort Worth's Flood Plain Administrator ("Administrator"), of the location of all sites where the contractor intends to dispose of such material. Contractor shall not dispose of such material until the proposed sites have been determined by the Administrator to meet the requirements of the Flood Plain Ordinance of the City of Fort Worth (Ordinance No. 10056) and a flood plain permit issued. All disposal sites must be approved by the Administrator to ensure the filling is not occurring within a flood plain without a permit. A flood 4.0 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 y 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 Y 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 v to sodded/landscaped areas shall be replaced at Contractor's expense to the satisfaction of City Engineer. 16. ZONING REQUIREMENTS: SP-8 .. During the construction of this project, the Contractor shall comply with present zoning requirements of the City of Fort Worth in the use of vacant property for storage purposes. 17. PROPERTY ACCESS: Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer. 18. CONSTRUCTION SCHEDULE: Contractor shall be responsible for producing a project schedule at the pre -construction conference. This schedule shall detail all phases of construction, special coordination with schools (see Item No. 10 Traffic Control for details), including project clean up, and allow the contractor to complete the work in the allotted time. Contractor will not move on to the job site nor will work begin until said schedule has been received and approval secured from the Construction Engineer. However, contract time will start even if the project schedule has not been turned in. Contract start date would be outlined in the pre- construction work order notice. 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 OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES." SP-9 ~ (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 y barriers, de -energize the line, or raise or lower the line. The work done by the power company shall not be at the expense of the City of Fort Worth. The notifying department shall maintain an accurate log of all such calls to TXU Electric Delivery and shall record action taken in each case. - (4) The Contractor is required to make arrangements with the TXU Electric Delivery for the temporary relocation or raising of high voltage lines at the Contractor's sole cost and expense. (5) No person shall work within six feet of a high voltage line without protection having been taken as outlined in Paragraph (3). 20. RIGHT TO AUDIT: y 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 No 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. SP-10 21. CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor Covenants and agrees to indemnify City's Engineer and Architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not any such injury, damage or death is caused, in whole or in part, by the negligence or alleged negligence of City, its officers, servants, or employees. Contractor likewise covenants and agrees to indemnify and hold harmless the City from and against any and all injuries to City's officers, servants and employees and any damage, loss or destruction to property of the City arising from the performance of any of the terms and conditions of this Contract, whether or not any such injury or damage is caused in whole or in part by the negligence or alleged negligence of City, its officers, servants or employees. In the event City receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to City satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides City with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if deemed appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work _ performed under a City Contract. 22. SUBSTITUTIONS: The specifications for materials set out the minimum standard of quality that the City believes necessary to procure a satisfactory project. No substitutions will be permitted until the Contractor has received written permission of the Engineer to make a substitution for the material that has been specified. Where the term "or equal", or "or approved equal" is used, it is understood that if a material, product, or piece of equipment bearing the name so used is furnished, it will be approvable, as the particular trade name was used for the purpose of establishing a standard of quality acceptable to the City. If a product of any other name is proposed substitutes is procured by the Contractor. Where the term "or equal", or "approved equal" is not used in the SP-11 A* specifications, this does not necessarily exclude alternative items or material or equipment which may accomplish the intended purpose. However, the Contractor shall have the full responsibility of providing that the proposed substitution is, in fact, equal, and the Engineer, as the representative of the City, shall be the sole judge of the acceptability of substitutions. The provisions of the sub- section as related to "substitutions" shall be applicable to all sections of these specifications. 23. WATER FOR CONSTRUCTION: Water for construction will be furnished by the Contractor, at his own expense. 24. SANITARY FACILITIES FOR WORKERS: The Contractor shall provide all necessary conveniences for the use of workers at the project site. Specific attention is directed to this equipment. 25. MATERIAL STORAGE: Material shall not be stored on private property unless the Contractor has obtained written permission from the property Owner. A copy of the written permit shall be provided to the assigned inspector prior to utilization of the property. 26. PROTECTION OF EXISTING UTILITIES AND IMPROVEMENTS: The Contractor shall take adequate measures to protect all existing structures, improvements and .m 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 SP-12 The City of Fort Worth maintains a "CONFINED SPACE ENTRY PROGRAM" for its employees and all contractors and their sub -contractors must comply with this program as a condition of the contract. All active sewer manholes, regardless of depth, are defined, as "permit required confined spaces". Contractors will be required to complete the "CONFINED SPACE ENTRY PERMIT" used by the Fort Worth Water Department (Field Operations Division) for each entry and possess and use the equipment necessary to comply with this program. The cost of complying with this program will be considered subsidiary to the pay items involving work in confined spaces (e.g. vacuum testing, cleaning, televising, construction, etc.). 29. QUALITY CONTROL TESTING: (a) The contractor shall furnish, at its own expense, certifications by a private laboratory for all materials proposed to be used on the project, including a mix design for any asphalt and/or Portland cement concrete to be used and gradation analysis for sand and crushed stone to be used along with the name of the pit from which the material was taken. The contractor shall provide manufacturer's certifications for all manufactured items to be used in the project and will bear any expense related thereto. (b) Tests of the design concrete mix shall be made by the contractor's laboratory at least nine days prior to the placing of concrete using the same aggregate, cement and mortar which are to be used later in the concrete. The contractor shall provide a certified copy of the test results to the City. (c) Quality control testing of in situ material on this project will be performed by the City at its �- own expense. Any retesting required as a result of failure of the material to meet project specifications will be at the expense of the contractor and will be billed at commercial rates as determined by the City. The failure of the City to make any tests of materials shall in no a way relieve the contractor of its responsibility to furnish materials and equipment conforming to the requirements of the contract. (d) Not less than 24 hours notice shall be provided to the City by the contractor for operations requiring testing. The contractor shall provide access and trench safety system (if required) .. for the site to be tested and any work effort involved is deemed to be included in the unit price for the item being tested. (e) The contractor shall provide a copy of the trip ticket for each load of fill material delivered to the job site. The ticket shall specify the name of the pit supplying the fill material. SP-13 NON -PAY ITEM No. 1 - SPRINKLING FOR DUST CONTROL: All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall apply. However, no direct payment will be made for this item and it shall be considered incidental to this contract. NON -PAY ITEM NO.2 - REMOVAL OF TRAFFIC BUTTONS AND TEMPORARY LANE TAPE: The Contractor shall be responsible for the documentation of all street markings prior to the removal and disposal of the pavement markings. All traffic buttons shall be removed from the existing asphalt surface before resurfacing begins. The contractor shall be responsible for the removal and disposal of all buttons and markings. Upon completion of the job the City will install new buttons after proper notification. The contractor shall also be responsible for all materials, equipment and labor to place temporary adhesive lane marking tape to control and direct traffic in the same way as they were prior to start of construction. Any corrective action required on the temporary lane markings shall be the total responsibility of the Contractor and at no extra cost to the City. The contractor shall notify the Construction Engineer and T/PW Traffic Services to arrange for the replacement of the buttons and adhesive lane markers (arrows, etc.). All costs to the contractor shall be figured as subsidiary to this contract. NON -PAY ITEM No. 3 — LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES: The contractor shall be responsible for locating and marking previously exposed manholes, water valves and any other utility cover in each street of this contract before the resurfacing process commences for a particular street. The method used to document locations shall be one in which the covers can be found exactly the first time. Proof of documentation must be provided to the assigned inspector prior to start of any overlay process. SP-14 The contractor shall attempt to include the Construction Engineer or his designee (if available) in the observation and marking activity. In any event, a street shall be completely marked a minimum of four (4) calendar days before resurfacing begins on the street. Marking the curbs with paint may be allowed if and only if a water base paint is used. It shall be the contractor's responsibility to notify the utility companies that he has commenced work on the project. As the resurfacing is completed (within same day), the contractor shall locate the covered manholes and valves and shall exposed and clean them. Upon completion of a street the contractor shall notify the utilities of this completion and indicate the start of the next one in order for the utilities to adjust facilities accordingly. The following are utility contact persons: Company Telephone Number Contact Person SBC — Telephone 817-338-6202 Mr. Gary Tillory 214-384-3732 Cell TXU Electric Delivery: Downtown 817-215-6424 Mr. Scott King Other than Downtown 817-215-6688 Mr. Robert Martinex ,., Atmos Energy (Gas) 817-215-4366 Mr. John Crane 469-261-2314 Cell CFW - Street Light 817-392-7738 Mr. James Turner CFW — Light Signal 817-392-2538 Mr. Frank Brock 817-392-2535 Mr. Monte Wilson CFW— Pavement Marking 817-392-8107 Mr. Chuck Snyder CFW - Storm Drain 817-392-5196 Mr. Rodney Smithey CFW - Water 817 - 212 - 2 699 Mr. Roger Hauser 817-925-2360 Cell CFW - Sewer 817 - 212 - 2 699 Mr. Rick Davis 817-944-8399 Cell SP-15 Of course, under the terms of this contract, the contractor shall complete adjustment of the storm drain and Water Department facilities, one traffic lane at a time within seven (7) calendar days after completing the laying of proposed H.M.A.C. overlay adjacent to said facilities. Any deviation from the above procedure and allotted working days may result in the shut down of the resurfacing operation. The contractor shall be responsible for all materials, equipment and labor to perform a most accurate job and all costs to the contractor shall be figured subsidiary to this contract. NON -PAY ITEM NO.4 - PROTECTION OF TREES, PLANTS, SOIL, ETC.: All property along and adjacent to the Contractor's operations including lawns, yards, irrigation systems, shrubs, trees, etc. shall be preserved or restored after completion of the work to a condition equal or better than existed prior to start of work. By ordinance, the contractor must obtain a permit from the City Forester before any work (trimming, removal or root pruning) can be done on trees or shrubs growing on public property including street rights -of -way and designated alleys. This permit can be obtained by calling the Urban Forestry Office at (817) 392-7933. All tree work shall be in compliance with pruning standards for Class II Pruning as described by the National Arborist Association. A copy of these standards can be provided by calling the above number. Any damage to public trees due to negligence by the Contractor shall be assessed using the current formula for Shade Tree Evaluation as defined by the International Society of Arboriculture. Payment for negligent N 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. SP-16 The Contractor shall be aware that keeping the project site in a neat and orderly condition is considered an integral part of the contracted work and as such shall be considered subsidiary to the appropriate bid items. Clean up work shall be done as directed by the Engineer as the work progresses or as needed. If, in the opinion of the Engineer it is necessary, clean up shall be done on a daily basis. Clean up work shall include, but not be limited to: • Sweeping the street clean of dirt or debris • Storing excess material in appropriate and organized manner • Keeping trash of any kind off of the roadway and residents' property If it has been determined that the jobsite has not been kept in an orderly condition, the next estimate payment (and all subsequent payments until completed) of the appropriate bid item(s) will be reduced by 25%. The Contractor shall make a final cleanup of each street as soon as the paving and curb and gutter has been constructed. No more than Seven (7) calendar dUs 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: SP-17 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 r Central Texas. The contractor shall be responsible for all materials, equipment and labor to perform a most accurate job and all costs to the contractor shall be figured subsidiary to this contract. NON -PAY ITEM NO. 8 - NO PAVING WORK ON SOLID WASTE WEEKLY PICK-UP DAY In order to eliminate potential rutting of the pavement from solid waste trucks while paving operations are underway, the contractor shall schedule construction on all the identified project streets such that no paving activities are scheduled on the weekly solid waste pick-up day for each street. The solid waste week) pick-up day for each project street is identified on the "STREET BY STREET PAVING QUANTITY DETERMINATION SPREADSHEET" located at the end of the contract documents. On the spreadsheet, the solid waste weekly pick-up is listed as the dU of the week; see "Garbage, Recycling, Yard Trimmings & Brush Weekly Pickup". No paving activities shall be scheduled on this day. The Contractor will be allowed to construct concrete flatwork on solid waste weekly pick-up day. Also on the spreadsheet, the solid waste monthly pick-up is listed as the week of the month; see "Monthly Pickup of Bulky Items". During this week, the day of pick up varies from Monday to Saturday afternoon. The Contractor will be allowed to pave the week of the solid waste monthly pickup. The Contractor, however, will be responsible for any coordination with the City Environmental Department regarding when the monthly pickup day occurs. If new pavement is damaged by the solid waste monthly pickup trucks due to the contractor's failure to adhere to the procedure outlined above; then, the Contractor shall be solely responsible for any repairs required. Assessment of damage will be determined by the Construction Engineer, or, his authorized representative. The weekly and monthly solid waste pick up schedules are hereby provided for bidding purpose and use by the selected contractor during construction. SP-18 All cost associated with scheduling pavement installation around "solid waste pick-up days" shall be considered incidental to the project contract amount and no additional compensation shall be allowed. NON -PAY ITEM NO.9 — AGREEMENT OF QUANTITIES The streets will be measured and all quantities per street will be documented, a copy of the measured quantities will be provided to the contractor. If the Contractor in agreement of the measured quantities, then the Contractor is required to sign it and return it with in ten (10) calendar days. If the Contractor is not in agreement, then the Contractor is required to, within seven (7) calendar days, arrange a field trip with the assigned inspector to show proof of the difference. PAY ITEM NO. 1 — Proiect Designation Sign: The contractor shall construct and install two (2) Project Designation Signs and it will be the responsibility of the contractor to maintain the signs in a presentable condition at all times on each project under construction. Maintenance will include painting and repairs as directed by the so 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 3/4 inch fir plywood, grade A-C (exterior) or better. These signs shall be installed on barricades or as directed by the Engineer and in place at the project site upon commencement of construction. 