The URL can be used to link to this page

Home My WebLink AboutContract 38374:..:rr y SEC RETA r. · ')· l t CONTRACT NO . ....._~0.....-;;;X ~ ,,. \ -;!?,... -t SPECIFICATIONS AND CONTRACT DOCUMENTS FOR SIGNAL INSTALLATIONS AT THE INTERSECTIONS OF: BELKNAP STREET AND GROVE STREET; GROVE STREET AND WEATHERFORD STREET PROJECT No. TPW-TS-2008-00026 IN THE CITY OF FORT WORTH, TEXAS MIKE MONCRIEF MAYOR SEPTEMBER, 2008 GREG SIMMONS, P. E. DALE A. FISSELER, P.E. CITY MANAGER ACTING DIRECTOR OF TRANSPORTATION AND PUBLIC WORKS DEPARTMENT SCOTT R. ARNOLD, P.E. KIMLEY-HORN AND ASSOCIATES, INC. PROJECT MANAGER TRANSPORTATION AND PUBLIC WORKS DEPARTMENT 03 -26-09 All:14 I N 0 L ECO D CITY SECRE'li RY FT. WORTH, TX M&CReview Page 1 of 2 Official site of the City of Fort Worth, Texas CITY COUNCIL AGENDA FORT\VORTH ~ DATE: CODE: 2/10/2009 C COUNCIL ACTION: Approved on 2/10/2009 REFERENCE NO.: TYPE: C-23340 NON- CONSENT LOG NAME: PUBLIC HEARING: 20GROVESIGNALS NO SUBJECT: Authorize Contract with Durable Specialties, Inc., in the Amount of $124,300 .00 for the Installation of Two New Traffic Signals at the Intersections of Belknap Street and Grove Street and Weatherford Street and Grove Street RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with Durable Specialties, Inc., in the amount of $124 ,300.00 for the installation of two new traffic signals at the intersections of Belknap Street and Grove Street and Weatherford Street and Grove Street. DISCUSSION: The 2007 Critical Capital Program included funds for traffic signals. A traffic signal study concluded that these intersections meet the warrant requirements for a traffic signal based on the Texas Manual on Uniform Traffic Control Devices. The Transportation and Public Works Department proposes to install pre-timed traffic signals . Per City Secretary Contract No . 35160, Community Facilities Agreement with the Tarrant County College Downtown Campus Addition, Tarrant County College District's participation for this signal project is in the amount of $110,000.00 . The expected installation cost for this project is $241,898.00 , which is described below. ITEM DESCRIPTION Contract Cost Contingency Supplies: Signals Services Design TPW Staff Labor: Project Management, Inspection TOTAL COST $124,300.00 $6 ,215.00 $47,450.00 $10,566.00 $39,000.00 $14,367.00 $ 241,898 .00 The expected annual maintenance cost for each signal is $1,704.00 or $3 ,408.00 for both pre-timed signals. The project was advertised for bid on September 18, 2008, and September 25 , 2008, and the following bids were received : BIDDER Durable Specialties , Inc. Battson Contracting Co., Inc. Jackson Construction, Ltd. AMOUNT $124,300.00 $140,414.96 $173,196.00 http://apps.cfwnet.org/council_packet/mc _re view .asp?ID= 109 l 4&councildate=2/10 /2009 2/23 /2009 M&CRev iew Page 2 of2 Staff considers Durable Specialties, lnc.'s bid to be fair and reasonable and recommends approval. Durable Specialties, Inc., is in compliance with the City 's M/WBE Ordinance by committing to 17 percent M/WBE participation .The City's goal on this project is 11 percent. This project is located in COUNCIL DISTRICT 9. FISCAL INFORMATION/CERTIFICATION: The Financial Management Services Director certifies that funds are available in the current capital budgets, as appropriated , of the 2007 Critical Capital Fund and the New Development Fund. TO Fund/Account/Centers Submitted for City Manager's Office by: Originating DeRartment Head: Additional Information Contact: ATTACHMENTS 20GROVES1GNALS.pdf FROM Fund/Account/Centers C295 541200 208710047180 $14 ,300 .00 C202 541200 208710047180 $110 ,000 .00 Fernando Costa (6122) William A. Verkest (7801) Marisa Conlin (8779) http ://apps.cfwnet.org/council _packet/me_ review.a sp?ID= 10914&councildate=2/10 /2 009 2/23/2009 TO: FROM: TELEFAX COVER SHEET City of Fort Worth Transportation/Public Works Department Independent Utility Construction Inc. Durable Specialties Paradigm Traffic Systems Jackson Construction JP Sales Battson Contracting Co. Inc. DFW Minority Council Homero Beltran Phone: (817) 392-8061 Fax: (817) 392-2533 FAX: 817-330-0078 FAX: 972-780-7411 FAX: 972-444-9822 FAX: 817-478-0443 FAX: 817-447-3785 FAX: 972-227-6191 FAX: 214-637-2241 SUBJECT: ADDENDUM NO. 1 NEW SIGNAL INSTALLATIONS: Belknap Street & Grove Street; Grove Street & Weatherford Street Project No. TPW-TS-2008-00026 Bid Opening Date: October 9, 2008 Addendum Issued: October 7, 2008 Total Pages: 1 The following changes to the Contract Documents should be noted by all prospective bidders: 1. Plan Set -ESTIMATE SUMMARY GROVE STREET SIGNALS (Sheet 4) Item No. 38 Item Description Should Read: Signal-1 ?0E Controller/Cabinet Pole-Mnt -Install item provided by the City Item No . 39 Item Description Should Read: Signal-170E Controller/Conflict Monitor and Modem -Install item provided by the City CC: Marisa Conlin, P.E., Traffic Signal Operations Manager Pamela Kenney , Administrative Assistant Gloria Cook, Administrative Assistant Part A PartB PartC PartD PartE PartF PartG TABLE OF CONTENTS Notice to Bidders Special Instructions to Bidders Proposal Vendor Compliance to State Law Conflict of Interest Disclosure Requirement Minority and Women Business Enterprise Specifications General Conditions (See City of Fort Worth Standard Specifications For Street And Storm Drain Construction, Part I. General Provisions) Special Provisions Traffic Signal Specifications Certificate of Insurance and Bonds Certificate of Insurance Contractor Compliance With Worker's Compensation Law Experience Record Equipment Schedule Maintenance Bond Performance Bond Payment Bond Contract PART A NOTICE TO BIDDERS AND SPECIAL INSTRUCTIONS TO BIDDERS NOTICE TO BIDDERS Sealed proposals for the following: FOR: SIGNAL INSTALLATIONS AT THE INTERSECTIONS OF: BELKNAP ST. AND GROVE ST.; GROVE ST. AND WEATHERFORD ST. PROJECT NO. TPW-TS-2008-00026 The project consists of the complete installation of traffic signals with poles, mast arms , pole foundations , conduit, and detection system at the locations listed above. Addressed to Mr. Dale A. Fisseler, P.E., City Manager of the City of Fort Worth, Texas , will be received at the Purchasing Office until 1:30 PM, Thursday, October 9, 2008 and then publicly opened and read aloud at 2:00 PM in the Council Chambers. Plans, Specifications and Contract Documents for this project may be obtained beginning