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. aw The unit price bid per each will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. PAY ITEM NO.2 — Utility Adiustments: SP-19 This item is included for the basic purpose of establishing a contract price which will be comparable to the final cost of making necessary adjustments required due to street improvements to water, sanitary sewer, and natural gas service lines and appurtenances where such service lines and appurtenances are the property owner's responsibility to maintain. An arbitrary figure has been placed in the Proposal; however, this does not guarantee any payment for utility adjustments, neither does it confine utility adjustments to the amount shown in the Proposal. It shall be the Contractor's responsibility to provide the services of a licensed plumber to make the utility adjustments determined necessary by the Engineer. No payment will be made for utility adjustments except those adjustments determined necessary by the Engineer. Should the Contractor damage service lines due to his negligence, where such lines would not have required adjustment or repair otherwise, the lines shall be repaired and adjusted by the Contractor at the Contractor's expense. Contractor shall immediately cap the broken sprinkler system lines, and must note the inspector prior to replacements. The payment to the Contractor for utility adjustments shall be the actual cost of the adjustments plus ten percent (10%) to cover the cost of bond and overhead incurred by the Contractor in handling the utility adjustments. PAY ITEM NO.3 — Remove and Replace Concrete Curb & Gutter: This item shall include the removal and replacement of all failed existing curb and gutter in sections, as designated by the Construction Engineer with same day haul -off of the removed material to a suitable dumpsite. For specifications governing this item, see City Standard Specifications, Item No. 104 "Removing Old Concrete", Item No. 502 "Concrete Curb and Gutter", and Drawing Nos. S-S2 through S-S513. Pay limits for laydown curb and gutter are as shown in Drawing No. S-S5 of the Standard Specifications. Contractor shall sawcut the curb and gutter and/or pavement prior to removal. The concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per 4„ square inch in seven (7) calendar days. Included, and figured subsidiary to this unit price, will be the required sawcut excavation, as per MR specification Item No. 106 "Unclassified Street Excavation", into the street to aid in the construction of the curb and gutter. The pay limit will be 9-inch out from the gutter lip. The street void shall be SP-20 filled with H.M.A.C. Type "D" mix (PG 64-22) in accordance with all applicable provisions of TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges" Item Nos. 300 "Asphalts, Oils, and Emulsions", 310 "Prime Coat" (referenced), and 340 "Dense -Graded Hot -Mix Asphalt (Method)" (referenced) and compacted to standard densities. Contractor shall backfill behind the curb within seven (7) calendar days of pouring the curb and gutter, if the contractor fails to complete the work within seven (7) calendar days, a $100 dollar liquidated damage will be assessed per block per day. Required backfilling shall be at finishing grade and shall be completed in order for the curb and gutter to be accepted and measured as completed, top soil as per specification Item No. 116 "Top Soil", if needed, shall be added and leveled to finishing grade. Cost of back filling, top soil, and grading shall be included in this pay item. Existing improvements within the parkway such as water meters, sprinkler system, etc., if damaged during construction, shall be replaced with same or better at no cost to the City. For those streets designated as Mill Overlay (MOL) on the street list in the back of this contract document book, the wedge milling shall begin within fourteen (14) calendar days from the date of the s concrete work (curb and gutter, driveways, valley gutter, sidewalk) completion of any street, and for those streets designated as Pulverize Overlay (POL) on the street list in the back of this contract document book, the pulverization of the existing pavement shall begin within fourteen (14) calendar days from the date of the concrete work (curb and gutter, driveways, valley gutter, sidewalk) completion of any street. If the contractor fails to begin the work within fourteen (14) calendar days, a $100 dollar liquidated damage will be assessed per block per day. 4W The unit price bid per linear foot shall be full compensation for all materials, labor, equipment and incidentals necessary to complete the work. PAY ITEM NO.4 — New Concrete Curb & Gutter: This item shall include the construction of new standard concrete curb and gutter with same day haul -off of the removed material to a suitable dumpsite. For specifications governing this item, see City Standard Specifications item No. 502 "Concrete Curb and Gutter", and Drawing Nos. S-S2 through S-S5B. Pay limits for laydown curb and gutter are as shown in Drawing No. S-S5 of the Standard Specifications. Contractor shall sawcut the curb and gutter and/or pavement prior to removal. SP-21 we The concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per square inch in seven (7) calendar days. Included, and figured subsidiary to this unit price, will be the required sawcut excavation, as per specification Item No. 106 "Unclassified Street Excavation", into the street to aid in the construction of the curb and gutter. The pay limit will be 9-inch out from the gutter lip. The street void shall be filled with H.M.A.C. Type "D" mix (PG 64-22) in accordance with all applicable provisions of TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges" Item Nos. 300 "Asphalts, Oils, and Emulsions", 310 "Prime Coat" (referenced), and 340 "Dense -Graded Hot -Mix Asphalt (Method)" (referenced) and compacted to standard densities. Contractor shall backfill behind the curb within seven (7) calendar days of pouring the curb and gutter, if the contractor fails to complete the work within seven (7) calendar days, a $100 dollar liquidated damage will be assessed per block per day. Required backfilling shall be at finishing grade and shall be completed in order for the curb and gutter to be accepted and measured as completed, top soil as per specification Item No. 116 "Top Soil", if needed, shall be added and leveled to finishing grade. Cost of back filling, top soil, and grading shall be included in this pay item. Existing improvements within the parkway such as water meters, sprinkler system, etc., if damaged during construction, shall be replaced with same or better at no cost to the City. For those streets designated as Mill Overlay (MOL) on the street list in the back of this contract document book, the wedge milling shall begin within fourteen (14) calendar days from the date of the concrete work (curb and gutter, driveways, valley gutter, sidewalk) completion of any street, and for those streets designated as Pulverize Overlay (POL) on the street list in the back of this contract — document book, the pulverization of the existing pavement shall begin within fourteen (14) calendar days from the date of the concrete work (curb and gutter, driveways, valley gutter, sidewalk) completion of any street. If the contractor fails to begin the work within fourteen (14) calendar days, a $100 dollar liquidated damage will be assessed per block per day. The unit price bid per linear foot shall be full compensation for all materials, labor, equipment and incidentals necessary to complete the work. PAY -ITEM No. 5 — Remove and Replace 6-Inch Concrete Driveway: PAY -ITEM No. 6 — Remove and Replace 6-Inch Exposed Azereizate Driveway: Pay items No. 5 and No. 6, shall include the removal and replacement of any type of existing concrete driveways, as designated by the Construction Engineer, due to deterioration or in situations SP-22 where curb and gutter is replaced to adjust grades to eliminate ponding water with same day haul -off of the removed material to a suitable dump site. For specifications governing these items, see City Standard Specifications Item No. 104 "Removing Old Concrete" and Drawing Nos. S-S5, and Item No. 504" Concrete Sidewalk and Driveways". Pay limits for concrete driveway are as shown in Drawing No. S-S5 of the Standard Specifications. Contractor shall sawcut existing driveway, curb and gutter, and pavement prior to driveway removal `i' Concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per square inch in seven (7) calendar days. Exposed concrete aggregate driveway surface shall be seeded with pea gravel. Exposed concrete aggregate wash off water is silty, high in alkalinity and may contain harmful chemicals; therefore, wash off water shall not be discharged into storm sewers and drainage ditches or streams. Temporary expansion joint board at driveway approach edge shall be used to dam off wash water from entering street gutter. Temporary catch basin sealed with impervious diaphragm sump shall be used to collect all wash water until off site disposal is obtained, or, unless otherwise directed by the Engineer or his authorized representative. Included, and figured subsidiary to this unit price, will be the required sawcut excavation, as per specification Item No. 106 "Unclassified Street Excavation", into the street to aid in the construction of the driveway. The pay limit will be 9-inch out from the gutter lip. The street void shall be filled with H.M.A.C. Type "D" mix (PG 64-22) in accordance with all applicable provisions of TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges" Item Nos. 300 "Asphalts, Oils, and Emulsions", 310 "Prime Coat" (referenced), and 340 "Dense -Graded Hot -Mix Asphalt (Method)" (referenced) and compacted to standard densities. Contractor shall backfill around the driveway within seven (7) calendar days of pouring the driveway, if the contractor fails to complete the work within seven (7) calendar days, a $100 dollar liquidated damage will be assessed per block per day. Required backfilling shall be at finishing grade and shall be completed in order for the driveway to be accepted and measured as completed, top soil as per specification Item No. 116 "Top Soil", if needed, shall be added and leveled to finishing grade. Cost of back filling, top soil, and grading shall be included in this pay item. SP-23 Existing improvements within the parkway such as water meters, sprinkler system, etc., if damaged during construction, shall be replaced with same or better at no cost to the City. The unit price bid per square feet shall be full compensation for all labor, material, equipment, supplies, and incidentals necessary to complete the replacement work. PAY -ITEM No. 7 — New 6-Inch Concrete Driveway: This item shall include the construction of new standard concrete driveways, as designated by the Construction Engineer with same day haul -off of the removed material to a suitable dump site. For specifications governing these item, see City Standard Specification Item No. 504" Concrete Sidewalk and Driveways", Drawing Nos. S-S5, and Pay limits for concrete driveway are as shown in Drawing No. S-S5 of the Standard Specifications. Contractor shall sawcut existing driveway, curb and gutter, and pavement prior to driveway removal All concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per square inch in seven (7) calendar days. Exposed concrete aggregate driveway surface shall be seeded with pea gravel. Included, and figured subsidiary to this unit price, will be the required sawcut excavation, as per specification Item No. 106 "Unclassified Street Excavation", into the street to aid in the construction of the driveway. The pay limit will be 9-inch out from the gutter lip. The street void shall be filled with H.M.A.C. Type "D" mix (PG 64-22) in accordance with all applicable provisions of TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges" Item Nos. 300 "Asphalts, Oils, and Emulsions", 310 "Prime Coat" (referenced), and 340 "Dense -Graded Hot -Mix Asphalt (Method)" (referenced) and compacted to standard densities. Contractor shall backfill around the driveway within seven (7) calendar days of pouring the driveway, if the contractor fails to complete the work within seven (7) calendar days, a $100 dollar liquidated damage will be assessed per block per day. Required backfilling shall be at finishing grade and shall be completed in order for the driveway to be accepted and measured as completed, top soil as per specification Item No. 116 "Top Soil", if needed, shall be added and leveled to finishing grade. Cost of back filling, top soil, and grading shall be included in this pay item. SP-24 Existing improvements within the parkway such as water meters, sprinkler system, etc., if damaged during construction, shall be replaced with same or better at no cost to the City. The unit price bid per square feet shall be full compensation for all labor, material, equipment, supplies, and incidentals necessary to complete the replacement work. PAY -ITEM NO. 8 — Remove and Replace 4-Inch Concrete Sidewalk: PAY -ITEM NO. 9 — Remove and Replace 4-Inch Exposed Aggregate Sidewalk: Pay items No. 8 and No. 9, shall include the removal and replacement of any type of existing concrete sidewalk, as designated by the Construction Engineer, due to failure or in situation where �. curb and gutter is replaced to adjust grades to eliminate ponding water with same day haul -off of the removed material to a suitable dumpsite. For specifications governing these items, see City Standard Specifications Item No. 104 "Removing Old Concrete", and Item No. 504 "Concrete Sidewalk and Driveways". T All concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per square inch in seven (7) calendar days. The exposed concrete aggregate sidewalk surface shall be seeded with pea gravel. Exposed concrete aggregate wash off water is silty, high in alkalinity and may contain harmful chemicals; therefore, wash off water shall not be discharged into storm sewers and drainage ditches or streams. Wash water shall be prevented from entering street gutter. Temporary catch basin sealed with impervious diaphragm sump shall be used to collect all wash water until off site disposal is obtained, or, unless otherwise directed by the Engineer or his authorized representative. Contractor shall backfill around the sidewalk within seven (7) calendar days of pouring the sidewalk, if the contractor fails to complete the work within seven (7) calendar days, a $100 dollar liquidated damage will be assessed per block per day. Required backfilling shall be at finishing grade and shall be completed in order for the sidewalk to be accepted and measured as completed, top soil as per specification Item No. 116 "Top Soil", if needed, shall be added and leveled to finishing grade. Cost of back filling, top soil, and grading shall be included in this pay item. Existing improvements within the parkway such as water meters, sprinkler system, etc., if damaged during construction, shall be replaced with same or better at no cost to the City. SP-25 Existing improvements within the parkway such as water meters, sprinkler system, etc., if damaged during construction, shall be replaced with same or better at no cost to the City. The unit price bid per square feet shall be full compensation for all labor, material, equipment, supplies, and incidentals necessary to complete the replacement work. PAY -ITEM NO. 10 — New 4-Inch Concrete Sidewalk: This item shall include the construction of new standard concrete sidewalk, as designated by the Construction Engineer with same day haul -off of the excavated material to a suitable dumpsite. For specifications governing this item, see City Standard Specification Item No. 504 "Concrete Sidewalk and Driveways". All concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per square inch in seven (7) calendar days. Contractor shall backfill around the sidewalk within seven (7) calendar days of pouring the sidewalk, if the contractor fails to complete the work within seven (7) calendar days, a $100 dollar liquidated damage will be assessed per block per day. Required backfilling shall be at finishing grade and shall be completed in order for the sidewalk to be accepted and measured as completed, top soil as per specification Item No. 116 "Top Soil", if needed, shall be added and leveled to finishing grade. Cost of back filling, top soil, and grading shall be included in this pay item. Existing improvements within the parkway such as water meters, sprinkler system, etc., if damaged during construction, shall be replaced with same or better at no cost to the City. The unit price bid per square feet shall be full compensation for all labor, material, equipment, supplies, and incidentals necessary to complete the replacement work. PAY -ITEM NO. 11 — Remove Existing Wheelchair Rama and Install Standard 4-Inch ADA Wheelchair Ramp (with detectable warning Dome -Tile surface): This item shall include removing the existing wheelchair ramp and installing Standard 4-inch ADA wheelchair ramp that includes a detectable warning Dome -Tile surface at various locations as to be SP-26 determined in field by the Construction Engineer, due to failure or in situation where curb and gutter is replaced to adjust grades to eliminate ponding water with same day haul -off of the removed material to a suitable dumpsite. For specifications governing this item, see enclosed details for Wheelchair Ramp (with detectable warningDome-Tile surface, and City Standard Specifications Item No. 104 "Removing Old Concrete", and Item 504 "Concrete Sidewalk Driveways", except as herein modified. All concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per square inch in seven (7) calendar days. Contractor shall sawcut existing sidewalk, curb and gutter, and pavement prior to wheelchair ramp removal. The removal of existing curb and gutter as required for the replacement of existing wheelchair ramps shall be included in PAY ITEM NO. 3 — Removal and Replacement of Concrete Curb & Gutter, as determined by the Construction Engineer. Pay limits for laydown curb and gutter are as shown in the Accessability Ramp Pay Limits detail (STR-032). The pay limit will extend from 9-inches outside the lip of gutter to the back of the curb. Any asphalt tie-in shall be subsidiary to the curb and gutter pay item. Pay limits for "Standard Wheelchair Ramp" will start 15 inches back from the face of curb and encompass the remainder of the ramp and sidewalk. Contractor shall furnish and install brick red color pre -cast detectable warning Dome -Tile, manufactured by StrongGo Industries or approved equal by the construction Engineer. Detectable warning surface shall be a minimum of 24-inch in depth in the direction of pedestrian travel, and extend to a minimum of 48-inch along the curb ramp or landing where the pedestrian access route enters the street, and shall be located so that the edge nearest the curb line is a minimum of 6-inch and a maximum of 8-inch from the extension of the face of curb. Detectable warning Dome -Tile surface maybe curved along the corner radius. The method of Dome -Tile installation shall be in accordance with the manufactures instruction. Cost of detectable warning Dome -Tile and installation, shall be included in this pay item. - Contractor shall provide a brick red colored Dome -Tile sample for approval by the Engineer, meeting the aforementioned specification. The sample, upon approval by the Engineer, shall be the acceptable standard to be applied for all construction covered in the scope of this pay item. SP-27 Included, and figured subsidiary to this unit price, will be the required sawcut excavation, as per specification Item No. 106 "Unclassified Street Excavation", into the street to aid in the construction of the wheelchair ramp. The pay limit will be 9-inch out from the gutter lip. The street void shall be filled with H.M.A.C. Type "D" mix (PG 64-22) in accordance with all applicable provisions of TxDOT"s "Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges" Item Nos. 300 "Asphalts, Oils, and Emulsions", 310 "Prime Coat" (referenced), and 340 "Dense -Graded Hot -Mix Asphalt (Method)" (referenced) and compacted to standard densities. Contractor shall backfill the wheelchair ramp within seven (7) calendar days of pouring the wheelchair ramp, if the contractor fails to complete the work within seven (7) calendar days, a $100 dollar liquidated damage will be assessed per block per day. Required backfilling shall be at finishing grade and shall be completed in order for the wheelchair ramp to be accepted and measured as completed, top soil as per specification Item No. 116 "Top Soil", if needed, shall be added and leveled to finishing grade. Cost of back filling, top soil, and grading shall be included in this pay item. Existing improvements within the parkway such as water meters, sprinkler system, etc., if damaged during construction, shall be replaced with same or better at no cost to the City. The unit price bid per square feet, as shown on the proposal, will be full compensation for materials, labor, equipment, tools and incidentals necessary to complete the work. PAY -ITEM NO. 12 — New 4-Inch ADA Wheelchair Ramp: (with detectable warning Dome - Tile surface): This item shall include the construction of new Standard 4-inch ADA wheelchair ramp that includes a detectable warning Dome -Tile surface at various locations as to be determined in field by the Construction Engineer, due to a situation where curb and gutter is replaced to adjust grades to eliminate ponding water with same day haul -off of the removed material to a suitable dumpsite. For specifications governing this item, see enclosed details for Wheelchair Ramp (with detectable warning Dome -Tile surface, and City Standard Specifications Item No. 104 "Removing Old Concrete", and Item 504 "Concrete Sidewalk Driveways", except as herein modified. All concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per square inch in seven (7) calendar days. SP-28 Contractor shall sawcut existing sidewalk, curb and gutter, and pavement prior to wheelchair ramp removal. The removal of existing curb and gutter as required for the construction of new wheelchair ramps shall be included in PAY ITEM NO. 3 — Remove and Replace Concrete Curb & Gutter, as determined by the Construction Engineer. Pay limits for laydown curb and gutter are as shown in the Accessability Ramp Pay Limits detail (STR-032). The pay limit will extend from 9 inches outside the lip of gutter to the back of the curb. Any asphalt tie-in shall be subsidiary to the curb and gutter pay item. Pay limits for "Standard Wheelchair Ramp" will start 15-inches back from the face of curb and encompass the remainder of the ramp and sidewalk. Contractor shall furnish and install brick red color pre -cast detectable warning Dome -Tile, manufactured by StrongGo Industries or approved equal by the construction Engineer. Detectable warning surface shall be a minimum of 24-inch in depth in the direction of pedestrian travel, and extend to a minimum of 48-inch along the curb ramp or landing where the pedestrian access route enters the street, and shall be located so that the edge nearest the curb line is a minimum of 6-inch and a maximum of 8-inch from the extension of the face of curb. Detectable warning Dome -Tile surface maybe curved along the corner radius. The method of Dome -Tile installation shall be in accordance with the manufactures instruction. Cost of detectable warning Dome -Tile and installation, shall be included in this pay item. Contractor shall provide a brick red colored Dome -Tile sample for approval by the Engineer, meeting the aforementioned specification. The sample, upon approval by the Engineer, shall be the acceptable standard to be applied for all construction covered in the scope of this pay item. Included, and figured subsidiary to this unit price, will be the required sawcut excavation, as per specification Item No. 106 "Unclassified Street Excavation", into the street to aid in the construction of the wheelchair ramp. The pay limit will be 9-inch out from the gutter lip. The street void shall be filled with H.M.A.C. Type "D" mix (PG 64-22) in accordance with all applicable provisions of TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges" Item Nos. 300 "Asphalts, Oils, and Emulsions", 310 "Prime Coat" (referenced), and 340 "Dense -Graded Hot -Mix Asphalt (Method)" (referenced) and compacted to standard densities. w. The Contractor shall backfill behind the wheelchair ramps within seven (7) calendar days of pouring the wheelchair ramp, if the contractor fails to complete the work within seven (7) calendar days, a $100 dollar liquidated damage will be assessed per block per day. Required backfilling shall SP-29 be at finishing grade, top soil as per specification Item No. 116 "Top Soil", if needed, shall be added and leveled to finishing grade. Cost of back filling and grading behind curb shall be included in this pay item. Existing improvements within the parkway such as water meters, sprinkler system, etc., if damaged during construction, shall be replaced with same or better at no cost to the City. Required backfilling at finishing grade behind the ramp shall be completed in order for the wheelchair ramp to be accepted and measured as completed. The unit price bid per square feet, as shown on the proposal, will be full compensation for materials, labor, equipment, tools and incidentals necessary to complete the work. PAY ITEM NO. 13 — Remove and Replace Existing Concrete Valley Gutter: This item shall include the removal and replacement of existing valley gutters, at locations to be determined in field by the Construction Engineer with same day haul -off of the removed material to a suitable dumpsite. Contractor shall sawcut existing sidewalk, curb and gutter and/or pavement prior to valley gutter removal. Sawcutting and removal of asphalt pavement, concrete base, curb and gutter, and necessary excavation to install the concrete valley gutters all shall be included in this pay item. For specifications governing this item, see City Standard Specifications, Item No. 106, "Unclassified Street Excavation", Drawing No. S-S6 and detail enclosed, TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges" Item Nos. 247 "Flexible Base (referenced), 300 "Asphalts, Oils, and Emulsions" (referenced), 310 "Prime Coat" (referenced), and 340 "Dense -Graded Hot -Mix Asphalt (Method)" (referenced) and Item No. 360 "Concrete Pavement" (enclosed), shall apply. Furnishing and placing of 2:27 concrete base and crushed limestone to a depth as directed by the Engineer and necessary asphalt transitions as shown in the concrete valley gutter details, shall be subsidiary to this Pay Item. Contractor may substitute 5 inch non -reinforced (2:27) Concrete Base in lieu of Crushed Stone at no additional cost. All applicable provisions of Item No. 360 "Concrete Pavement" (enclosed) shall apply. Surface texturing shall be made with a medium broom in lieu of carpet drag or metal tining. SP-30 The concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per square inch in seven (7) calendar days. Contractor shall work on one-half of Valley Gutter at a time, and the other half shall be open to traffic. Work shall be completed on each half within seven (7) calendar days. If the contractor fails to complete the work on each half within seven (7) calendar days, a $100 dollars liquidated damage will Y be assessed per each half of valley gutter per day. Included, and figured subsidiary to this unit price, will be the required sawcut excavation, as per -� specification Item No. 106 "Unclassified Street Excavation", into the street to aid in the construction of the valley gutter. The pay limit will be 9-inch out from the valley gutter. The street void shall be filled with H.M.A.C. Type "D" mix (PG 64-22) in accordance with all applicable provisions of TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges" Item Nos. 300 "Asphalts, Oils, and Emulsions", 310 "Prime Coat" (referenced), and 340 "Dense -Graded Hot -Mix Asphalt (Method)" (referenced) and compacted to standard densities. W. Measurement for final quantities of valley gutter will be by the square yard of concrete pavement and the curb and gutter section will be included. The unit price bid per square yard for Concrete Valley as shown on the proposal will be full compensation for materials, labor, equipment, tools and incidentals necessary to complete the work. PAY ITEM NO. 14 — New Concrete Valley Gutter: This item shall include the construction of new concrete valley gutters, at locations to be determined in field by the Construction Engineer with same day haul -off of the removed material to a suitable dumpsite. Contractor shall sawcut existing sidewalk, curb and gutter and/or pavement prior to valley gutter removal. Sawcutting and removal of asphalt pavement, concrete base, curb and gutter, and necessary excavation to install the concrete valley gutters all shall be included in this pay item. For specifications governing this item, see City Standard Specifications, Item No. 106, "Unclassified Street Excavation", Drawing No. S-S6 and detail enclosed, TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges" Item Nos. 247 "Flexible Base (referenced), 300 "Asphalts, Oils, and Emulsions" (referenced), 310 "Prime Coat" (referenced), and SP-31 340 "Dense -Graded Hot -Mix Asphalt (Method)" (referenced) and Item No. 360 "Concrete Pavement" (enclosed), shall apply. Furnishing and placing of 2:27 concrete base and crushed limestone to a depth as directed by the Engineer and necessary asphalt transitions as shown in the concrete valley gutter details, shall be subsidiary to this Pay Item. Contractor may substitute 5 inch non -reinforced (2:27) Concrete Base in lieu of Crushed Stone at no additional cost. All applicable provisions of Item No. 360 "Concrete Pavement" (enclosed) shall apply. Surface texturing shall be made with a medium broom in lieu of carpet drag or metal tining. The concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per square inch in seven (7) calendar days. Contractor shall work on one-half of Valley Gutter at a time, and the other half shall be open to traffic. Work shall be completed on each half within seven (7) calendar days. If the contractor fails to complete the work on each half within seven (7) calendar days, a $100 dollars liquidated damage will be assessed per each half of valley gutter per day. Included, and figured subsidiary to this unit price, will be the required sawcut excavation, as per specification Item No. 106 "Unclassified Street Excavation", into the street to aid in the construction of the valley gutter. The pay limit will be 9-inch out from the valley gutter. The street void shall be filled with H.M.A.C. Type "D" mix (PG 64-22) in accordance with all applicable provisions of TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges" Item Nos. 300 "Asphalts, Oils, and Emulsions", 310 "Prime Coat" (referenced), and 340 "Dense -Graded Hot -Mix Asphalt (Method)" (referenced) and compacted to standard densities. Measurement for final quantities of valley gutter will be by the square yard of concrete pavement and the curb and gutter section will be included. The unit price bid per square yard for Concrete Valley as shown on the proposal will be full compensation for materials, labor, equipment, tools and incidentals necessary to complete the work. PAY ITEM NO. 14 — Remove and Replace 5-Ft Storm Drainaze Inlet Top: PAY ITEM NO. 16 — Remove and Replace 10-Ft Storm Drainay-e Inlet Top: SP-32 Pay items No. 15 and No. 16, shall include the removal and replacement of a 7-inch thick drainage inlet top of 5-foot and feet drainage inlet openings, at locations to be determined in field by the Construction Engineer with same day haul -off of the removed material to a suitable dumpsite. For specifications governing these items, see City Standard Specifications Item No. 450 "Adjusting Manholes and Inlets", as shown in the Drawing S-S02 and as directed by the construction engineer. The concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per square inch in seven (7) calendar days. The unit price per bid per each will be full compensation for all labor, equipment, material, tools, and all incidentals necessary to complete the work. PAY -ITEM NO. 17 — 6-Inch Subdrain Pipe: This item shall consist of furnishing and installing 6-inch subdrain and filter material as shown on the enclosed details, or as directed by the Engineer. All applicable provisions of standard Specifications Item 500 "SUBDRAINS", and Item No. 106 "Unclassified Street Excavation ".shall apply. No specific location for this item is designated. Subdrain shall be installed only if field conditions indicate ground water at subgrade level after excavation and if deemed necessary by the Engineer. The unit price bid per linear feet shall be full compensation for all labor, materials, equipments, tools, and incidentals necessary to complete the work. PAY -ITEM NO. 18 — 8-Inch Pavement Pulverization: PAY -ITEM NO. 19 — Cement Modification (26 lbs/sy): All applicable provisions of TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges" Item No. 275 "Cement Treatment (Road Mixed)" (referenced) shall govern the work. 