Wednesday, September 24, 2008 from the Transportation and Public Works Department's James Ave Service Center located at 5001 James Ave, Suite 301 , Fort Worth, Texas. Each set of documents will be provided to prospective bidders for a cost of $30.00; such deposit will be nonrefundable . These documents contain additional information for prospective bidders . A non-mandatory Pre-Bid Conference will be held at 10:00 AM on Tuesday, September 30, 2008 5001 James Ave , Suite 301. All bidders are encouraged to attend . Bid security is required in accordance with the Special Instruction to Bidders. The City reserves the right to reject any and/or all bids and waive any and/or all irregularities. No bid may be withdrawn until the expiration of forty -nine (49) days from the date the M/WBE UTILIZATION FORM, PRIME CONTRACTOR W AIYER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate is received by the City. The award of contract, if made, will be within forty-nine (49) days after this documentation is received, but in no case will the award be made until the responsibility of the bidder to whom it is proposed to award the contract has been verified . Bidders are responsible for obtaining all Addenda to the contract documents and acknowledging receipt of the Addenda by initialing the appropriate spaces on the PROPOSAL form . Bids that do not acknowledge receipt of all Addenda may be rejected as being nonresponsive. Information regarding the status of Addenda may be obtained by contacting the Transportation and Public Works Department at (817) 3 92-773 8. In accord with City of Fort Worth Ordinance No.15530 , the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The bidder shall submit the S/S UTILIZATION FORM, PRIME CONTRACTOR W AIYER FORM, the GOOD FAITH EFFORT FORM ("Documentation") and/or the JOINT VENTURE FORM as appropriate. The documentation must be received no later than 5:00 PM, five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall render the bid nonresponsive . For additional information, contact Romero Beltran, at (817) 392-8061. Advertising Dates: September 18, 2008 and September 25, 2008 SPECIAL INSTRUCTIONS TO BIDDERS 1. BID SECURITY : Cashier's check or an acceptable bidder's bond payable to the City of Fort Worth, in an amount of not less than 5 percent of the largest possible total of the bid submitted must accompany the bid , and is subject to forfeit in the event the successful bidder fails to execute the contract documents within ten days after the contract has been awarded. To be an acceptable surety on the bid bond, the surety must be authori z ed 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 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 . 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 cont acting the Department of Transportation Public Works Traffic Services Division at (817) 392-7738. Bids that do not acknowledge all applicable addenda will be rejected as non-responsive. SPECIAL IN STRUCTIONS TO BIDDERS -I - 4. AW ARD OF CONTRACT: The contract, if awarded, will be awarded to the lowest responsible bidder. The City reserves the right to reject any or all bids and waive any or all irregularities . No bid may be withdrawn until the expiration of forty-nine ( 49) City business days from the date that the M/WBE UTILIZATION FORM, PRIME CONTRACTOR W AIYER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") is received by the City. 5. PAYMENT, PERFORMANCE AND MAINTENANCE BONDS: The successful bidder entering into a contract for the work will be required to give the City surety in a sum equal to the amount of the contract awarded. The successful bidder shall be required to furnish bonding as applicable in a sum equal to the amount of the contract awarded. The form of the bond shall be as herein provided and the surety shall be acceptable to the City. All bonds furnished hereunder shall meet the requirements of Chapter 2253 of the Texas Government Code, as amended. A. If the total contract price is $25,000 or less, payment to the contractor shall be made in one lump sum. Payment shall not be made for a period of 45 calendar days from the date the work has been completed and accepted by the City. B. If the contract amount is in excess of $25,000, a Payment Bond shall be executed, in the amount of the contract, solely for the protection of all claimants supplying labor and material in the prosecution of the work. C. If the contract amount is in excess of $100,000, a Performance Bond shall be executed, in the amount of the contract conditioned on the faithful performance of the work in accordance with the plans, specifications, and contract documents. Said bond shall solely be for the protection of the City of Fort Worth. D. A Two-year Maintenance Bond is required for all projects to insure the prompt, full and faithful performance of the general guarantee as set forth in Paragraph 7 of the Special Provisions . To be an acceptable surety on the performance, payment and maintenance bonds, the surety must be authorized to do business in the state of Texas and meet all requirements of Texas Insurance Code, section 7 .19-1. In addition, the surety must (1) hold a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law; or (2) have obtained reinsurance for any liability in excess of $100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law. Satisfactory proof of any such reinsurance shall be provided to the City upon request. The City, in its sole discretion, will determine the adequacy of the proof required herein. No sureties will be accepted by the City that are at the time in default or delinquent on any bonds or which are interested in any litigation against the City. Should any surety on the contract be determined unsatisfactory at any time by the City, notice will be given to the contractor to that effect and the contractor shall immediately provide a new surety satisfactory to the City SP ECIAL IN STRUCTIO NS T O BIDDERS - 2 - 6. 7. 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. 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 RA TES: All bidders will be required to comply with prov1S1on 5159a of "Vemons Annotated Civil Statutes" of the State of Texas with respect to the payment of prevailing wage rates as established by the City of Fort Worth, Texas, and set forth in Contract Documents for this project. 