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. SP-33 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. Contractor shall pulverize the existing pavement to a depth of 8-inch. After pulverization is completed, contractor shall temporarily remove and store the 8-inch deep pulverized material, then cut the base 2-inch to provide place for the new 2-inch H.M.A.C. surface. The 2-inch base cut shall start at a depth of 8-inch from the existing pulverized surface. After the undercut operation is completed, the temporarily stored 8-inch deep pulverized material shall be returned to the excavation. If the existing pavement has a combination of 10-inches of H.M.A.0 and crushed stone/gravel, undercut will not be required. The contractor will pulverize the 10-inches, and the 2-inch cut will be taken, from the 10-inch pulverized material. In case of high crown, the contractor shall pulverize the exiting crown and pavement. The Construction Engineer will determine the appropriate undercut depth to meet the City standard. The maximum amount of existing asphalt concrete pavement in the mixture shall be at the discretion of the Engineer. After the above processes are performed, the contractor shall shape the pulverized material to the appropriate line and grade. Samples of the pulverized material will be tested for gradation as directed by the Engineer, Testing will be at a minimum of one test per 300 linear feet per lane. Portland cement shall be applied to the pulverized material at a rate of 26 pounds per square yards, 8- inch in depth. The Engineer or his authorized representative will observe the cement treatment and collect delivery tickets from each transport truck. Cement quantities used will be verified, with respect to areas being treated. Cement shall be applied only to such an area that all the operations can be continuous and completed, in daylight, within six (6) hours of such application. The contractor shall blade to grade and compact the pulverized cement treated material to 95% of the maximum density as determined in accordance with TxDOT's Standard Specifications stated above or as directed by the Engineer in the field. SP-34 After the cement treated base has cured for forty eight (48) hours, provide machinery (minimum 12 ,r ton steel wheel vibratory roller) to roll the surface of the cement treated material to induce hairline cracks "micro -cracks". Amplitude of vibrating will be at the discretion of the Engineer or his authorized representative. Micro -cracking will be used to reduce shrinkage cracking in the cement treated material and reduce reflective cracking through the asphalt cement surface overlay. Roller shall be in accordance with TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges" Item No. 210 "Rolling" (referenced). Operate roller at walking speed (2 to 3 mph). Generally one (1) to four (4) passes of the roller are required to create - the micro -cracks. One pass is down and back. The contractor shall then prime and immediately overlay the micro -cracked surface with 2 inch H.M.A.C. surface course. The work shall be in accordance with 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). The 2-inch H.M.A.C. surface will be paid under PAY -ITEM NO. 28 — 2-Inch-Surface Course -Type "D "Mix. If the contractor fails to begin the 2-inch H.M.A.C. surface course work within seven (7) calendar days, a $200 dollars liquidated damage will be assessed per block per day. On pulverized and overlay streets that do not have existing curb and gutter, the Contractor shall finish the parkway with backfill. The backfill shall begin at the edge and elevation of the new 2 inch H.M.A.C. surface course and extend within the parkway, to existing ground surface, at the grade of one-fourth (1/4) inch per foot. There should be no voids in the backfill material, to the satisfaction of the Engineer. The unit price bid per square yard of pavement pulverization and per ton of cement modification shall be full compensation for all labor, material, equipment, tools, and incidentals necessary to pulverize, remove and store the pulverized material, undercut the base, mixing, compaction, haul off, sweep, dispose of the undercut material and backfill the parkway. PAY -ITEM NO.20 — Unclassified Street Excavation: SP-35 This item will be used if additional excavation is needed that is not covered by PAY ITEM NO. 18 8-Inch Pavement Pulverization. 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 2-inch HNIAC Type "D" surface course. The void created by removing the existing brick base shall be filled to the proper grade, with PAY ITEM NO.23 — HMAC Level Up, before placing 2-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. PAY -ITEM NO.21 — Crushed Limestone: This item shall be used to repair the failed base material in areas exceed 8-inch deep as directed by the Engineer. The material shall be graded crushed stone. All applicable provisions of TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges", Item No. 247 "Flexible Base", shall govern this item. The unit price bid per cubic yard shall be full compensation for all materials, labor, equipment and incidentals necessary to complete the work. PAY ITEM NO.22 — Asphalt Pavement and Base Repair: The contractor is to remove all existing deformed H.M.A.C. pavement and/or bad base material that shows surface deterioration and/or complete failure. The Construction Engineer will identify these areas upon which time the contractor will begin work. The failed area shall be saw cut, or other similar means, out of the existing pavement in square or rectangular fashion. The side faces shall be cut vertically and all failed and loose material excavated. As a part of the excavation process, all unsatisfactory base material shall be removed, if required, to a depth sufficient to SP-36 obtain stable sub -base. The total depth of excavation could range from a couple of inches to include the surface -base -some sub -base removal for which the Construction Engineer will select the necessary depth. The remaining good material shall be leveled and uniformly made ready to accept the fill material. All excavated material shall be hauled off site, the same day as excavated, to a suitable dumpsite. After satisfactory completion of removal as outlined above, the contractor shall place the permanent pavement patch, with Type "D" surface mix (PG 64-22). This item will always be used even if no base improvements are required. The proposed H.M.A.C. repair shall match the existing pavement section or the depth of the failed material, whichever is greater. However, the patch thickness shall be a minimum of 2-inches. Generally the existing H.M.A.C. pavement thickness will not exceed 8 inch. Before the patch layers are applied, any loose material, mud and/or water shall be removed. A liquid asphalt tack coat shall be applied to all exposed surfaces. Placement of the surface mix lifts shall not exceed 3 inches with vibrator compactions to follow each lift. Compactions of the mix shall be to standard densities of the City of Fort Worth, made in preparation to accept the recycling .. process. All applicable provisions of TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges" Item Nos. 300 "Asphalts, Oils, and Emulsions", 310 "Prime Coat" (referenced), and 340 "Dense -Graded Hot -Mix Asphalt (Method)" (referenced) shall govern work. The unit price bid per cubic yard shall be full compensation for all materials, labor, equipment and incidentals necessary to complete the work. PAY ITEM NO.23 — HMAC Pavement Level UP: This item shall be used to fill ruts, depressions, level up pavement section with Type "D" 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-37 The unit price bid per ton shall be full compensation for all materials, labor, placing, equipment, cleaning and incidentals necessary to complete the work. PAY -ITEM NO.24 — Pavement Wedge Milling 2-Inch to 0-Inch Depth, 5.0 Ft Wide 1. Description This item shall consist of milling the existing pavement from the lip of gutter at a depth of 2- inch 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. 20 — Unclassified Street Excavation and replaced under PAY -ITEM NO. 23 — HMAC Level Up — Install, prior to placing H.M.A.C. surface course. See PAY -ITEM NO. 20 —Unclassified Street Excavation, for further description of work. For those streets designated as Mill Overlay (MOL) on the street list in the back of this contract document book, the wedge milling shall begin within fourteen (14) calendar days from the completion of the curb and gutter. If the contractor fails to complete the work within fourteen (14) calendar days, a $100 dollar liquidated damage will be assessed per block per day. 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 seven (7) calendar 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. The Contractor shall haul -off the removed material to a suitable dumpsite. 2. Equipment SP-38 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 equipment shall be self-propelled with sufficient power, traction and stability to maintain accurate depth of cut and slope. w. 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 labor, material, equipment, 4 tools, and incidentals necessary to complete the work. PAY -ITEM NO.25 — Butt Joint Milling: Description: This item requires the contractor to mill "butt joints" into the existing surface, in association with the wedge milling operation (PAY ITEM NO. 24) 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 -ITEM NO. 24 — 2- Inch to 0-Inch Pavement Wedge Milling Depth 5-Ft Wide — Install. 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: SP-39 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. 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 2 inch. This milled area shall be tapered within the 20-feet to a depth from 0-nch to 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. 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, including material haul -off, tools, labor, equipment and incidentals necessary to complete the required work. PAY ITEM NO.26 — 2-Inch Surface Milling: This item shall consist of milling the existing pavement at a depth of 2-inch. All applicable provisions of PAY ITEM NO.24 — 2-Inch to 0-Inch Wedge Milling Depth, 5-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. 20 — Unclassified Street Excavation and replaced under PAY ITEM NO. 24 — HMAC Level Up, prior to placing H.M.A.C. surface course. See PAY ITEM NO, 4 20 — Unclassified Street Excavation, for further description of work. SP-40 The unit price bid per square yard shall be full compensation for all materials, labor, equipment and incidentals necessary to complete the work. PAY ITEM NO.27 — Crack Sealing of Existine Pavement: After completion of wedge milling of those streets designated as Mill Overlay (MOL) on the street list in the back of this contract document book, the Contractor shall seal existing cracks '/a inch and greater, by using cold poured crack sealer Polymer Modified Asphalt Emulsion Crack Sealer, as directed by the Engineer. TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges" Item Nos. 300 "Asphalts, Oils, and Emulsions", shall apply. The inside of the cracks shall be cleaned with an air compressor or approved equipment, prior to sealing. Sealant shall be applied with a rubber "V" shaped squeegee where applicable. Provide adequate traffic control during set up and cure time of sealant. The unit price bid per linear foot shall be full compensation for all labor, material, equipment, supplies, and incidentals necessary to complete the work. PAY -ITEM NO.28 — 2-Inch HMAC Surface Course Tyne "D" Mix: 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. 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. SP-41 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 pavementibase 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. Samples will be taken for determination of asphalt content, aggregate gradation, maximum theoretical specific gravity as determined 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 Desijzn: 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 I 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. SP-42 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 (I0-footstraight edge) shall be measured. • Under Item 340.5 Measurement: u Hot mix will be measured by the square yard 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 Item and measured as - provided under "Measurement", will be paid for at the unit price bid per square yard, for "Dense -Graded Hot Mix Asphalt (Method)". PAY ITEM NO.29 — Remove and Replace 30-Ft HMAC Speed Cushion w/stripping PAY ITEM NO.30 — Remove and Replace 40-Ft HMAC Speed Cushion w/stripping Pay items No. 29 and No 30, shall include the removal of existing Speed Cushions, and installing new standard H.M.A.0 Speed Cushions according to the plan and profile as shown on the detail sheet. All excavated material shall be hauled off site the same day as excavated, to a suitable dumpsite. Contractor shall notify the Construction Engineer 72 hours prior to installing any speed cushions. Contractor shall install speed cushion's pavement markings. If the roadway is damaged during existing marker removal, the work shall be temporarily halted until consultation with the Construction Engineer. The pavement shall be repaired prior to new HMAC overlay. MATERIALS AND QUALITY REQUIREMENTS: SP-43 1. Speed Cushions The speed cushions shall consist of H.M.A.C. Type "D" surface course (PG 64-22) with tack coat (SS-1) and compacted with vibratory hand roller. All applicable provisions of TxDOT's "Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges" i Item Nos. 300 "Asphalts, Oils, and Emulsions" (referenced), 310 "Prime Coat" (referenced), and 340 "Dense -Graded Hot -Mix Asphalt (Method)" (referenced) shall apply. Kraft brown paper — 36 inch wide 40-lb paper shall be used to keep curb & gutter clean. 2. Pavement Markings Raised Pavement Markings All materials used shall be pre -approved prior to placement. The brand name and specifications of the materials shall be included in submittal for approval. The approved materials must be used throughout the duration of the contract. In the event that substitute materials need to be used, they must be equal to or exceed the quality of those currently in use and be approved the Construction Engineer. All markers shall be 4 inch and be installed with epoxy; bituminous adhesive is not approved. A chalk line, chain, or equivalent shall be used during layout to insure that individual markers are properly aligned. All markers shall be placed uniformly along the line to achieve a smooth continuous appearance. Preformed Pavement Markings All materials used under this agreement shall be pre -approved prior to awarding of the bid. Materials used shall meet TXDOT specifications Item 666 Type Il. The approved materials must be used throughout the duration of the bid. In the event that substitute materials need to be used, they must be equal to or exceed the quality of those currently in use, and be approved by Construction Engineer. All material must be equal to or exceed the following: Pre Mark brand Hot Tape which is manufactured by Stimsonite. Stamark A420, which is manufactured by 3M. Stamark A380, which is manufactured by 3M. All applications shall be in strict compliance with all manufacturer recommendations. SP-44 Surface Preparation and Application of Pavement Markings Roadway surface shall be clean, dry and free from dirt, grease, and other forms of contamination. All surfaces must be air blasted prior to application of paint. Surface preparation and application shall be in strict compliance with manufacturer recommendations. Equipment and methods used for surface preparation shall not damage the pavement or present a hazard to motorists. Installation of Pavement Markings Contractor's personnel shall be knowledgeable and sufficiently skilled in the installation of raised pavement markings and preformed pavement markings. Markings that are not properly applied due to faulty application methods or defective product, and markings, which are placed in the wrong position or alignment, shall be removed and replaced by the contractor at the contractor's expense. If the mistake is such that it would be confusing or hazardous to motorists it shall be remedied the same day of notification. Notification will be made by phone and confirmed by fax. Other mistakes shall be remedied within five days of written notification. Traffic Control of Pavement Markings When markings are applied on roadways open to traffic care will be taken to ensure that proper safety precautions are followed, including the use of signs, cones, barricades, flaggers, etc. Work shall be performed with as little disruption to traffic as possible, and freshly applied markings shall be protected from traffic damage and disfigurement. 3. Measurement and Payment ` The unit price bid per each shall be full compensation for removal of existing pavement markings, H.M.A.C. Type "D" surface course, tack coat (SS-1), vibratory hand roller, surface preparation, _ preformed and raised pavement markings, kraft brown paper - 36 inch wide 40-lb paper to keep curb & gutter clean, and all materials, labor, equipment and incidentals necessary to complete the work. SP-45 The unit price per bid per each will be full compensation for all labor, equipment, material, tools, and all incidentals necessary to complete the work. PAY ITEM NO.31 — Water Valve Box Adiustment With Steel Riser: This item shall include adjusting the tops of existing water valve with steel riser manufactured by 4 American Highway Products or approved equal by the construction engineer to match proposed MW 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, materials, equipment, tools, and incidentals necessary to complete the work. PAY ITEM NO.32 — Water 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. 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. SP-46 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 3,000 pounds per square inch in seven (7) days. Work shall be completed within seven (7) calendar days after completing the laying of proposed H.M.A.C., and street shall be open to traffic within ten (10) calendar days. If the contractor fails to complete the work and within seven (7) calendar days, a $100 dollar liquidated damage will be r assessed per each water valve box per day. �- Prior to beginning of work, the Contractor shall make an inventory of the condition of existing Valves. The Engineer will field verify this inventory and provide the Contractor replacements for broken valve covers. The contractor shall replace the valve covers which are damaged during l 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. The pre bid unit price per each will be full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work. PAY ITEM NO.33 — Water Meter Box Adiustment: This item only applies when the adjacent curb and gutter has been removed and replaced and has .� been authorized by the assigned inspector, The adjustment shall include raising or lowering the existing water meter box to the proper grade, ` The pre bid unit price per each will be full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work. i PAY ITEM NO. 34 — Manhole Adiustment With Steel Riser: SP-47 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. 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, materials, equipment, tools, and incidentals necessary to complete the work. PAY ITEM NO. 35 — Manhole Adiustment 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 rig riser CAN NOT be used as determined by the Engineer. Standard Specification Item Nos. 450 "Adjusting Manholes and Inlets" and 406 "Concrete for Structures" shall apply except as herein modified. The concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per square inch in seven (7) days. SP-48 Work shall be completed within seven (7) calendar days after completing the laying of proposed H.M.A.C., and street shall be open to traffic within ten (10) calendar days. If the contractor fails to complete the work and within seven (7) calendar days, a $100 dollar liquidated damage will be assessed per each water valve box 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 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, materials, equipment, tools, and incidentals necessary to complete the work. PAY ITEM NO.36 — Painting House Curb Address: This item shall include painting of house addresses on curb or driveway radiuses that are removed and replaced in this contract ■ All materials shall be of recent product, and suitable for its intended purpose. ■ Surface preparation and application shall be in strict compliance with manufacturer's recommendations. ■ The paint shall NOT be applied; if the new concrete curb has aged less than a minimum of 28 days, and if weather condition may harm or damage the finish surface. ■ The background paint shall be equal to or exceed #5160 White Latex Striping paint - manufactured by Kwal Paint or approved equal. SP-49 ■ The letters paint shall be equal to or exceed #6306 Black Latex Exterior paint manufactured by Kwal Paint or approved equal. ■ The minimum size for the background shall be 6" high x 16" long, and the minimum size for the letters shall be 4" high. The unit price bid per each will be full compensation for all labor, material, tools, and incidentals necessary to complete the work. PAY ITEM NO.37 — St. Augustine Grass Sod Replacement: ., PAY ITEM NO.38 — Bermuda Grass Sod Replacement: Pay items No. 37 and No. 38, shall consist of the replacements of a like grass sod that was removed under this contract due to the removal and replacement of driveways, wheelchair ramps, and curb and gutters as determined by the Engineer. All materials shall be of recent production, and suitable for there intended purpose. Sod Products Specifications: j ■ Sod shall consist of live and growing grass. ■ Grass shall have a healthy, virile root system of dense, thickly matted roots throughout an approximately one- (1) inch minimum thickness of native soil attached to the roots. ■ Sod will be free from obnoxious weeds or other grasses and be free from any deleterious matter that might the growth of the grass. ■ Sod material must be kept moist from the time it is dug until planted. Sod Installation Specifications: ■ The area to be sodded shall be determined by the City. ■ The sodded area shall be smoothed down. ■ The sodded area shall be thoroughly watered immediately after it is planted. The unit price bid per square yard will be full compensation for all labor, material, tools, and incidentals necessary to complete the work. PAY -ITEM NO.39 — Re -Mobilizations: SP-50 This item shall compensate the Contractor to remobilize personnel, equipment, supplies, and material to perform additional work as directed by the Engineer. Remobilization will be considered when concrete "Flat -work" has been completed, personnel and equipments were demobilized, and the street is clean and ready for overlay. Remobilization shall be determined by the Engineer. Requests for reimbursement of remobilization expenses shall be denied unless prior approval is granted by the Engineer. The unit price per bid per each will be full compensation for all labor, equipment, material, tools, and all incidentals necessary to complete the work. END OF SECTION SP-51 NOTE: THIS SPECIFICATION HAS BEEN MODIFIED TO DELETE NON - APPLICABLE ITEMS FOR USE AS A GUIDE SPECIFICATION FOR CiTY STREETS. Item 360 CONCRETE PAVEMENT 300.1. Description. Construct Portland cement concrete pavement with or without curbs on the concrete pavement 300.2. Materials. A. Portland Cement Concrete. Provide Portland cement concrete to meet a minimum compressive strength of 3,OdO psi at 28 days; unless shown otherwise in the contract documents. Use Class A concrete for curbs that are placed separately from the pavement. Provide concrete that is workable and cohesive, possesses satisfactory finishing qualities, and conforms to the mix design and mix design slump. B. Reinforcing Steel. Provide Grade 60 deformed steel for bar reinforcement. Provide approved positioning and supporting devices (baskets and chairs) capable of securing and holding the reinforcing steel In proper position before and during paving. Provide corrosion protection when shown on the plans. 1. Dowels, provide Grade 60 smooth, straight dowels of the size shown on the plans, free of burrs or deformations. Coat dowels with a thin film of grease or other approved de -bonding material. Provide dowel caps, on the lubricated end of each dowel bar used in an expansion joint. Provide dowel caps filled with a soft compressible material with enough range of movement to allow complete closure of the expansion joint. 2. Tie Bars. Provide straight deformed steel tie bars. Provide either multiple-plece tie bars or single -piece be bars as shown on the plans: Provide multiple -piece tie bars composed of 2 pieces of deformed reinforcing steel with a coupling capable of developing a minimum tensile strength of 125% of the design yield strength of the deformed steel when tensile -tested In the assembled configuration. Provide a minimum length of 33 diameters of the deformed steel in each piece. C. Curing Materials. Provide Type 2 membrane curing compound conforming to DMS-4650, 'Portland Cement Concrete Curing Materials and Evaporation Retardants.' D. Epoxy. Provide Type III epoxy in accordance with DMS-6100, 'Epoxies and Adhesives,' for installing all drilled -in reinforcing steel. E. Evaporation Retardant. Provide evaporation retardant conforming to DMS-4650, `Portland Cement Concrete Curing Materials and Evaporation Retardants.' F. Joint Sealants and Fillers. Provide Class 5 or Class 8 joint -sealant materials and fillers unless otherwise shown on the plans or approved and other sealant materials of the size, shape, and type shown on the plans in accordance with DMS-6310, `Joint Sealants and Fillers.' 300.3. Equipment. Furnish and maintain all equipment in good working condition. Use measuring, mixing, and delivery equipment conforming to the requirements of item 421, 'Portland Cement Concrete.' Obtain approval for other equipment used. C P- A. Placing, Consolidating, and Finishing Equipment. Provide approved self- propelled paving equipment that uniformly distributes the concrete with minimal segregation and provides a smooth machine -finished consolidated concrete pavement conforming to plan line and grade. Provide an approved automatic grade control system on slip -forming equipment. Provide approved mechanically operated finishing floats capable of producing a uniformly smooth pavement surface. Provide equipment capable of providing a fine, light water fog mist Provide mechanically operated vibratory equipment capable of adequately consolidating the concrete. Provide immersion vibrators on the paving equipment at sufficiently close intervals to provide uniform vibration and consolidation of the concrete over the entire width and depth of the pavement and in accordance with the manufacturer's recommendations. Provide immersion vibrator units that operate at a frequency in air of at least 8,000 cycles per minute. Provide enough hand -operated immersion vibrators for timely and proper consolidation of the concrete along forms, at joints and In areas not covered by other vibratory equipment. Surface vibrators may be used to supplement equipment -mounted immersion vibrators. Provide tachometers to verify the proper operation of all vibrators. For small or irregular areas or when approved, the paving equipment described in this Section is not required. B. Forming Equipment. 1. Pavement Forms. Provide metal or wood side forms of sufficient cross-section, strength, and rigidity to support the paving equipment and resist the impact and vibration of the operation without visible springing or settlement. Use forms that are free from detrimental kinks, bends, or warps that could affect ride quality or alignment. Provide flexible or curved metal or wood forms for curves of 100-ft. radius or less. ,2. Curb Forms. Provide curb forms for separately placed curbs that are not slipformed that conform to the requirements of Item 529, 'Concrete Curb, Gutter, and Combined Curb and Gutter.` C. Reinforcing Steel Inserting Equipment. Provide inserting equipment that accurately inserts and positions reinforcing steel in the plastic concrete parallel to the profile grade and horizontal alignment in accordance to plan details. D. Texturing Equipment. 1. Carpet Drag. Provide a carpet drag mounted on a work bridge or a moveable support system. Provide a single piece of carpet of sufficient transverse length to span the full width of the pavement being placed and adjustable so that a sufficient longitudinal length of carpet is in contact with the concrete being placed to produce the desired texture. Obtain approval to vary the iength and" width of the carpet to accommodate specific applications. Use an artificial grass -type carpet having a molded polyethylene pile face with a blade length of 5/8 in. to 1 in:, a minimum weight of 70 oz. per square yard, and a strong, durable, rot - resistant backing material bonded to the facing. 2. Tining Equipment. Provide a self-propelled transverse metal tine device equipped with 44n. to 6-in. steel tines and with cross-section approximately 1132 in. thick by 1/12 in. wide, spaced at 1 in., center -to -center. Hand -operated Lining equipment that produces an equivalent texture may be used only on small or irregularly shaped areas or, when permitted, in emergencies due to equipment breakdown. (I?-2 'i :L E. Curing Equipment. Provide a self-propelled machine for applying membrane curing compound using mechanically pressurized spraying equipment with atomizing nozzles. Provide equipment and controls that maintain the required uniform rate of application over the entire paving area. Provide curing equipment that is independent of all other equipment when production rates are such that the first application of membrane curing compound cannot be accomplished immediately after texturing and after free moisture has disappeared. Hand -operated pressurized spraying equipment with atomizing nozzles may only be used on small or irregular areas or, .. when permitted, in emergencies due to equipment breakdown. F. Sawing Equipment Provide power -driven concrete saws to saw the joints shown on the plans. Provide standby power -driven concrete saws during concrete sawing operations. Provide adequate illumination for nighttime sawing. G. Grinding Equipment When required, provide self-propelled powered grinding equipment that is specifically designed to smooth and texture concrete pavement using circular diamond blades. Provide equipment with automatic grade control capable of grinding at least a 3-ft. width longitudinally in each pass without damaging the concrete. 300.4. Construction. Obtain approval for adjustments to plan grade -line to maintain thickness over minor subgrade or base high spots while maintaining clearances and drainage. Maintain subgrade or base in a smooth, clean, compacted condition in conformitywith the required section and established grade until the pavement concrete is placed. Keep subgrade or base damp with water sufficiently in advance of placing pavement concrete. Adequately light the active work areas for all nighttime operations, if required. A. Reinforcing Steel and Joint Assemblies. Accurately place and secure in position all reinforcing steel as shown on the plans. Place dowels at mid -depth of the pavement slab, parallel to the surface. Place dowels for transverse contraction joints parallel to the pavement edge.. Tolerances for location and alignment of dowels will be shown on the plans. Stagger the longitudinal reinforcement splices to avoid having more than 1/3 of the splices within a 2-ft. longitudinal length of each bane of the pavement. Use multiple -piece tie bars or drill and epoxy grout tie bars at longitudinal construction joints. 