9. FINANCIAL STATEMENT: A current certified financial statement may be required by the Department of Transportation/Public Works Director for use by the CITY OF FORT WORTH in determining the successful bidder. This statement, if required, is to be prepared by an independent Public Accountant holding a valid permit issued by an appropriate State Licensing Agency. 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. B . Certificates of insurance shall be delivered to the City of Fort Worth, contract administrator in the respective department as specified in the bid documents, 1000 Throckmorton Street, Fort Worth, TX 76102, prior to commencement of work on the contracted project. C. Any failure on part of the City to request required insurance documentation shall not constitute a waiver of the insurance requirements specified herein. D . Each insurance policy shall be endorsed to provide the City a minimum thirty days notice of cancellation, non-renewal , and/or material change in policy terms SPECIAL INSTRUCTIONS TO BIDDERS -3 - or coverage. A ten days notice shall be acceptable in the event of non-payment of premmm. E . Insurers must be authorized to do business in the State of Texas and have a current A.M. Best rating of A: VII or equivalent measure of financial strength and solvency. F. Deductible limits, or self-funded retention limits, on each policy must not exceed $10,000.00 per occurrence unless otherwise approved by the City. G. Other than worker's compensation insurance, in lieu of traditional insurance, City may consider alternative coverage or risk treatment measures through insurance pools or risk retention groups. The City must approve in writing any alternative coverage. H. Workers' compensation insurance policy(s) covering employees employed on the project shall be endorsed with a waiver of subrogation providing rights of recovery in favor of the City. I. 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 . SPECIAL INSTRUCTIONS TO BIDDERS -4 - "Texas resident bidder" means a bidder whose principal place of business is in this state, and includes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. This provision does not apply if the project is funded in whole or in part with federal funds 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 di squalify that bidder. 12 . MINORITY/WOMEN BUSINESS ENTERPRISE: In accordance with City of Fort Worth Ordinance No. 15530, 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. The M/WBE Utilization Form, Prime Contractor Waiver Form and the Good Faith Effort Form, as applicable, must be submitted no later than 5:00 p. m. five (5) City business days after the bid opening date, exclusive of the bid opening date. The bidder shall submit the documentation at the reception area of the Department of Transportation/Public Works ("Managing Department"), 2nd floor , City Hall, and shall obtain a receipt. Failure to comply shall render your bid non-responsive. Upon contract execution between the City of Fort Worth and the successful bidder, now known as Contractor, a pre-construction meeting will be scheduled at which time the Contractor is required to submit either Letters of Intent or ex ecuted agreements with the M/WBE firm(s) to be utilized on this project. Such Letters of Intent or executed agreements shall include the following information: 1. Name of Contract 2. Name of M/WBE firm utilized 3 . Scope of Work to be performed by the M/WBE firm 4. Monetary amount of work to be performed by the M /WBE firm 5. Signatures of all parties A notice to proceed will not be issued until the signed letter(s) or executed agreement(s) have been received. Throughout the duration of this project, the Contractor comply with the M/WBE Ordinance by complying with the following procedures: • A M/WBE Participation Report Form must be submitted monthly until the contract is completed. The first report will be due 30 days after commencement of work. The monthly r eport MUST have an original signature to ensure accountability for audit purposes . • Reports are to be submitted monthly to the M /WBE O ffice , regardless of whether or not the M/WB E firm has been u til iz ed. If there w as no acti v ity b y an M/WBE in a particul ar month, place a "O" or "no participation" in the spaces prov ided, and provide a brief explanation. SP ECIAL INSTRUCTIONS TO BIDDER S -5 - • The Contractor shall provide the M/WBE Office proof of payment to the M/WBE subcontractors and suppliers only. The M/WBE Office will accept the following as proof of payment: 1. Copies of submitted invoices with front and back copies of canceled check(s), OR 2. A notarized letter explaining, in detail: a Subcontractor/supplier Scope of Work b. Date when services were received from subcontractor/supplier c. Amounts paid to the subcontractor/supplier d. Original signatures from both parties must be included on this letter. • 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 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) 392-6104. Upon request , Contractor agrees to provide to Owner Complete and accurate information regarding actual work performed by a Minority/Women Business Enterprise (M /WBE) on the contract and payment therefore . Contractor further agrees to permit an audit and/or examination of any books , records or files in its possession that will substantiate the actual work performed by an M/WBE. The misrepresentation of facts ( other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and /or initiating action under appropriate federal , state or local laws or ordinances relating to false statements ; further , any such misrepresentation ( other than a negligent misrepresentation) and/or commission of fraud will result on the Contractor being determined to be irresponsible and barred from p articipating in City work for a period of time of not less than three years. SP ECIAL INS TRUCTIONS TO BIDD ERS -6 - 13. AMBIGUITY: In case of ambiguity or lack of clearness in stating process in the proposal , the City reserves the right to adopt the most advantageous construction thereof or to reject the proposal. 14 . PAYMENT, FINAL PAYMENT PROJECT ACCEPTANCE AND WARRANTY : The contractor will receive full payment (less retainage) from the city for each pay period . Payment of the retainage will be made with the final payment upon acceptance of the project as being complete. The project shall be deemed complete and accepted by the City as of the date the final punch list has been completed , as evidenced by a written statement signed by the contractor and the City. The warranty period shall begin as of the date that the final punch list has been completed. If the contract amount is less than $400,000, retainage will be 10%; in excess of $400,000, retainage will be 5%. 15 . OZONE ALERT DAYS: The Contractor shall be required to observe the following guidelines relating to working on City construction sites on days designated as "OZONE ALERT DAYS". Typically, the Ozone Alert season within the Metroplex area runs from May through September, with 6:00 a.m . -10:00 a.m. being critical ozone forming periods each day. The Texas Commission on Environmental Quality (TCEQ), in coordination with the National Weather Service, will issue the Ozone Alert by 3:00 p.m. on the afternoon prior to the alert day. On designated Ozone Alert Days, the Contractor shall bear the responsibility of being aware that such days have been designated Ozone Alert Days and as such shall not begin work until 10:00 a.m. whenever construction phasing requires substantial use of motorized equipment. However, the Contractor may begin work earlier if such work minimizes the use of motorized equipment prior to 10:00 a.m. 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 Ozone Alert Day, that day will be considered as a weather day and added onto the allowable weather days of a given month. 16. WORKERS COMPENSATION INSURANCE COVERAGE: Contractors compliance with Workers Compensation shall be as follows: A. Definitions: Certificate of coverage ("certificate") - A copy of a certificate of insurance , a certificate of authority to self-insure issued by the commission, or a coverage agreement (TWCC-81 , TWCC-82 , TWCC-83 , or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity employees providing services on a project, for the duration of the project. Duration of the project -includes the time from the beginning of the work on the project until the contractor's /person's work on the project has been completed and accepted by the governmental entity. Persons providing services on the project ("subcontractor" in. 406.096) -includes all persons or entities performing all or part of the services the contractor has undertaken SPECIAL INSTRUCTIONS TO BIDDER S -7 - to perform on the project, regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner-operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. B. The contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of the contractor providing services on the project, for the duration of the project. C. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. D. If the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project, the contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. E. The contractor shall obtain from each person providing services on a project, and provide to the City: (1) a certificate of coverage, prior to that person beginning work on the project, so the City will have on file certificates of coverage showing coverage for all persons providing services on the project; and (2) no later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. 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: SPEC IAL INSTRUC TIONS TO BIDDERS -8 - (1) provide coverage, based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; (2) provide to the contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (3) provide the contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; ( 4) obtain from each other person or entity with whom it contracts, and provide to the contractor: (a) a certificate of coverage, prior to the other person or entity beginning work on the project; and (b) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter. (6) notify the governmental entity in writing by certified mail or personal delivery, within ten days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (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. SP ECIAL INSTRUCTIONS TO BIDDERS -9 - "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. 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 against any person because of their age except on the basis of a bona fide occupational qualification, retirement plan or statutory requirement. Contractor further covenants that neither it nor its officers, members, agents or employees acting on their behalf, shall specify in solicitations or advertisements for employees to work on those ' contract a maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification, retirement plan or statutory requirement. Contractor warrants that it will fully comply with the Policy and will defend, indemnify and hold City harmless against any and all claims or allegations filed by third parties against City arising out of Contractor's alleged failure to comply with the Policy in the performance of this contract. 18 . DISCRIMINATION DUE TO DISABILITY: In accordance with the provisions of the Americans with Disabilities Act of 1990 ("ADA "), Contractor warrants that it will not unlawfully discriminate on the basis of disability in the provision of services to the general public, nor in the availability, terms or conditions of employment for applicants for employment with, or current employees of, Contractor. Contractor warrants that it will fully comply with the ADA's provisions and any other applicable federal , state , or local laws concernin g disability and will defend, indemnify and hold City harmless SP ECI AL INSTR UCTIONS TO BIDDERS -10 - against any and all claims or allegations filed by third parties against City arising out of Contractor's alleged failure to comply with the ADA in the performance of this contract. 