1. Manual Placement. Secure reinforcing bars at alternate intersections with wire ties or locking support chairs. Tie all splices with wire. 2. Mechanical Placement If mechanical placement of reinforcement results in steel misalignment or improper location, poor concrete consolidation, or other inadequacies, complete the work using manual methods. B. Joints. Install joints as shown on the plans. Clean and seal joints in accordance with Item 438, `Cleaning and Sealing Joints and Cracks (Rigid Pavement and Bridge Decks).' Repair excessive spalling of the joint saw groove using an approved method before installing the sealant Seal all joints before opening the pavement to all traffic. When placing of concrete is stopped, install a rigid transverse bulkhead, accurately notched for the reinforcing steel and shaped accurately to the cross- section of the pavement 1. Placing Reinforcement at Joints. Where the plans require an assembly of parts at pavement joints, complete and place the assembly at the required location and elevation with all parts rigidly secured in the required position. Accurately notch joint materials for the reinforcing steel. C P-3 2. Curb Joints. Provide joints in the curb of the same type and location as the adjacent pavement Use expansion joint material of the same thickness, type, and quality required for the pavement and of the section shown for the curb. - Extend expansion joints through the curb. Construct curb joints at all transverse pavement joints. For.non-monolithic curbs, place reinforcing steel into the plastic concrete pavement as shown on the plans unless otherwise approved. Form or saw the weakened plane joint across the full width of concrete pavement and through the monolithic curbs. C. Placing and Removing Forms. Use clean and oiled forms. Secure forms on a base or firm subgrade that is accurately graded and that provides stable support without deflection and movement by form riding equipment. Pin every form at least at the middle and near each end. Tightly join and key form sections together to prevent relative displacement Set side forms far enough in advance of concrete placement to permit inspection. Check conformity of the grade, alignment, and stability of forms immediately before placing concrete, and make all necessary corrections. Use a straightedge or other approved method to test the top of forms to ensure that the ride quality requirements for the completed pavement will be met. Stop paving operations if forms settle or deflect more than 118 in. under finishing operations. Reset forms to line and grade, and refinish the concrete surface to'correct grade. Avoid damage to the edge of the pavement when removing forms. Repair damage resulting from form removal and honeycombed areas with a mortar moc within 24 hr. after form removal unless otherwise approved. Clean joint face and repair honeycombed or damaged areas within 24 hr. after a bulkhead for a transverse construction joint has been removed unless otherwise approved. When forms are removed before 72 hr. after concrete placement, promptly apply membrane curing compound to the edge of the concrete pavement Forms that are not the same depth as the pavement but are within 2 in. of that depth are permitted if the subbase is trenched or the full width and length of the form base is supported with a firm material to produce the required pavement thickness. Promptly repair the form trench after use. Use flexible or curved wood or metal forms for curves of 100-ft. radius or less. D. Concrete Delivery. Clean delivery equipment as necessary to prevent accumulation of bid concrete before loading fresh concrete. Use agitated delivery equipment for concrete designed to have a slump of more than 5 in. Segregated concrete is subject to rejection. Place agitated concrete within 60 min. after batching. Place non -agitated concrete within 45 min. after batching. In hot weather or under conditions causing quick setting of the concrete, times may be reduced by the Engineer. Time limitations may be extended if the Contractor can demonstrate that the concrete can be properly placed, consolidated, and finished without the use of additional water. E. Concrete Placement. Do not allow the pavement edge to deviate from the established paving line by more than 1/2 in. at any point. Place the concrete as.near as possible to its final location, and minimize segregation and rehandling. Where hand spreading is necessary, distribute concrete using shovels. Do not use rakes or vibrators to distribute concrete. 1. Pavement. Consolidate all concrete by approved mechanical vibrators operated on the front of the paving equipment. Use immersion -type vibrators that simultaneously consolidate the full width of the placement when machine finishing. Keep vibrators from dislodging reinforcement Use hand -operated vibrators to consolidate concrete in areas not accessible to the machine -mounted vibrators. Do not operate machine -mounted vibrators while the paving equipment is stationary. 2. Temperature Restrictions. Place concrete that is between 40°F and 95°F at the time of discharge, except that concrete may be used if it was already in transit when the temperature was found to exceed the allowable maximum. Take immediate corrective action or cease concrete production when the concrete _ temperature exceeds 95°F. Do not place concrete when the ambient temperature in the shade is below 40OF and falling unless approved. Concrete may be placed when the ambient temperature in the shade is above 35°F and rising or above 40°F. When temperatures warrant protection against freezing, protect the pavement with an approved insulating material capable of protecting the concrete for the specified curing period. Submit for approval proposed measures to protect the concrete' from anticipated freezing weather for the first 72 hr. after placement. Repair or replace all concrete damaged by freezing. F. Spreading and Finishing. Finish all concrete pavement with approved self- propelled equipment. Use power -driven spreaders, power -driven vibrators, power - driven strike -off, and screed, or approved alternate equipment. Use the transverse finishing equipment to compact and strike off the concrete to the required section and grade without surface voids. Use float equipment for final finishing. Use concrete with a consistency that allows completion of all finishing operations without addition of water to the surface. Use the minimal amount of water fog mist necessary to maintain a moist surface. Reduce fogging if float or straightedge operations result in excess slurry. 1. Finished Surface. Perform sufficient checks with long -handled 104 and 15-ft. straightedges on the plastic concrete to ensure that the final surface is'w.ithin the tolerances specified in the contract documents. Check with the stralghte�ge parallel to the centerline. 2. Maintenance of Surface Moisture. Prevent surface drying of the pavefent before application of the curing system. Accomplish this by fog applications of evaporation retardant on the pavement surface. Apply evaporation retardant at . the rate recommended by the manufacturer. Reapply the evaporation retardant as needed to maintain the concrete surface in a moist condition until curing system is applied. Do not use evaporation retardant as a finishing aid. 3. Surface Texturing. Perform surface texturing using a combination of a carpet drag and metal tining, if required by the contract documents. Complete final texturing before the concrete has attained its initial set. Draw the carpet drag longitudinally along the pavement surface with the carpet contact surface area adjusted to provide a satisfactory coarsely textured surface. Operate the metal -tine device to obtain grooves spaced at 1 in., approximately 3/16 in. deep, with a minimum depth of 1/8 in., and approximately 1112 in. wide. Do not overlap a previously tined area. Use manual methods for achieving similar results on ramps and other irregular sections of pavements. Repair damage to' the edge of the slab and joints immediately after texturing. Do not tine pavement that will be overlaid.. 4. Small or irregular Placements. Where machine placements and finishing of concrete pavement are not practical, use hand equipment and procedures that produce a consolidated and finished pavement section to the line and grade. CP-!� b. Emergency Procedurss. Use hand -operated equipment for applying textum, evaporation retardant, and cure in the event of equipment breakdown. G. Curing. Keep the concrete pavement surface from drying by water fogging until the curing material has been applied. Maintain and promptly repair damage to curing materials on exposed surfaces of concrete pavement continuously lbr at least 3 curing days. A curing day is defined as a 24-hr. period when either the temperature taken in the shade away from artftial heat is above SOT for at least 19 hr. or when the surface temperature of the concrete is maintained above 40'F for 24 hr. Curing begins when the concrete curing system has been applied. Stop concrete paving if cuing compound is not being applied promptly and maintained adequately. Other methods of curing in accordance with Item 420. `Concrete Struchrres,' may be used when specified or approved. 1. Membrane Curing. After texturing and immediately after the free surface moisfure has disappeared, spray the concrete surface uniformly with 2 coats of membrane curing compound at an individual application rate of not more than 180 sq. ft. per gallon. Apply the first coat within 10 min. after completing texturing operations. Apply the second coat within 30 mh after completing texturing opamdons. Betbr© and during application, maintain curing compounds In a uniformly agitated condition, free of settlement. Do not thin or dilute the curing compound. Where the coating shows dscartinuities or other defects or If rain falls on the newly coated surface before the film has dried enough to resist damage, apply addribbrwl compound at the same rate of coverage to correct the damage. Ensure that the curing compound cotes the sides of the fining grooves. H. Sawing Joints. Saw joints to the depth shown on the plans as soon as sawing can be accomplished without damage to the pavement regardless of time of day or weather wnditfons. Some minor raveling of the saw cut is acceptable. Use a chalk line, String Brie, sawing template, or other approved method to pmvide a true joint alignmerrL Provide enough saws to match the paving production rate to ensure sawing completion at the earliest possible time to avoid uncontrolled trucking. Reduce paving production if necessary to ensure timely sawing of jo"urte. Promptly restore membrane cure damaged within the first 72 hr. of curing. 1. Protection of Pavement and Opening to Traffic. Testing for early opening is the responsibirity of the Contractor regardless of job -control feAng responsbilides unless otherwise shown in the plans or directed. Testing result interpi•etetion for opening to traffic is subject to the approval of the Engineer. 1. Protection of Pavement Enact and maintain barricades and other standard and approved devices that will exclude all vehicles and equipment from the newly placed pavement for the periods specified. Before opening to traffic, protect the pavement from damage due to crossings using approved methods. Maintain an adequate supply of sheeting or other material to cover and protect fresh concrete surface from weather damage. Apply as needed to protect the pavement surface from weather. Z Opening Pavement to Traffic. Before opening to traffic, dean pavement, place stable material against the pavement edges,, seal joints, and perform all other traffic safety related work eP-6 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 Surface Overlay 2009-8 at Thirty -Three Locations and City of Fort Worth Project No. C293-541200- 207620132783. CONTRACTOR: By: Name: � G LP Title: r4-ft v-,r Date: STATE OF TEXAS § COUNTY OF TARRANT § Before me, the ersigned authority, on this day personally appeared known to me to be the person whose name is subscribed to the foregoing instrument, and acknowled ed to me that he executed the same as Aa act and deed of for the purposes and consideration therein expressed and in the caps ty therein stated Given Under My Hand and Seal of Office this Rday of U 4 2065 lTdtary Nblic in and for the State Texas KRISTIN DAWN BARNES J, ^4r Notary Public, State of Texas ' sM »F My Commission Expires AUqust 05, 2012 / 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: EXPERIENCE RECORD L.15t VI pruJccts yuut utKauttauutt uaa Z)uct.V:)aiuuy t viiiNi<«u. I Amount Of Contract I Type of Work I Date Accepted I I 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 Sure Bond# ASB512264 PAYMENT BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we, (1) Dirtco, d/b/a Styles Contracting , as Principal herein, and (2) AMERICAN SAFETY CASUALTY INSURANCE COMPANY , a corporation organized and existing under the laws of the State of (3) OKLAHOMA , 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 One Million, Two Hundred Sixty Two Thousand, Six Hundred Six Dollars and Twenty Five Cents Dollars ($1,262,606.25) 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 28th 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 Surface Overlay 2009-8 at Thirty - Three Locations TPW Project No. C293-541200-207620132783. 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 28t" day of July , 2009. r 1W M r ATTEST: ( nncipal) Sec-- I-y (SEAL) itne s as to Principal ATTEST: C- Secretary (SEAL) 4itn*esaS U ety MARILYN BRANCH DIRTCO, D/B/A STYLES CONTRACTING PRINCIPAL R!FVANANA L ME9 �. Address: 5625 EGG FARM RD. #1120 KELLER. TX 76248 AMERICAN SAFETY CASUALTY INSURANCE COMPANY SURETY By: Name: J J DAN Attorney in Fact Address: 100 GALLERIA PARKWAY S.E. #700 ATLANTA, GA 30339 Telephone Number: 770-485 43e4 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# ASB512264 PERFORMANCE BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we, (1) Dirtco, d/b/a Styles Contracting as Principal herein, and (2) AMERICAN SAFETY CASUALTY INSURANCE COMPANY a corporation organized under the laws of the State of (3) OKLAHOMA , 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 One Million, Two Hundred Sixty Two Thousand, Six Hundred Six Dollars and Twenty Five Cents Dollars ($1,262,606.25) 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 28t" 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 Surface Overlay 2009-8 at Thirty -Three Locations TPW Protect No. C293-541200.207620132783. 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 28t" day of July , 2009. ATTEST: (Principal) Secret (S E A L) DIRTCO, D/B/A STYLES CONTRACTING PRINCIPAL By: Na Titl Address: 5625 EGG FARM RD. #1120 KELLER, TX 76248 Hess s to Principal _ ATTEST: lY Secretary (S EAL) Witness as t Sur ty AMERICAN SAFETY CASUALTY INSURANCE COMPANY SURETY By: Name: JAY JORDAN Attorney in Fact Address: 100 GALLERIA PARKWAY S.E. #700 ATLANTA, GA 30339 Telephone Number. 