19. COMPLIANCE WITH AND ENFORCEMENT OF PREVAILING WAGE LAWS (a) Duty to pay Prevailing Wage Rates. The contractor shall comply with all requirements of Chapter 2258, Texas Government Code (Chapter 2258), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these contract documents. (b) Penalty for Violation. A contractor or any subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents . This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. ( c) Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023 , Texas Government Code, by a contractor or subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the contractor or subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the contractor or subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. ( d) Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258 .023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq ., Revised Statutes) if the contractor or subcontractor and any affected worker do not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to paragraph ( c) above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11th 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. SP EC IAL INS TR UCTIONS T O BIDDER S -11 - (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 m 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. SP ECIAL INSTRUCTIONS TO BID DER S -12 - CITY OF FORT WORTH HIGHWAY CONSTRUCTION PREVAILING WAGE RATES FOR 2008 CLASSIFICATION AIR TOOL OPERA TOR ASPHALT RAKER ASPHALT SHOVELER BATCHING PLANT WEIGHER CARPENTER CONCRETE FINISHER (PA YING) CONCRETE FINISHER HELPER (PAVING) CONCRETE FINISHER (STRUCTURES) CONCRETE RUBBER ELECTRICIAN FLAGGER FORM BUILDER (STRUCTURES) FORM LINER (PA YING & CURB) FORM SETIER (PA YING & CURB) FORM SETIER (STRUCTURES) LABORER, COMMON LABORER, UTILITY MECHANIC OILER SERVICER PAINTER (STRUCTURES) PIPELAYER PIPELA YER HELPER BLASTER ASPHALT DISTRIBUTOR OPERA TOR ASPHALT PA YING MACHINE BROOM OR SWEEPER OPERA TOR BULLDOZER CONCRETE CURING MACHINE CONCRETE FINISHING MACHINE CONCRETE PA YING JOINT MACHINE CONCRETE PAVING JOINT SEALER CONCRETE PA YING SAW CONCRETE PAVING SPREADER SLIPFORM MACHINE OPERA TOR CRANE, CLAMSHELL, BACKHOE, DERRICK, DRAGLINE, SHOVEL FOUNDATION DRILL OPERA TOR (CRAWLER MOUNTED) FOUNDATION DRILL OPERA TOR (TRUCK MOUNTED) RATE CLASSIFICATION $10.06 FRONT END LOADER MILLING MACHINE OPERATOR $11.01 MIXER (OVER 16 CF) $8 .80 MOTOR GRADER OPERA TOR (FINE GRADE) $14.15 MOTOR GRADE OPERA TOR (ROUGH) $12 .80 PAVEMENT MARKING MACHINE $12.85 ROLLER, STEEL WHEEL $9 .70 (PLANT-MIX PAVEMENTS) $13.27 ROLLER, STEEL WHEEL (OTHER (FLATWHEELOR TAMPING) $10.61 ROLLER, PNEUMATIC SELF- PROPELLED SCRAPER $18 .12 SCRAPER $8.43 TRACTOR-CRAWLER TYPE $11.63 TRACTOR-PNEUMATIC $10.23 TRAVELING MIXER $11.83 WAGON-DRILL, BORING MACHINE $9.73 REINFORCING STEEL SETTER (PAVING) $9.18 REINFORCING STEEL SETTER (STRUCTURAL) $10.65 STEEL WORKER-STRUCTURAL $16.97 SPREADER BOX OPERA TOR $14.98 WORK ZONE BARRICADE $12.32 TRUCK DRIVER-SINGLE AXLE (LIGHT) $13 .17 TRUCK DRIVER-SINGLE AXLE (HEAVY) $11.04 TRUCK DRIVER-TANDEM AXLE $6 .75 (SEMI-TRAILER) $11.50 TRUCK DRIVER-LOWBOY/FLOAT $13 .99 TRUCK DRIVER-TRANSIT MIX $12.78 TRUCK DRIVER-WINCH $9.88 VIBRATOR OPERA TOR (HAND TYPE) $13 .22 WELDER $12 .00 $13.63 $12 .50 $9.00 $13 .56 $14.50 $12.33 $14.12 $13.67 $16.30 END OF SECTION SPECIAL INSTRUCTIONS TO BIDDERS -13 - RATE $12 .62 $11.83 $11.58 $15 .20 $14 .50 $10.04 $1 1.28 $10.92 $11.07 $11.42 $12 .60 $12 .91 $12.03 $14 .00 $14 .86 $16.29 $17.43 $10 .92 $10 .09 $10 .91 $11.47 $11.75 $14 .93 $12 .08 $9.80 $7.32 $13 .57 PARTB PROPOSAL VENDOR COMPLIANCE TO STATE LAW CONFLICT OF INTEREST DISCLOSURE REQUIREMENT M/WBEFORMS PROPOSAL TO: Dale A. Fisseler, P.E. City Manager Fort Worth, Texas FOR: SIGNAL INSTALLATIONS AT THE INTERSECTIONS OF: BELKNAP ST. AND GROVE ST.; GROVE ST. AND WEATHERFORD ST. PROJECT NO. TPW-TS-2008-00026 Pursuant to the foregoing "Notice to Bidders", the undersigned has thoroughly examined the plans, specifications and the site, understands the amount of work to be done, and hereby proposes to do all the work and furnish all labor, equipment, and materials necessary to complete all the work as provided in the plans and specifications, and subject to the inspection and approval of the Director of the Department of Transportation and Public Works of the City of Fort Worth. Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract sums, to-wit: and furnish Performance and Payment Bond approved by the City of Port Worth for performing and completing said work within the time stated and for the following signal installations. Proposal B - 1 SIGNAL INSTALLATIONS: BELKNAP ST. AND GROVE ST.; GROVE ST. AND WEATHERFORD ST. PAY APPROX. DESCRIPTION OF ITEMS UNIT COST TOTAL COST ITEM QUANTITY 1 1 LS Signal -Mobilization -Service CS $ 39:X:),{)() $ 3S-W;oo 2 14 EA Furnish and Install Signal Head 3 Section Type A, Type B $ 9{)(), 00 $ /:lt,«). 00 3 16 EA Furnish and Install International Pedestrian Signal Type P $ s-ro .oo $ gwo.oo 4 5 EA Furnish and Install Ground Box with Lid and Apron -Large $ 700,00 $ :SS"cX>,00 5 6 EA Furnish and Install Ground Box with Lid and Apron -Small $ 0cw.oo $ t/li/0, 00 6 150 LF Furnish and Install Conduit -Schedule 40, PVC 3" Open Cut $ i6,00 $ !5"<X>. 00 7 355 LF Furnish and Install Conduit -Schedule 40, /0 ,DO PVC 2" Open Cut $ $ 3$'§'0.DO 8 560 LF Furnish and Install Conduit -Schedule 40, PVC 3" Bore $ Zl ,(X) $ IZ32D,OO 9 660 LF Furnish and Install Conduit -Schedule 40, PVC 2" Bore $ Jti,.co $ JC1 'iitl),OO 10 40 LF Furnish and Install Conduit -Schedule RM, 2" $ 10,00 $ ft,t{O, 00 11 795 LF Furnish and Install Cable -20 Conductor #14 Stranded Cable $ 3 .00 $ 2 3'6'5,00 12 605 LF Furnish and Install Cable -25 Conductor #19 Communications Cable $ 3 ,C() $ 1815 ,C() 13 420 LF Furnish and Install Cable -Num 8 XHHW Black $ /.00 $ 42.0 .()() 14 420 LF Furnish and Install Cable -Num 8 XHHW /.00 White $ $ L/W.ro 15 1,765 LF Furnish and Install Cable -Num 8 Bare $ /.00 $ J 71o5,00 16 1,080 LF Furnish and Install Cable -Num 6 XHHW Black $ [,00 $ /(/J(),C() 17 685 LF Furnish and Install Cable -Num 6 XHHW /,OD II!JS",00 White $ $ 18 2 EA Furnish and Install Concrete Foundation Type 1 $ 92 / ,C() $ /8tfZ,a) 19 4 EA Furnish and Install Concrete Foundation Type 3 $ ;. r;co . C() $ /01(X){), 00 20 2 EA Furnish and Install Concrete Foundation Type4 $ J()(j),00 $ /cff1) ,00 21 2 EA Furnish and Install Base for 10 ' or 14 ' 9q),OO Pedestal Pole Assembly $ $ nC(),ro 22 1 EA Furnish and Install Cabinet Concrete Foundation $ J.t;OD ,CO $ JSd),W 23 2 EA Furnish and Install Pedestal Service $ 413 ,00 $ 9~/o .00 24 2 EA Furnish and Install Mast Arm Stabilizer $ 100.00 $ 1r,(),O() 25 2 EA Traffic Signal Miscellaneous (Testing, etc.) $ ;;l.t;'C0 .{)0 $ 5'CCO.tX> 26 968 SF Furnish and Install ADA Wheelchair Ramp $ IZ .f'X) $ J I' (p/{p • t90 27 234 .5 SF Furnish and Install Walk $ 8,0D $ I '&lb ,()() Proposal B -2 28 11 LF Furnish and Install Curb & Gutter $ ?f;.d) $ &s.oo 29 2 EA Install IO ' Pedestal Pole (City Furnished) $ Sfi:),(Y) $ /{Xx),CO 30 2 EA Install 24 ' Mast Arm (City Furnished) x)(),00 ;!Yi).m 31 2 EA Install 28 ' Mast Arm (City Furnished) 9X).OO /OCi).00 32 1 EA Install 44 ' Mast Arm ( City Furnished) '5'{:D,00 5ZX>,D0 33 1 EA Install 48' Mast Arm ( City Furnished) 5"[X),CX) e;"M ri7'i 34 2 EA Install Type 41 Signal Pole (City Furnished) '-Ht),CO 3&).00 35 2 EA Install Type 42 Signal Pole (City Furnished) cm.co ff)({). DO 36 2 EA Install Type 43 Signal Pole (City Furnished) 5('1'),00 jt)f)().()() 37 1 EA Install 170E Controller/Cabinet Ground- Mount (City Furnished) l~()().O() /5'ti). C() 38 1 EA Install 170E Controller/Cabinet Pole-Mount /'XJO,DO /~(X).CO (Citv Furnished) 39 2 EA Install 170E Controller/Cabinet, Conflict Monitor and Modem (City Furnished) 2<;L(){) 5D.o0 40 2 LS Install Opticom Cable and Detectors ~a),O() /CU),oO 41 16 EA Remove Existing Sign Panels /IJ,CO //e/),00 42 75 SF Remove Existing Sidewalk 5',<X> /?7.<;".00 43 240 SF Remove Existing Curb Ramps §".CO /za:>,CK) 4:4 8 LF Remove Existing Curb and Gutter /t),O{) S?t), oO 45 1 EA Remove Existing Sign Posts l~.{)0 /D,00 T OTAL BID $ l2'/i3Cl),00 Proposal B -3 Proposal CONTRACTOR WILL BE SELECTED ON BASIS OF TOTAL BID This contract is issued by an organization which qualifies for exemption pursuant to the provision of Article 20.04 (F) of the Texas Limited Sales, Excise and Use Tax Act, The Contractor shall comply with City Ordinance 7278 , as amended by City Ordinance 7400 (Fort Worth City Code Sections 13-A-21 through l 3-A-29), prohibiting discrimination in employment practices . The undersigned agrees to complete all work covered by these contract documents within Forty five ( 45) Working Days from and after the date for commencing work as set forth in the written Work Order to be issued by the Owner and to pay not less than the "Prevailing Wage Rates for Street, Drainage and Utility Construction" as established by the City of Fort Worth, Texas. Within ten (10) 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 and other bonds required by the Contract Documents for the faithful performance of this Contract. The attached bid security in the amount of 5% in the sum of ~%? ~ a,b f~ 1c.e Dollars ($ ~% ) is to be forfeited in the event the contract and b od are not executed within the time set forth, as liquidated damages for delay and additional work caused thereby. The Bidder agrees to begin construction within 10 working days after issue of the work order, and to complete the contract within Forty five (45) Working Days after beginning construction as set forth in the written work order to be furnished by the Owner. * (Vwe ), 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) <ft~ Addendum No . 3 (Initials) ____ _ Addendum No . 2 (Initials) ______ Addendum No. 4 (Initials) ____ _ (SEAL) By:~'..d.4!.4f.~L....l-,::.,_:_~....JL:.~-I---- Title: W 1beJ()'/ Contractor)w21 "5ce. s!EC14C.,Ti£.S . / lJC. 7 Address: /b )6r,K 3rf't7fr )£4J cmi1,/4, ix-7s,3Y Telephone: qzz -l./16-?~ Lt Date /0 " <;/-O t k '? L,_~}-<--A-t/D.u.J_ ~ r:')-~ / -'-.::V - L-f 5 e.i ~ J<JJ IL v"J 5. ~o"v /f<_c,cuvvn11<..1t-I JJ I/ 't>Vl TL c.J TO A~\re. (CJ! -- B-4 VENDOR C OM PLIANCE T O STATE LAW The 1985 Session of the Texas Legislature passed House Bill 620 relative to the award of contracts to nonresident bidders . This law provides that, in order to be awarded a contract as low bidder, nonresident bidders ( out-of-State contractors whose corporate offices or principal place of business are outside of the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required too underbid a nonresident bidder in order to obtain a comparable contract in the State in which the nonresident 's principal place of business is located. The appropriate blanks in Section A must be filled out by all out-of-State or nonresident bidders in order for your bid to meet specifications . The failure of out-of-State or nonresident contractors to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B . A. Nonresident vendors in (give State), our principal place of business, are required to be percent lower than resident bidders by State law. A copy of the Statute is attached. Nonresident 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: T2urahk 5µxia!fies,,)nc. By: Jet~"Q,t C. &ryaf\ (Please print) J)vfJCaAv,//e , 1 i / I City State 1S"l38 Zip Title: f re.s:de}\,t ------=-----'--------- (Please print) TIDS FORM MUST BE RETURNED WITH YOUR QUO TATION INTER-OFFICE CORRESPONDENCE ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• Date: To: From : Subject: October 21 , 2008 Gail Scott, Contract Compliance Specialist M/WBE Office Gloria Cook, Administrative Assistant TPW /Business Support SIGNAL INSTALLATIONS AT THE INTERSECTIONS OF BELKNAP ST AND GROVE; GROVE ST AND WEATHERFORD ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• Bids for the above project were received on October 9, 2008. Attached, for your review, is a copy ofM/WBE documentation submitted by the low bidder. Also included is a copy of the bid tabulation. Should you have any questions or need more information, please call me at X2852 . ~~ Gloria Cook M/WBE PARTICIPATION SIGNAL INSTALLATIONS AT THE INTERSECTIONS OF BELKNAP ST AND GROVE ; GROVE ST WEATHERFORD BIDS RECEIVED : OCTOBER 9 , 2008 NAME $ % CONTRAC T OR BID D/M/WBE DWMBE DWMBE LOW APPARENT BIDDER Durable Specialties, Inc $ 124,300.00 JP Sales $ · 14,015.00 11% APPROVED -PROJECT MANAGER: DATE: APPROVED -DBE ADMINISTRATOR: DATE: TOTAL % DBE 11% Project: TPW Project Number: DOE Project Number: Bid Date: Advertised : WORKING CAYS UNIT QTY LS 14 EA 16 EA 5 EA 6 EA 150 LF 355 LF 560 LF 660 LF 40 LF 795 LF 605 LF 420 LF 420 LF 1,765 LF 1,080 LF 685 LF 2 EA 4 EA 2 EA 2 EA 1 EA 2 EA 2 EA 2 EA 968 SF 234 .5 SF 11 LF 2 EA 2 EA 2 EA 1 EA 1 EA 2 EA 2 EA 2 EA EA 1 EA 2 EA 2 LS 16 EA 75 SF 240 SF 8 LF 1 EA ADDENDUM'S : SIGNAL INSTALLATIONS AT THE INTERSECTIONS OF BELKNAP ST AND GROVE ; GROVE ST & WEATHERFORD TPW-TS-2008--000 26 OCTOBER 9, 2008 SEPTEMBER 18 & SEPTEMBER 25, 2008 45 TRANSPORTATION AND PUBLIC WORKS BID TABULATION Tabulat ed By: Gloria Cook Project Manager : Homere Be ltran Eng i nee rs Estimate: Addendum's: PO Box 381788 Dun ca nville, TX 75138 972-296-6324 DESCRIPTION UNIT PRICE BID Signal-Mobilization-Service CS $ 3,500 .00 $ 3,500 .00 Furnish and lnstaU Signal Head 3 Section Type A, Type B $ 900 .00 $ 12,600 .00 Furnish and Install