770-485-4384 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. a Bond#, MAINTENANCE BOND THE STATE OF TEXAS § COUNTY OF TARRANT § KNOW ALL BY THESE PRESENTS: ASB512264 That Dirtco, dlbla Styles Contracting ("Contractor"), as principal, and, AMERICAN SAFETY CASUALTY INSURANCE COMPANY a corporation organized under the laws of the State of nKl AHnMA , ("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 One Million, Two Hundred Sixty Two Thousand, Six Hundred Six Dollars and Twenty Five Cents Dollars ($1,262,606.26) 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 28`h 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 Surface Overlay 2009-8 at Thirty -Three Locations the same being referred to herein and in said contract as the Work and being designated as project number(s) TPW Project No. C293-541200-207620132783 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# ASB512264 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 2e day of July , A.D. 2009. ATTEST: (Principal) Sjcretaryjl (SEAQ `�itnes's as to Ad cipal ATTEST: Secretary (SEAL) " t s as ur ty DIRTCO, D/B/A STYLES CONTRACTING PR By: Nai Title Address: 5625 EGG FARM RD. #1120 AMERICAN SAFETY CASUALTY INSURANCE COMPANY SURETY By: J_ Name: JO DAN Attorney in Fact Address: 100 GALLERIA PARKWAY S.E. #700 Telephone Number: 770-485-4384 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. NUMBER zw POWER OF ATTORNEY ASB- 512564 ANW=Strarrimauace KNOW ALL MM BY THESE PKIMUii3, that American Safety Caualty hsacm= Company has made, constituted and appointed, and by these presents does taste, constitute and appoints Richard W. Daiker, Tony Fierro, Johnny Moss, Jay Jordan of Rockwall Texas Randall S. McClelland, Richard W. Daiker, Tony Fierro of El Paso, Texas its ant: and lawful attoraq-in-fact, for it and its name, place, and stead to exectne on behalf of the said Company, as suet% bonds. undertaking and contracts of suretyship to be given to AUOBZJGEES provided that no bond or undertaking or contract of suretyship executed under this ahthority shall exceed in amount the sum of ***FIVE MILLION***($5,000,000.00) DOLLARS*** This power of An mey is granted and is signed and sated by fiaimik ands and by oho authodW of the following Resolution adopfod by the Baud of Directors of the Company or the ROM day of Sepk mbar, 20Q3. RESOLVED. that the ftsldtaat in omiunction with the Secretary or any Assistant Secretary may appoint attorneys -in -fact or agents with authority as defined or limited in the instmmmr evidencing the appointment in each use, for and on behalf of Me Company, to execute and deliver and affix the seal of the Company to bonds, amdertaking% recogniamoes, and swc"* obligations of all kinds; and said officers may remove any such atmrmcy-in-fact or agent and revoke any power of attorney previously granted so such parsons. RESOLVED F URnMM that any bood, mdataking, tecognizaace, or suretyship obligation shall be valid and binding upon the Company. (i) when signed by the Presided or any Vice -President and attested and seated (if a seal be required) by any Secretary or Assistant Secretary or (ii) when signed by the President or any Vice-president or Secretary or Assistant Secretary, and coantersigned and sealed (if a seal be required) by a duty authorized attorney -in -fact or agent; or (ii) when duly executed and sealed (if a seal be respired) by me or more attorney -in -fact or agents pursuant to turd within the limits of the authority evidenced by ibe power of attorney issued by the Company to such per err persons. RESOLVED FURTHER. that the sipature of any authorized officer and the seal of the Company tray be affixed by facsimile to any power of attorney or certification thereof authorizing the execution and delivery of any band, undertaking, recognizaiv- or other suretyship obligations of the Company; and such signature and seal when so used shall have the same force and affects as though manually affixed. IN WII?MS WHEREOF, American Safety Casualty Insurance Company has caused its official sal to be hereunto affixed, and these presents to be signed by its President and emoted by its Secretary this Eighth day bf September, 2003. Attest =- itand'ph Munn. secnwry ; ,�, r y +„ Stephen R. Cam, President STATE OF GEORGIA° K' COUNTY OF COBB On this EighM day of September. 2003, before me personally came Stephen R. Grim to me (mown, who, being by the duly swan, did depose and say that he is the President of Amman Safety Casualty Insurance CamM the corporation described in and which executed the above instrument; that he knows the seal of the said corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said corporation and that he signed Ids name thereto by like order. 15 KAN* Nr p Hk i Bankston. Notary public I, the undersigned. Secretary of Amman Safety Casualty hisuraace Company; a Oilahma corporation, DO HEREBY CERTIFY that the foregoing and attached Power of Attorney remains in full fora and has not been revoked; and furthermore that the Resolution of the Board of Dmeetors, set forth in the said Power of Attorney, is now in force. Signed and Sated at the City of Atlanta, in the State of Georgia. Dated the2 2`'�' day of jk (c ( oq DUPLICATE ORIGINAL Rand 1 h L. Nunn, secretary ORIGINALS OF THIS POWER OF ATTORNEY ARE PRINTED WITH RED NUMERICAL NUMII!RS. ` DUPLICATES SHALL HAVE THE SAME FORCE AND EFFECT AS AN ORIGINAL ONLY WHEN ISSUED IN CONJUNCTION WITH THE ORIGINAL No Important Notice To obtain information about this bond or to make a claim or complaint for: American Safety Casualty Insurance Company You may write to: .. Surety Claims Department American Safety Casualty Insurance Company 1845 The Exchange Atlanta, GA 30339 or you may call (770)916-1908 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: (800) 252-3439 Or you may write to the Texas Department of Insurance at: Texas Department of Insurance P O Box 149104 Austin, TX 78714-9104 Attach this notice to your Bond This notice is for information only and does not become a part .. or a condition of the attached document. It is given to comply with Government Code Section 2253.048 and Property Code Section 53.202, effective September 1, 2001 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 28th 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 Dirtco, d/b/a Styles Contracting 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 SURFACE OVERLAY 2009-8 AT THIRTY-THREE LOCATIONS Designated as project number: C293-541200-207620132783 . 2. That the work herein contemplated shall consist of furnishing as an independent contractor all labor, tools, appliances and materials necessary for the construction and completion of said project in accordance with the Plans and Specifications and Contract Documents prepared by the Transportation and Public Works Department of the City of Fort Wofh adopted by the City Council of the City of Fort Worth, which Plans and Specifications and Contract Documents are hereto attached and made a part of this contract the same as if written herein. OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 9 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 210 (Two Hundred Ten) 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 $ 420.00 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. C.1 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 ne_gli_gence or alleged negligence of Owner, its officers, servants, or employees. Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or destruction to property of the Owner arising from the performance of any of the terms and conditions of this FOFFICIALRECORD c-2 RETARY Z, TX Contract, whether or not any such injury or damage is caused in whole or in part by the negligence or alleged ne_gli_gence of Owner, its officers, servants or employees. In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. VA The Contractor agrees, on the execution of this Contract, and before beginning work, to make, execute and deliver to said City of Fort Worth good and sufficient surety bonds for the faithful performance of the terms and stipulations of the Contract and for the payment to all claimants for labor and/or materials furnished in the prosecution of the work, such bonds being as provided and required in Texas Government Code Section 2253, as amended, in the form included in the Contract Documents, and such bonds shall be 100 percent (100%) of the total contract price, and the said surety shall be a surety company duly and legally authorized to do business in the State of Texas, and acceptable to the City Council of the City of Fort Worth. .13 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 ONE MILLION, TWO HUNDRED SIXTY TWO THOUSAND, SIX HUNDRED SIX DOLLARS AND TWENTY FIVE CENTS $1,262,606.25 C-3 OFFICIAL RECUR.t CITY SECRETARY FT WORTH, Tea 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. 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. OFFICIAL REGURU CITY SECRETARY FT WORTH, TX C-a Done in Fort Worth, Texas, this the 28' day of July , 2009 i wo i mw APPROVED: DIRECTOR, TRAMdARTMENT TATION AND PUBLIC WORKS CITY OF FORT WORTH ASSISTANT CITY MANAGER '�Dk fj<l) Q3f; ATTEST: (Contractor) Ou'll-'sn ei (TITLE) (Address) II- L�x-i Revised June 2008 (City/State/Zip) CITY SECR ARY (SEAL) Cont Ct Authorization Date APPROVED AS TO FORM & LEGALITY: ASS&I-ANT CITY ATTORNEY OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 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: Numero del proyecto: Notificacion del Mantenimiento de la Calle Como parte del programa de mantenimiento de ]as 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 tambidn llamar a la Oficina de inspecci6n de ]a Ciudad de Fort Worth al , de lunes a viemes entre las 7:30 AM y 4:30 PM Despuds de ]as 4:30 PM o en los fines de semana ]lame al (817) 392-8100 Limites Nombre limites Fechas de construcci6n de la cuadra de la Calle de proyecto pgrmitiendo el estado de tiempo 1100-1200 Brown Street Yates Ave a Keller Springs Pkwy de 5/5/08 a 5/29/08 PROJECT DESIGNATION SIGN �11/416 F RT ORTH*-� PMS 288 11'/4" PMS 167 3" 3 ET MAINTE ACE 3" PROGRAM 3" 1�'12' Contractor: 21/211 Contractor's Name , 2 1112' TELEPHONE NUMBER 161/21' FORT WORTH IN LOGO- CHEL TINCHAM BOLO ALL OTHER LETTERING IN APIAL BOLD LOCO COLORS FORT WORTH - PMS 288 LONGHORN LOGO- PMS 167 TYPICAL LAYOUT FOR RECYCLING ACTIVITES UNLESS NOTED OTHERWISE IN STREET SCHEOULE "owl smo( emak BUT T JOINT NOTE UI)AN ATTEMPT HAS SEEN MADE. TO DETAIL AS MANY STD. FIELD 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 REQUIRED WITH REMIXING PROCESS, MEDIAN 0 STREET BEGIN OR END POINT LEGEND H.M.A.C. REHABILITATION pill 11 1 WEDOEMILLING ( RECYCLE / OVERLAY ONLY) MEDIAN TYPICAL LAYOUT FOR RECYCLING -ACTIVITIES FOR BLVD. SECTION ` UNLESS NOTED OTHERWISE IN STREET SCHEDULE D-2 REVISED: AEV.he. DATE: 1 1 1990 0 LEGEND H.M.A.C. REHABILITATION WEDOEMILLINO (RECYCLE/ OVERLAY ONLY ) NOTE :MALL RIGHT TURN STORAGE LANES SMALL BE CONSIDERED AS PART OF CONTRACT. (2) BUTT JOINTS NOT REQUIRED WITH REMIXING PROCESS. TYPICAL LAYOUT FOR RECYCLING ACTIVITES . UNLESS NOTED OTMERIKISE 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 RE VISEO: AIrv. No. DArc : 1 1990 LEGEND H.M.A.C. REHABILITATION t tt It t WEDGEMILLING ( RECYCLE /OVERLAY ONLY.) NOTE �I)IF ANY COMBINATION OF ISLANDS AND 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. 12) BUTT JOINTS NOT REQUIRED WITH REMIXING PROCESS. TYPICAL LAYOUT FOR RECYCLING ACTIVITIES WHEN INTERSECTING STREETS ARE RECYCLED SIMULTANEOUSLY UNLESS NOTED OTHERWISE IN STREET SCHEDULE D-4 Re VISE D: REV. me. DATE! 1 1990 1. ATTENTION: CURB RAMPS SHALT. BE CONSTRUCTED PERPENDICULAR TO THE CURB AT STREET CROSSINGS WITH LANDINGS IN LIEU OF DIAGONAL CROSSINGS WHERE FEASIBLE. SEE FIGS. 58, 59 do 60. WH CHAIR RAMPS STANDARD Al S CITY OF FORT WORTH, TEXAS — CONSTRUCTION STANDARD OCTOBER, 1992, REDRAWN OCTOBER 2002 A. I 10' PARKWAY � I I i 1 FLARES AT SIDEWALKS SLOPE 1 ":12" MAX (TYPICAL) 7" CURB- 7 T T T DETECTABLE WARNING —/ SURFACE (2' x 4' DOME — TILES) T T h t PROPERTY LINE Y t J Q W 0 N I t c� °8. PROPERTY LINE si. Dt># "— :�, d CURB FLUSH`�� �: a : •,�L., W/GUTTER ..D ; LEVEL LANDING P�4 �� s SIDEWALK WHEEL CHAIR RAMP T CITY OF FORT WORTH -CONSTRUCTION STANDAR II EXISTING CURB do GUTTER 18' OR 24" SAWCUT FOR HMAC PVMT. 1 —I I-- 6" 1 I ASODING REQUIRED BACK OF PROP. CB. TYPE III EXISTING 20' R. SCALE 1" = 4' ®SIDEWALK RAMP WITH COLORED SURFACE ® BROOM FINISH HMAC TIE-IN VARIABLE HEIGHT CURB EXISTING CURB do CUTTER SODDING AS REQUIRED — BACK OF PROP CURB `FACE OF 7" CURB SAWCUT FOR CONCRETE PAVEMENT ORT WORT CITY OF FORT WORTH, TEXAS DATE: 09/2004 ACCESSABILITY RAMP - TYPE III (20' RADIUS) STR-040 STREET CURB - MONOLITHIC SIDEWALK CIRB LINES TO BE 1/4" DEEP R.O.W. PARK_ W� goo so 4 JOINT, 4" GAP 1" R 4" o 4 SIDEWALK CURB PAY LIMIT MAX. LENGTH OF SURFACE TREATMENT (GROOVE) 5' FROM THE BACK OF CURB. EXPANSION MATERIAL RECESSED 1/4" AND SEALED W/ SILICONE (APPLICABLE TO ALL COLD —JOINTS) NOTES TYPICAL RAMP X - S ECTI 0 N 1- FOR PARKWAY WITH ELEVATION BELOW STREET ELEVATION, THE SIDEWALK CURB MUST BE 2" CITY OF FORT WORTH, TEXAS — CONSTRUCTION STANDARD HIGHER THAN THE STREET CURB. OCTOBER. 1992, REDRAWN OCTOBER 2002 2. SIDEWALK CURB SHALL NOT ENCROACH ON TI PROPOSED WIDTH OF THE SIDEWALK RAMP. 3. FOR TYPE I RAMP MAXIMUM SIDEWALK CURB HEIGHT 0" TO 7". O Qyti CITY OF FORT WORTH, TEXAS DATE; 09/2004 ACCESSABIUTY RAMP -- TYPICAL CROSS SECTION STR-031 L.,.l L.An.0 T.V f p-M—ftdw Pubk SMwwWk Curb FA" 11111ir--71. �1. 1 ro c(P W ) PUBUC omeNED Sl AL CURB RAMP Re. so pumc sklw*a& CLub Ramp CITY OF FORT WORTH, TEXAS FORTWOM ACCESSABILITY RAMP - I TYPICAL CROSS SECTION DATE 09/2004 STR-034 ATTENTION: CURB RAMPS SHALL BE CONSTRUCTED PERPENDICULAR TO THE CURB AT STREET CROSSINGS WITH LANDINGS IN LIEU OF DIAGONAL CROSSINGS WHERE FEASIBLE. SEE FIGS. 58, 59 & 60. 14.2.6 Vehicular Ways and Facilitiei (a) ' left jar puble sldiwalk curb ramp In public sidewak with Parkway (a) arollal public sidewalk curb ramp In public sklewaik (b) Perpendkador publk sidewalk curb ramp in pubQe eidewak 1 0 Q II Combinotlon publia idawalk curb ramp in public sidewalk with parkway C II II (c) Perpendicular Pubic sidewalk curb romp at projected inlerfecilan Fig. 60 Public Sidewalk Cirb Ramps at Marked Crassings FORT IVOW CITY OF FORT WORTH, TDCUS ACCESSABILfTY RAMP DATE: 09/2004 —1T Y Y r— :-:-•s.:• •:::::...... PJANTING OR OTHER NONWALMO SURUCS :➢ SIDE NOT& If X < 4ae (1220 mm) then Cho 610pa of Cho flerad ddaa abail not asnaed LAX (�) Flared Sldaa FIC. B4.7.5 Sides of Curb Ramps ae mt t 91 (b) Itaturned Curb 1 Fig. B4.7.5 Built—up Curb Ramp OCTOBER. 1992, REDRAWN OCTOBER 2002 CITY OF FORT WORTH, TEXAS LRTI! RT ACCESSABILITY RAMP - r, . L I ci nor nFTAII . DATE: 09/2004 STR-- 036 COLLAR CONFIGURATION COLLAR CONFIGURATION FOR PAVED AREA IN UNPAVED AREA 4'-0- (MANHOLE) 2'-0- (WATER VALVE)- (8) 14 BARS, PLACED AS SHOWN. USE CLASS. "A" •t (3000.LB) CONCRETE. Typ. LJ • , / ••�f, 0 X _ LAJ f 114 PLAN VIEW CASE '-CASE 3/4- V #2 CHAMFER GRADE RINGS 3" MIN. TyP., GROUND COLLAR -':PVMT. I THICKNESS VARIES, 8' MIN. !:..2:27BASE 13 RAM NECK, TYP. CASE il COLLAR SHALL EXTEND TO BOTTOM OF 2:27 CONCRETE SECTION A -A (REBAR REQUIRED). CASE #2 COLLAP, SHALL EXTEND 3- BELOW (MANHOLE COLLAR SHOWN) BOTTOM OF LOWEST GRADE RING (NOT TO SCALE) (REBAR REQUIRED). I CITY OF FORT WORTH, TEXAS WORTH DATE: 09/2004 FORTMANHOLE AND WATER VALVE - CONCRETE COLLAR STR-028 r7 Manhole Riser 110" Dia. Hole h 302 Stainless ,l Roll Pin Cross Section view �-- 10 or 12 gage G90 galvanized steel --F Height o new asphalt overlay E 3/4" thick riser bar I I Expanding Linkage E 2 1/4" 17/64" Diameter holes 6 O 3/4" O.D. 5 5/8' 4 1 /417 _ 3/8" I. D. 3/8" - 16 Thread Item Item Material Description Tensile Tensile Number Description Yield Ultimate 1 3/8" Roll Pins 302 Stainless Steel 14,000 LB Double Sheer Strength) 2 Steel Skirt 12 or 10 gage A.I.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 welded 75,000 P.S.I. 85,000 P.S.I. 4 3/4" wide Riser Bar Hot Rolled Steel M.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 BHN 240 Zinc Plated with Dichromate Finish 70,000 P.S.I. 92,000 P.S.I. 6 t7E�m�Ie A.I.S.I. 1020 BHN 149 Zinc Plated dipped in Linebacker rust inhibitor 70,000 P.S.I. 80,000 P.S.I. Water. _ Valve Riser Cross Section view Item Item Number Description 12 gage G90 galvanized steel t Height I new asphalt overlay E 3/8" D.O.M. Tube I I Material Description Tensile Tensile Yield Ultimate el Skirt 12 gage A.1.S.1. W20 Steel (A-36) G-90 Galvanized 33,000 P.S.I. 60,000 P.S.I. n3183" ld Lincoln Outersheild 71 Elite .045 75,000 P.S.I. 85,000 P.S.I. 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. GROIJHOLINE 1.S'MIN. FACE OF CURB SUITABLE MATERIAL TAMPED IN .� LIFTS NOT CURB AND � o EXCEEDINC GUTTER' cp 12" LOOSE. OP OF CURB N _ WASHED R a K 12. OVERLAP :2 PER ITEM 402 _�. FILTER FABRIC PER PAY ITEM NO. 1$ 0.34 1.5' PIPE SHALL BE 6' PERFORATED POLYVINYL CHLORIDE TUBING PER ASTM D-1784 UNLESS SPECIFIED OTHERWISE. SUBDRAIN . CITY OF FORT WORTH, TEXAS -CONSTRUCTION STANDARD DRAWING N0. S—S It r1O01F DATE: 3-7-96 367 Addendum 3 BA!'