International Pede strian Signal Type P $ 500 .00 $ 8,000 .00 Furnish and lnstaU Ground Box with Lid and Apror>-Large $ 700 .00 $ 3,500 .00 Furnish and Install Ground box with Lid and Apror>-Small s 690 .00 $ 4,140.00 Furnish and Install Conduit-Schedule 40 PVC 3" Open Cut $ 10.00 $ 1,500 .00 Furnish and Install Conduit-Schedule 40 PVC 2" Open Cut s 10.00 s 3,550 .00 Furnish and Install Condui t-Schedule 40 , PVC 3" Bore $ 22 .00 $ 12 ,320 .00 Furnish and Install Conduit-Schedule 40 , PVC 2" Bore $ 16 .00 $ 10 ,560 .00 Furnish and Install Conduit-Schedule RM , 2" $ 16 .00 $ 640 .00 Furnish and Install Cable-20 Conductor #14 Stranded Cable $ 3.00 $ 2,385 .00 Furnish and Install Cable -25 Conductor #19 Communications Cable $ 3.00 $ 1,815 .00 Furnish and Install Cable-Num 8 XHHW Black $ 1.00 $ 420 .00 Furnish and Insta ll Cable -Num 8 XHHW White $ 1.00 $ 420 .00 Furnish and Install Cable-Num 8 Bare $ 1.00 $ 1,765 .00 Furnish and Install Cable-Num 6 XHHW Black $ 1.00 $ 1,080 .00 Furnis h and Install Cable-Num 6 XHHW Whi te $ 1.00 $ 685 .00 Furnish and Install Concrete Foundation Type 1 $ 921.00 $ 1,842 .00 Furnish and Install Concrete Foundation Type 3 $ 2,500 .00 $ 10 ,000 .00 Furnish and Install Concrete Foundation Type 4 $ 3,000 .00 $ 6,000 .00 Furnis h and Install Base for 10' or 14' Pedestal Pole Assembly $ 950 .00 $ 1,900 .00 Furnish and lnstan Cabinet Concrete Foundation s 2,500 .00 $ 2,500 .00 Furnish and lnstal Pedestal Service $ 493 .00 $ 986 .00 Furnish and Install Mast Arm Stabilize r $ 100.00 s 200 .00 Traffic Signal Miscellaneous (Testing , etc .) $ 2,500 .00 $ 5,000 .00 Furnish and lnstal ADA Wheelchair Ramp $ 12.00 s 11 ,616 .00 Furnish and lnstan Walk $ 8.00 $ 1,876 .00 Furnish and Install Curb & Gutter $ 75 .00 $ 825 .00 Install 10' Pedestal Pole (City Furnished ) $ 500 .00 $ 1,000 .00 lnstan 24" Mast Arm (City Furnished ) $ 500 .00 $ 1,000 .00 Install 28' Mast Arm (City Furnished) $ 500 .00 $ 1,000 .00 lnstan 44" Mast Arm (City Furnished ) s 500 .00 $ 500 .00 lnstan 48" Mast Arm (City Furnished ) $ 500 .00 $ 500 .00 lnstaH Type 41 Signal Pole (City Furnished) $ 400 .00 $ 800 .00 Install Type 42 Si gnal Pole (City Furni shed) $ 500 .00 $ 1,000 .00 lnstan Type 43 Signa l Pole (City Furnished) $ 500 .00 $ 1,000 .00 Install 170E Controll er/Cabinet Ground-Mount (City Furnished) $ 1,500 .00 $ 1,500 .00 Install Signal -170 E Controller/Cabi net Pole-Mount (City Furnished) $ 1,500 .00 $ 1,500 .00 Install Signa~ 170E Controller/Cabinet, Conflict Monitor and Modem (City Furnished) $ 25 .00 $ 50.00 Insta ll Opticom Cable and Detectors ' s 500 .00 $ 1,000 .00 Remove Existing Sign Panels $ 10.00 $ 160 .00 Remove Existing Sidewalk $ 5.00 $ 375 .00 Remove Existing Curb Ramps $ 5.00 $ 1,200 .00 Remove Existing Curb and Gutter $ 10.00 $ 80 .00 Remove Existing Sign Posts $ 10.00 $ 10.00 TOTAL $ 124 ,300 .00 TRANSPOR TATION AND PUBLIC WORKS BID TABULATION Project: SIGNAL INSTALLATIONS AT THE INTERSECTIONS OF BELKNAP ST AND GROVE; GROVE ST & W EATHERFORD TPW Project Number: TPW-TS-2008--00026 DO E Project Number: Bid Date: OCTOBER 9 , 2008 Advertised: SEPTEMBER 18 & SEPTEMBER 25 , 2008 WOR KI NG DA YS 45 2 64 0 E. Main 5 11 2 Sun Vall ey Or Lancaste r, TX 751 4 8 Fort Worth , TX 78119 972-227-6888 817 -5 72-3 303 UN IT QTY DES CRIPTION UN IT PRICE BID UNIT PRI CE BID LS Signal-Mobllization,..Service CS $ 5,541 .17 $ 5,541 .17 $ 16 ,000 .00 $ 16,000 .00 14 EA Furnish and Install Signal Head 3 Section Type A, Type B $ 774.48 $ 10 ,842.72 $ 650 .00 $ 9,100 .00 16 EA Furnish and Install International Pedestrian Signal Type P $ 601.49 $ 9,623 .84 $ 400 .00 $ 6,400 .00 5 EA Furnish and Install Ground Box with Lid and Apron-Large $ 770 .50 $ 3,852 .50 $ 1,100.00 $ 5,500 .00 6 EA Furnish and Install Ground box with Lid and Apron-Small $ 702 .92 $ 4,217 .52 $ 975 .00 $ 5,850 .00 150 LF Furnish and Install Conduit-Schedule 40 PVC 3" Open Cut $ 8.26 s 1,239 .00 $ 10.00 $ 1,500 .00 355 LF Furnish and Install Conduit-Schedule 40 PVC 2" Open Cut s 7.44 $ 2,641 .20 s 10.00 $ 3,550 .00 560 LF Furnish and Install Conduit-Schedule 40 , PVC 3" Bore s 17 .04 $ 9 ,542.40 $ 52 .00 $ 29 ,120.00 660 LF Furnish and Install Conduit-Schedule 40 , PVC 2" Bore $ 14 .87 $ 9,814 .20 $ 51 .00 $ 33 ,660 .00 40 LF Furnish and Install Condui t-Schedule RM , 2" $ 15 .14 $ 605 .60 $ 10.00 $ 400 .00 795 LF Furnish and Install Cable-20 Conductor #14 stranded Cable s 3.99 $ 3,172.05 $ 5.00 $ 3,975 .00 605 LF Fumsh and Install Cable-25 Conductor #19 Communications Cable $ 1.70 $ 1,028 .50 $ 6.00 $ 3,630 .00 420 LF Fumsh and Install Cable-Num 8 XHHW Black $ 1.55 $ 651 .00 $ 1.00 $ 420 .00 420 LF Furnish and Install Cable -Num 8 XHHW White $ 1.55 $ 651 .00 $ 1.00 $ 420 .00 1,765 LF Furnish and Install Cable-Num 8 Bare $ 1.39 $ 2,453 .35 $ 1.00 $ 1,765 .00 1,080 LF Furnish and Install Cable-Num 6 XHHW Black s 1.79 $ 1,933 .20 $ 1.00 $ 1,080 .00 685 LF Furnish and Install Cable-Num 6 XHHW White s 1.79 $ 1,226 .15 $ 1.00 $ 685 .00 2 EA Fumsh and Install Concrete Foundation Type 1 $ 703 .63 $ 1,407 .26 $ 550.00 $ 1,100.00 4 EA Furnish and Install Concrete Foundation Type 3 s 2,007 .34 $ 8,029 .36 $ 1,300 .00 $ 5,200 .00 2 EA Furnish and Install Concrete Foundation Type 4 s 2,677.68 $ 5,355 .36 $ 1,900 .00 $ 3,800 .00 2 EA Furnish and Install Base for 10' or 14' Pedestal Pote Assembly $ 379 .84 $ 759 .68 $ 400 .00 $ 800 .00 1 EA Furnish and Install Cabinet Concrete Foundation $ 1,959 .92 $ 1,959 .92 $ 1,700 .00 $ 1,700.00 2 EA Furnish and Install Pedestal Service $ 4,419 .56 $ 8,839 .12 $ 4,500.00 $ 9,000 .00 2 EA Furnish and Install Mast Arm Stabilizer $ 275 .75 $ 551 .50 s 650 .00 $ 1,300 .00 2 EA Traffic Signal Miscellaneous (Testing , etc .) $ 1,825 .24 $ 3,650.48 $ 1,100.00 $ 2,200 .00 968 SF Furnish and Install ADA Wheelchair Ramp $ 25 .34 $ 24 ,529 .12 $ 10.00 $ 9,680 .00 234 .5 SF Furnish and Install Walk $ 6.76 $ 1,585 .22 $ 8.00 $ 1,876 .00 11 LF Furnish and Install Curb & Gutter $ 24 .33 $ 267 .63 $ 50 .00 $ 550 .00 2 EA Install 10' Pedestal Pole (City Fumshed) $ 182 .52 $ 365 .04 $ 200.00 $ 400 .00 2 EA Install 24" Mast Arm (City Furnished) s 304 .21 $ 608.42 $ 200 .00 $ 400 .00 2 EA Install 28' Mast Arm (City Furnished) $ 304 .21 $ 608.42 $ 200 .00 s 400 .00 1 EA Install 44" Mast Arm (City Furnished) $ 304 .21 $ 304 .21 $ 550 .00 s 550 .00 1 EA Install 48" Mast Arm (City Furnished) $ 304.21 s 304 .21 $ 550 .00 s 550 .00 2 EA