� C r Stripi instal T T T T T Height: Ramp Gradient: Side Gradient: PLAN VIEW 3-1/2 inches 8.57 in 1 (30 inches / 3-1/2 inches height) DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS CITY OF 3.43 in 1 (12 inches / 3-1/2 inches Neigh TRAFFIC ENGINEERING FORT WORTH SPEED CUSHIONS [ATE January 15, 2004 DRAWING NOT TO SCALE rj ow aw ar4 mg rw No HMAS Surface Overlay (2009-8) Blk Limits Pro'ectName Street Limits CD Map LM 1 Procedure 3300 - 3599 BELLAIRE PARK CT BELLAIRE DR S - S DEAD END 3 89C 0.11 POL 300 - 321 BROADLEAF DR LONE EAGLE DR - 135 FT SOUTH OF LONG RIFLE DR 7 58U 0.22 POL 100 - 299 N BUFFALO GROVE RD WHITE SETTLEMENT RD - LONE EAGLE DR 7 58U 0.32 MOL 3800 - 3899 CANDLELITE CT CANDLELITE LN - N CUL-DE-SAC 3 89E 0.24 FMOL 3800 - 3899 CANDLELITE LN BLACK CANYON RD - ARBORLAWN DR 3 89E 0.35 FMOL 9900 - 9999 CARAVELLE CT ACADEMY BLVD - W DEAD END 7 72C 0.141POL 3000 - 3099 CASITA CT N CUL-DE-SAC - S NORMANDALE ST 7 73J 0.111MOL 3100 - 3299 CHAPARRAL LN HARLANWOOD DR - BELLAIRE DR S 3 75Y 10.551 _ POL 3100 - 3299 CORTEZ DR LARE_DO DR - LAS VEGAS TRL 3 73K - 6999 CULVER AVE _ SOUTHWEST BLVD - ROCKMOOR LN 3 74W.241POL ?0.661POL6950 500 - 599 DEAUVILLE DR HOLLY GROVE DR - PVMT CHANGE 7 9 i 58W 75M 0,21 0.11 MOL POL 3300 - 3399 DUBOISE ST LISBON ST - W VICKERY BLVD -�-- _- 6200 6299 GREE4PhYA4 RD FAIRFWEB AYE 6300 N CUL-DE-SAC - FARMERS BRANCH ST 7 58Y 0.07 POL 400 - 499 HANCOCK CT 2700 - 2899 LITTLEPAGE ST CALMONT AVE - LOCKE AVE 7 74M 0.3 POL 2900 - 3099 LITTLEPAGE ST LOCKE AVE - CAMP BOWIE BLVD 7 74M 0.28 5900 - 5999 LOVELL AVE LITTLEPAGE ST - BRYANT IRVIN RD N 7 74M 0.321POL- 5600 - 5699 MALVEY AVE CAMP BOWIE BLVD - HORNE ST 7 74M 0.31 POL 5000 - 5099 MAYFAIR ST OSBUN ST - MARYS CREEK DR 3 87C 0.18 POL 8600 - 9099 S NORMANDALE ST LAS VEGAS TRL - W NORMANDALE ST 7 73J 1.8 POL 2900 - 2999 OVERTON PARK DR E N DEAD END - HARTWOOD DR _ 3 75Y 0.13 MOL 4400 - 4599 OVERTON TERRACE CT E CUL-DE-SAC - S HULEN ST 3 7 I 7 I 3 89B 58U 72C 1 73P 74W 0.55 0.52 0.21 0.271POL i 0.42'POL MOL POL POL 0000 - 10199 800 - 899 3200 - 3299 4700 - 4899 PACK SADDLE TRL BROADLEAF DR - N CHAPEL CREEK BLVD PANAY WAY DR WESTPOINT BLVD - ANNAPOLIS DR RENO RD DURANGO RD - DOREEN AVE ROCKMOOR LN SOUTHWEST BLVD - TREEHAVEN RD 3 1000 - 1099 _-� ROKY CT 1 MEANDERING RD - NE CUL-DE-SAC 1 7 7 3 60Q 75P I 73K 0.09 0.3 0.46 1 MOL MOL POL 3500 - 3699 3000 - 3111 SANGUINET ST _ SONORA TRL HOUGHTON AVE - FLETCHER AVE _- -_ EL RETIRO RD - LARAMIE TRL 6100 - 6199 SUNSET DR WINTHROP AVE - WESTRIDGE AVE 3 74Q 0.19 POL 700 - 899 TANNY ST DENNIS AVE - VOLDER DR - 7 74D 0.26 POL 4600 - 4799 WELLESLEY AVE HULEN ST - SANGUINET ST 7 75P 0.61 MOL 2000 - 2099 WESTERN AVE CAMP BOWIE BLVD - BRYCE AVE 7 75G 0.2 POL 6700 - 6799 WOODSTOCK RD CLAYTON RD E - FLOYD DR 3 74T 0.35 POL 11.7 mw � � • , � • • • r! , , • , '„' � i, � � I za,� � � � u 0 . ;' b s. v� rn w I _.___-- — ITEM UNIT ITEM DESCRIPTION 1 EA Project Designation Sign 2 LS i Utility Adjustment --L--------- 3 LF I Removal &Replacement of Concrete Curb and Gutter 4 LF�ew Concrete Curb and Gutter _ 5 i SF Removal and Replacement of 6-Inch Concrete Driveway 6 SF Removal and Replacement of 6-Inch Eexposed Aggregate Driveway 7 SF Install New 6-Inch Concrete Driveway 8 SF Removal and Replacement of 4-Inch Concrete Sidewalk 9 SF Removal and Replacement of 4-Inch Exposed Aggregate SidewalkW� 10 SF New 4-Inch Concrete Sidewalk -+-- 11 SF Removal and Replacement of Concrete Walk-ADA Wheelchair Ramp 12 SF New Walk-ADA Wheelchair Ramp i 3 SY Removal and Replacementof Concrete Valley Gutter _-1- _— -_ -- -- -- - 14 SY I New Concrete Valley Gutter 15 EA Removal and Replacement of 5 Ft Storm Drain Inlet -Top 16 EA Removal and Replacement of 10 Ft Storm Drain Inlet -Top 17 LF 6-Inch Sub Drain Pipe 18 SY �8--Inch Pavement Pulverization 19 TON I26 Ib/sy Cement Modification 20 CY Unclassified Street Excavation 21 CY Crushed Limestone 22 CY Asphalt Pavement Base RepairAsphalt Pavement Base Repair --- - -- — — -- 23 TON HMAC Level Up 24 LF i Wedge Miling 2 Inch to 0 Inch Depth, 5.0 Ft Wide - ---- 25 EA Butt Joint -Milled 26 SY 2 Inch HMAC Surface Milling 27 LF Crack Sealing of Existing HMAC Pavement 28 SY 2-Inch Surface Course Type DMix -_ 29 EA Removal and Replacement of 30-Ft Speed Cushion 30 EA � Removal and Replacement of 40-Ft Speed Cushion 31 EA Water Valve Box Adjustment With Steel Riser 32 EA I Water Valve Box Adjustment with Concrete Collar 33_! EA (Water Meter Box Adjustment 34 EA Manhole Adjustment With Steel Riser 35 � EA- iManhole Adjustment With Concrete Collar Monthly Pickup of Bulky Items Garbage, Recycling,Yard Trimmings &Brush Weekly Pickup Days CITY PROJECT NO 0132 TPW PROJECT NO.C293-541200-207620132783 STREET BY STREET QUANTITY DETERMINATION SPREAD SHEET --- --- � � � ,� W � r�i a,a+d �O�C z �zz�+ � A `i'� A r" ,� A'7�" w A Ax I0.i W A F a a0A F>U W rz-1A`" .d.7 � �Z CGW x W ai W W U �C7Fa„a U W d W i+z W aQ Qa ! Oa wE.a AEU G4 W Gz�� Fed, A daE� OE�w W „F„rn E�z3 �ax� U,d � OA xsx ,7��" WOE.., �7' ?� UrnF WA iWUz a WZ% 'tea W add a�"W F A 3W AA d W0 ac4 d d X � xz ,adw ¢rnd awA wU w�A UAz za NO cC3o aUw 3'', 3 UQx d w A W E w W W w a a x� > W a d� d d `" w A w x� >�� z 0 z �O � � ,aada Oz�a �W Fw AZAaa AUcocgqa QA,� .F.a ,,,.� d N w IUad ww0 rxOdO I�x00 I�dv� dac4� �dUUO �vOo xa�0 �O��O i�000 �EdapdO � ]' O � O �V�O wAa ;oaaaw z3a�__'UUzw IUWdrs. Ud3a Uzz� Uxoaa. UaFa Urnc4w Ax_a� C7U a w a xzr�aa. ____ TOTAL QTY QTY QTY QTY QTY QTY __ _ QTY QTY QTY QTY QTY Q Y___ Q Y QTY_ 0 0 � 0 __ 0 0 0 0 0 0 0 0 I 0 � - � 0 0 0 0 0 0 0 0 0 0 0 � 0 0 0 0 25 0 40 25 30 0 0 I 200 i_ 75 0 2 0 4 5 25 1,045 — --- ---- --- --- -- _- - 0 0 0 I 0 0 0 0 0 0 0 _ 0 0 0 ' r- -- --- -- — 0 � 0 0 0 0 0 0 0 0 0 0 1 5 3 5 0 490 0 0 0 0 0 0 0 0 0 � 0 0 � 0 0 0 0 0 0 0 0 0 0 0 0 0 � 0 0 0— �----�-- 0 _ 0 0 0 0 0 0 - 0 �-- — - - —�— 0 � - �--- — - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 0 0 0 0 0 0 0 0 1 5 � 0 125 __ - - --- -- - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C � 0 0 I 90 0 0 45 I 135 I - —-1-----�--- -- --�- �-- -- - — -- ----- ----- --- ----- 0 0 0 0 0 0 0 45 0 0 0 0 � 90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ---- 0 -- o -- 0 0 --o - 0-- -- -----o---- —o - 0 -- ---- 0 --- - 0 --- 0 0 0 0 0 0 0 0 0 0 0 0 0 1,180 1,250 0 0 0 1,310 0 3,625 4,950 1,290 0 1, 60 2, 40 860 18,465 15 16 0 0 0 17 0 47 64 17 0 11 240 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � 0 20 90 100 0 0 0 0 0 0 I 0 210 0 0 6 5 6 0 4 0 0 0 2 _ 0 23 0 0 1,380 0 0 0 625 0 0 0 400 I 0 2,405 0 0 2 1 0 0 1 0 0 0 2 0 6 0 0 0 1,850 2,325 0 0 0 0 0 400 0 4,575 0 0 800 0 � 0 0 300 0 0 0 600 0 � 1,700 1,180 1,250 2,050 1,850 2,325 1,310 1,425 3,625 4,950 I 1,290 780 1, 60 2, !40 860 ( 26,895 0 0 0 0 0 0 0 0 0 0 0 0 0 -- - --- -- - '- -- —- ----- I 0 0 0 0 0 0 0 0 0 0 I 0 0 I_ 0 0 0 0 —� o 0 0 0 0 o L o o � 0 2 0 0 0 I 0 0 0 0 - 0 0 0 0 0 1 0 � 1 2 1 �-- 1 --- --- -1 -- 3 10 1 � ---�-- - 2 ---- 23 o---- o-- o� o o I o o � o o rt o I o -- o --- o----- Week of the � Week of the Week of the Week of the Week of the Week of the Week of the Week of the Week of the Week of the Week of the � Wee of the rWee of the Week of the 4th 3rd Monday of � 4th Monday of 4th Monday of . 4th Monday of 4th Monday of 4th Monday off 4th Monday of 3rd Monday of 4th Monday of 4th Monday of 4th Monday of 4th h11 nday of � 4th Mo�day of Monday of the the month the month the month the month the month the month � the month the month the month the month � the month the onth the onth month Wednesday Tuesday Tuesday Wednesday Wednesday Tuesday Wednesday Wednesday Wednesday Wednesday � Tuesday Wed esday Wednesday � Tuesday Page 1 of 3 _ _ _ _ ________HMAC SURFACE OVERLAY AT VARIOUS LOCATIONS (2009-� __ _ CITY PROJECT NO. 01327 - -- ---_ - TPW Pit®JECT N®. C293-54120®-207620132753 STREET BY STREET QUANTITY DETERMINATION SPREAD SHEET - --- � a T- - — I -- — T �-�- -- � w H � w q m � U U � � E.. W q ! H ..7 z � �3 jAH �x a °� � A w � a � � � � a �q x q >qq � ; �i W �z ww Pa �' w �� idNa W �x !d � ��, 'awa W as °�q ,zamc4 � U �� E"'> v,d Aqga � ,,;� w>q ww"' > H .Add Iwo �'Na w aWw E~ a�xx ���a 'z z"' oQ a w wO ,F F � � � ,dF.,.>a d3 aFw a q zq z awa ¢� o o za I wOW a H w0 �, � to oq ¢ �a,a oo ;9��z Oxx 3¢ HqA ��F,. �'a „awz dZ� �w� E~� E,w ���°� � zw �E.,w �x 5 a� d � a� N 3a wad >a a� wD�" '>aaaa > ja as xdd dE~d Odw >+z0 C7 Orw� o >H�.a a ou,aa ww a w�a �oxa 'z�za zaaaa !Uw a ixd�a Ewa z a �� �, ��aoo o�ao dd�.o d��o zdoo >qao '>�o IIOw� da�o dwzzo W[�oo oo�o owwo �o>o oado r�v� isr !aUCCw ;a..�wa �Uv�a �O w v�,.aza o.W za a3da GL'gq W av�E-�w a�Z� v�wa a TOTAL ,OZA� L-- v�xd� ITEM — (UNIT - -- -- - - _---- ---- --- -- _ _- ITEM DESCRIPTION ---- - QTY -- QTY QTY QTY QTY QTY QTY QTY -- QTY -- QTY — QTY ------- 'QTY ---- QTY - QTY - -- - 1 EA Project Designation Sign __ 0 0_ 0 0_ 0 0 -- 0 -- 0 0 0 ! 0 0 0 � 0 0 2 LS � Utility Adjustment i 0 ! 0 0 0 0 — 0 0 0 0 0 0 — 0 0 0 ----- 0 3 LF � Removal &Replacement of Concrete Curb and Gutter 275 225 375 300 575 0 100 75 25 175 375 60 25 25 2,610 4 LF Install New Concrete Curb and Gutter 125 0 0 0 0 0 , 0 0 0 0 0 � 0 0 I 0 125 5 SF Removal and Replacement of 6-Inch Concrete Driveway 110 220 0 880 0 0 162 110 0 165 0 0 0 1,812 6 SF 'Removal and Replacement of 6-Inch Eexposed Aggregate Driveway 0 0 0 0 0 0 - 0 0 �165 0 -- 0 --- 0 0 0 0 ! 0 7 SF - -- - New Concrete Curb and Gutter 0 0 0 0 - - 0 0 -_ 0 0 0 0 0 0 0 0 — --- � 0 --- - --- - � --- 8 5F Removal and Replacement of 6_Inch Concrete Driveway 0 0 0 0 0 � 0 U I 0 {- 0 0 0 0 0 0 0 9 SF Removal and Replacement of 6-Inch Eexposed Aggregate Driveway 0 0 0 0 0 �_0 0 0 0 0 0 0 0 0 0 10 SF Install New 6-Inch Concrete Driveway 0 0 0 0 _ 0 0 0 0 0 0 0 0 0 0 0 11 SF Removal and Replacement of 4-Inch Concrete Sidewalk - � 0 --- 0 0 0 0 � 0 � 0 0 --- 0 0 0 0 -- � 0 0 � 0 12 SF �emoval and Replacement of 4-Inch Exposed Aggregate SidewalkWal 0 0 0 - 0 0 0 0 0 0 0 - 0 100 0 ---- 0 � 100 � 13 SY ,New 4-Inch Concrete Sidewalk 0 0 0 0 0 � 0 0 45 I 0 0 0 I 0 i 0 0 ! � 45 14 SY Removal Replacement Concrete Walk-ADA Wheelchair Ramp 180 � 0 0 0 0 0 0 - - - � � � and of 0 0 0 0 45 0 0 225 15 EA New Walk-ADA Wheelchair Ramp -- -- 0 — 0 0 --- 0 — 0 - C 0 0 0 I 0 0 0 0 0 0 0 16 EA 'Removal and Replacementof Concrete Valley Gutter 0 0 0 0 0 0 -- 0 --T- 0 0 - 0 -- 0 0 0 -- -- 0 - 0 17 LF New Concrete Valley Gutter 0 0 0 0 0 0 0 0 0 0 0 0 0 - 0 --- - 0 18 SY Removal and Replacement of 5 Ft Storm Drain Inlet -Top 4,065 2,140 1,810 1,667 13,750 0 0 3890 1,350 1 875 2,860 0 0 3,275 L 36,682 19 TON Removal and Replacement of 10 Ft Storm Drain Inlet -Top 53 28 24 22 179 0 0 51 18 24 37 0 0 43 I ! ------ -- - - 477 20 CY 6-Inch Sub Drain Pipe � 0 0 - 0 0 - 0 0 0 --- - -- p 0 0 0 0 0 ! 0 0 21 CY Crushed Limestone --- --- 0 0 0 0 0 ! __ 0 0 0 0 0 0 0 0 � 0-� 0 22 CY Asphalt Pavement Base RepairAsphalt Pavement Base Repair 0 0 0 0 0 0 � 12 0 0 0 0 3 40 0 55 23 TON HMAC Level Up 0 0 0 0 0 3 13 0 0 0 0 3 6 0 24 24 LF Wedge Miling 2 Inch to 0 Inch Depth, 5.0 Ft Wide 0 0 0 0 0 590 2,645 0 0 0 0 650 1,310 0 i 5,195 25 LEA Butt Joint -Milled 0 0 0 0 0 2 1 0 0 0 0 1 2 0 6 0 0 � 26 SY 2 Inch HMAC Surface Milling 0 0 0 0 0 0 475 0 0 0 0 0 475 27 LF Crack Sealing of Existing HMAC Pavement 0 0 0 0 0 700 2,000 0 � 0 0 0 500 1,500 0 � 4,700 - - - - ------ — -- - 1 875 28 r— SY �2-Inch Surface Course Type D Mix 4,065 2,140 1,810 1,667 13,750 920 4,744 3890 1,350 2,860 1,120 2,125 3,275 ----- 45,591 � 1 29 EA � Removal and Replacement of 30-Ft Speed Cushion 0 0 0 0 0 —-- 0 0 0 0 0 0 0 1 0 30 EA Removal and Replacement of 40-Ft Speed Cushion 0 0 0 0 0 0 0 0 0 0 0 0 0 � 0 � 0 ---- - �_ -- - - ----- 31 EA Water Valve Box Adjustment With Steel Riser 0 1 1 2 7 2 2 2 1 1 4 0 1 2 � 26 32 EA Water Valve Box Adjustment with Concrete Collar 0 0 0 �_ 0 0 0 0 0 0 0 � 0 0 0 � 0 0 33 EA Water Meter Box Adjustment 0 0 0 0 0 � 0 0 0 -- 0 0 ---- 0 - 0 � 0 0 0 34 EA !Manhole Adjustment With Steel Riser 0 0 2 0 7 1 5 -- - 3 1 1 1 ---- 1 0 2 24 35 EA Manhole Adjustment With Concrete Collar 0 0 0 0 0 0 0 0 � 0 0 0 0 0 0 0 STRIPE STRIPE STRIPE -- -- Week of the Week of the Week of the�Week of the Week of the Week of the 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 Monthly Pickup of Bulky Items 4th Monday of 4th Monday of 4th Monday of ! 4th Monday of� 4th Monday of 3rd Monday 3rd Monday I 4th Monday of 4th Monday of 4th Monday of 4th Monday of 4th Monday of ' 4th Monday of Monday of the the month the month the month the month the month of the month of the month the month the month the month the month the month the month month Wednesda Garbage, Recycling,Yard Trimmings &Brush Weekly Pickup Days y Wednesda Wednesda W n W y y ed esday ednesday Wednesday Wednesday Tuesday Tuesday Wednesday Wednesday Tuesday Wednesday Wednesday � ---- ---------- -- -- —-------------- ---- ---- ONALL STREETS IN THIS CONTRACT, THE CONTRACTOR MAY WORK DURING THE DAY, BETWEEN -- ---- ----- ----- ----- --— -- ---- --- J- -- _- -- - _ . - ------ `--- ---- ----- __----- —------�----- -- - — --- —1- -- - - -- 7:00 A.M. UNTIL 7:00 P.M. Page 2 of 3 AC SU ACE VE AY AT VARIOUS LOCATIONS - ------------ CI'TY PROJECT N. 01327-----_---- C --- -- - -------------- -- TPA' PROJEC'� N®® C293-5412®®-207620i327S3 --- -_--- ----- - - --- - --- ---- ---- STREET BY STREET QUANTITY DETERMINATION SPREAD SHEET I � w -�- - �-----�---�-�--1--- ---�-� - i ----- A A � � � I � � w z � 3 A � A i i � � w� i a A A I w > >� wPo xw a � a> � i � w � � Q W U C4 I Er � J� � Z r.d � Aa �d vWi� i�0 �pA w�'� a� w� W x I�+ ice. w z W� �A E• A I:°: Z `.!. o i Iz�wa zza waa ���wa OdOa ��>a � � TOTAL v�v�a" _ _ �3¢° Na° �3x� 3�d°a 3�w°a aa3°a � TOTAL ITEM ,UNIT , ITEM DESCRIPTION - " -- --- (ALL PAGES) ___ _- _- � QTY -- -QTY QTY QTY QTY QTY - -- _ _---._ ---- -- 1 � EA Project Designation Sign 0 0 0 � 0 0 0 ' 0 0 ---- _� 2 LS Utility Adjustment 0 � 0 0 0 0 0 i 0 0 ---- - ----- — -- - - - ---- - 3 LF � Removal &Replacement of Concrete Curb and Gutter 65 350 0 275 225 0 915 4,570 4 LF Install New Concrete Curb and Gutter 0 0 0 0 0 500 i 500 I 625 --- -- 5 SF Removal and Replacement of 6-Inch Concrete Driveway 0 165 0 325 0 0 490 2,792 - -- �---- -- ------ ----- - I - 6 SF Removal and Replacement of 6-Inch Eexposed Aggregate Driveway 0 0 0 0 0 0 � 0 0 7 SF I New Concrete Curb and Gutter 0 350 0 0 0 275 625 625 - - - 8 SF � Removal and Replacement of 6-Inch Concrete Driveway 0 0 0 0 0 0 0 0 9 SF Removal and Replacement of 6-Inch Eexposed Aggregate Driveway 0 0 0 0 0 0 0 0 10 SF i Install New 6-Inch Concrete Driveway 0 0 0 0 0 0 0 0 11 SF Removal and Replacement of 4-Inch Concrete Sidewalk 0 0 _ 0 0 0 0 i � 0 125 ----------------------- -- ----- --- -- 12 SF Removal and Replacement of 4-Inch Exposed Aggregate SidewalkWal 0 0 0 0 0 0 0 100 13 SY New 4-Inch Concrete Sidewalk 0 0 0 0 0 0 � � i 0 180 14 SY Removal and Replacement of Concrete Walk-ADA Wheelchair Ramp 0 0 0 0 0 I 0 I 0 315 15 EA 'New Walk-ADA Wheelchair Ramp 0 � 0 0 0 0 0 0 16 EA Removal and Replacementof Concrete Valley Gutter 0 0 0 0 0 0 0 0 --- --- 17 LF i New Concrete Valley Gutter 0 � 0 0 0 0 0 0 0 -- 18 SY Removal and Replacement of 5 Ft Storm Drain Inlet -Top 1,400 1,640 0 1,100 2,575 780 � ' 7,495 62,642 � - -- --- 19 TON Removal and Replacement of 10 Ft Storm Drain Inlet -Top 18 21 0 __ 14 33 10 � g7 814 20 CY '6-Inch Sub Drain Pipe - - � 0 0 0 0 0 0 _ -_ _ _ � 0 0 - 21 CY Crushed Limestone 0 0 0 0 0 0 0 0 - - 22 CY ,Asphalt Pavement Base RepairAsphalt Pavement Base Repair 0 0 0 0 0 0 0 265 ---- -j--- - --- --- - - --,- _..__--- 23 � TON HMAC Level Up 0 0� 13 0 0 0 13 61 24 LF Wedge Miling 2 Inch to 0 Inch Depth, 5.0 Ft Wide 0 0 2,250 �0 0 0 � � 2,250 9,850 ----- - - --- - 25 EA 'ButtJoint-Milled 0 0 2 0 0 � 0 2 i 14 26 SY 2 Inch HMAC Surface Milling _ 0 0 0 0 0 0 0 5,050 27 LF Crack Sealing of Existing HMAC Pavement 0 0 5,500 0 0 i 0 � 5,500 11,900 __._ i 28 SY 2-Inch Surface Course Type D Mix 1,400 1,640 4,875 1,100 2,575 780 __ 12,370 I 84,856 29 � EA Removal and Replacement of 30-Ft Speed Cushion 0 I 0 0 0 0 0 0 1 �--- 30 EA � Removal and Replacement of 40-Ft Speed Cushion 0 0 0 � 0 0 0 0 0 --- - _ 31 EA Water Valve Box Adjustment With Steel Riser 0 0 1 1 2 0 4 47 ----- ------ -- - — --__- _ l___ -- -- � --- 32 EA Water Valve Box Adjustment with Concrete Collar � 0 � 0 0 0 0 0 0 2 ---- - _-.__ -- --_ ___ ___-__ _.. _-�__ -_ _-_. L 33 EA i Water Meter Box Adjustment 0 0 0 0 0 I 0 0 1 - -- - ---- --- -- ---- -- - _ ---- - --- - - --- ----- _-- --- __1----- 34 EA Manhole Adjustment With Steel Riser 0 0 2 2 0 0 4 51 -- - -- 35 EA�Manhole Adjustment With Concrete Collar 0 0 0 � 0 0 1 � 1 _ 1 __ ---- --- - - --- -___ ----- � - - I Week of the Week of the Week of the Week of the Week of the Week of the Monthly Pickup of Bulky Items 4th Monday of 4th Monday of, 4th Monday of 4th Monday of, 4th Monday of4th Monday of the month i the month the month the month � the month the month ---- — - Garbage, Recycling,Yard Tnmmings &Brush Weekly Pickup Days Wednesday Tuesday Wednesday Tuesday Wednesday Wednesday --- --_-- _ - ---_ - _--- - _-- _ - __- ----� _ -- � -- --- --- _ �- _-- - -�-1-----�----_- - ---- - - --_ _ - - _--- - --------__ ---_ -- _-_- _ -- _- - --- ____ ON ALL STREETS IN THIS CONTRACT, THE CONTRACTOR MAY WORK DURING THE DAY, BETWEEN 7:00 A.M. UNTIL 7:00 P.M. ' Page 3 of 3