lnstan Type 41 Signal Pote (City Furnished) $ 456 .31 $ 912 .62 $ 200 .00 $ 400 .00 2 EA Install Type 42 Signal Pote (City Furnished) $ 456 .31 $ 912 .62 $ 200 .00 $ 400 .00 2 EA Install Type 43 Signal Pole (City Furnished) $ 456.31 $ 912 .62 $ 200.00 $ 400 .00 EA Install HOE Controller/Cabinet Ground-Mount (City Furnished) $ 365 .05 $ 365 .05 $ 900 .00 $ 900 .00 1 EA lnstan Signal -170E Controller/Cabine t Pole-Mount (City Furnished) s 365 .05 s 365 .05 $ 900 .00 $ 900 .00 2 EA Install Signa~ 170E Controller/Cabinet , Conflict Monitor and Modem (City Furnished ) $ 243 .36 $ 486 .72 $ 800 .00 $ 1,600 .00 2 LS Install Opticom Cable and Detectors $ 1,825 .24 $ 3,650.48 $ 1,300 .00 $ 2,600 .00 16 EA Remove Exsting Sign Panels $ 91 .26 $ 1,460 .16 $ 100 .00 $ 1,600 .00 75 SF Remove Exsting Sidewalk $ 6.76 s 507 .00 $ 5.00 $ 375 .00 240 SF Remove Exsting Curb Ramps s 10.14 $ 2,433 .60 $ 5.00 $ 1.200 .00 8 LF Remove Exsting Curb and Gutter $ 21.96 $ 175.68 $ 20 .00 $ 160.00 1 EA Remove Existing Sign Posts $ 73 .01 $ 73 .0 1 $ 100.00 $ 100.00 TOTAL $ 140.414 96 $ 173,19600 ADDENDUM'S : M/WBE REQUIRED DOCUMENTATION RECEIPT Transportation & Public Works Official Date: .l~ _ _f lJL! 0 <fS Official Time: Bid Date: Project Name: Project Manager: Forms Submitted By Name: Company: Received By: j_Q_;_:t_;fil S 1 §V'e,\ h s tctl.1G ~u--\_ Bel~ J6ro«-/~ t\o t'Y\U o &J -ha "- 'FO R T W ORTH (.Hy of f on ~Vo rth Mi~0 r!~Y ~!"'!d VVo~e ~ B u s ~P ess Ente qJr!se S p e cm c~t~ons APP UC AT lO N OF PO U r. 'f !f t he tcta! dc!!ar va!u2 cf the · contract !s $25,000 er mCre: t hs M!WBE goa! !s apPHcab ~e . If the total doil ar va iu e of th e contract is iess tha n $2 5,000, t he MtVJBE goai is not ap p licab le. POLICY STATEMENT !t is th e pol icy of th e ~ity of Fo rt W orth to ensu re t he fu l! and eq uit a b le partici pat ion by Min onty a nd W omen Business Enterprises (M/WBE ) in the procurement of all goods and services to t he Ci ty on a contractual basis . All requirements and regulations stated in the City's current Minority and Women Business Enterprise Ordinance apply to this bid. M/WBE PRO.JECT GOAL S The City's M/WBE goal on this project is ----'-/ ..... / __ % of the total bid (Base bid applies t o Parks and Community Services). COMPLIANCE TO BID SPECIF!CATlONS On C ity contracts of $25 ,000 or mor~. bidders are required ·o comply w ith th e intent of the C ity 's M/VI/BE Ordinance by either of the following: ~. Meet er 2::tc22d t~s :?!:C'Je st2teC ~!!.1'/'!SE f;C2!, er 2. Good Faith Effort documentation, or; 3. Waiver documentation, or; 4. Joint Venture. 1 . Subcontractor Uiiiizaiion Form, if goa i is met or exceeded : 2. Good Faith Effort and Subcontractor U :lizati on Form , if partic ipation is less an I stated goal: 3. Good Faith Effort and Subcontractor Utilization Form, if no M/WBE participation : 4. Prime Contractor Waiver Form , if you will perform all subcontracting/supplier work: 5. Joint Venture Form , if utilize a joint venture to met or exceed qoal. received by 5:00 p.m., five (5) Ciiy business days after U1e bid opening date , exclusive of the bid opening date. re ceived by 5 :00 p .m ., fi ve (5 ) City business days after the bid , pening date , excl u s ive of the b id o pening date . I received by 5:00 p.m., five (5) City business days after the bid opening date , exclusive of the bid opening date. received by 5:00 p .m., five (5) City business days after the bid opening date , exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the b id opening date . FAILURE TO COMPLY WITH THE CITY'S M/WBE ORDINANCE, WILL RESULT I N THE BID BEING CONSIDERED . NON-RESPONSIVE TO SPECIFICATIONS Any questions, please contact the M/WBE Office at (817) 392-6104. Re v. 11 /1/05 I City of fort Worth SubcontractorsJSu gpHers Utrnzatkm Form ATIACHMENT 1A P age 1 of 4 i PR!Ml:: CCMPA~J'f NAM::C: I Dq~bl~ Spec;"Hie> Xrx,. C!ieck ap~:;cab:~ tiicc~ !v jescribe µriiiie i I I PROJ ECT NAM E : , I M/vW DBE JJ,.--=-N~N-;1~~;-i I ' r'ltil.kieJ :!i tr:>ec.-l,on~·. BID DATE I Cit'/ ~ .. 'lf"f-JBE Pr oject G oai: I Prime's Ml' 'iBE Projec, u.mzat :cn: O/o % lrliPntifv ::111 ~11hr.nntr::irtnr~/~11nnli1Pr~ uni 1 \A/ill 11~,::i. nn thi~ nrni,::i.rt ----·-··J ------··-·----·-·--.-.-··-·-J --..... ----·· -···-.-· -.1 --- f ailt.ite · fo -com'~l~te this fo rm, in its entirety with requested documer,fatidn , · ana reee iveq "bf ttie Man~grng · pepatrm:ent ~-~prbefqte 5_:00 p. m : five (5) City business days afte(bi_d · ope.ning, e~clusive of bid ' openiritJdate.;-. _will ,res-~ltin tftef bid being considered non-responsive to bid speeifiratipns ) ·~ ' '. ' . -' . ~--•' The un d'ef sig~-ed Offerer agrees to ente r into a form al agreement with the iVl!WBE firm(s J listed ih; 'this - _utiliza•ion sc..,_hedule , conditioned upon execution of a contract with the City of Fort Worth. The jnte_ntional and/or kn owing misrepresentati on of facts is grounds for consideration of. disqualification and will result ifrthe bid being considered non:-responsive to' bid specifications M/WBEs li sted toward meeting the project goal must be lo ca ted in the nine (9) county marketplace or currently doing bu s iness in th e marketpla ce at the time of bid . Marketplace is t he geographic area of Tarrant, Parker, Johnson, Collin, Dallas , Denton, Ellis, Kaufman and Rockwall counties . · identify eac h Ti er leve l. Ti er is the leve l of subcontracting bel ow the prim e contract or, i.e ., a direct payment from the prime con tractor to a subcontractor is considered 151 tier, a payment by a subcontractor to its supplier is considered 2 nd tier ALL Ml'N8Es MU ST BE CE RTIFI ED BEFORE CONTRACT AWARD. Certification means th ose fi rms , lo ca ted or doing business at the tim e of bid opening within the Marketplace , th at have been determined to be bonafide minority or wom en businesses by th e North Central Tex as Re g ional Certification Agency (NCTRCA). or the Texas Department of Tra nsportat ion (TX DOT), highway division . Disadvantaged Business En terp rise (DB E) is synonymous with Minority/Women Bus iress Enterprise (M /\J\/BE ). If hauling services are utilized , the prime will be given credit as long as the M/WBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The M/WBE may lease trucks from another M/WBE firm, incl uding M/WBE owner-operators , and receive full M/WBE cred it The M/WBE may lease trucks from non-M/WBEs , including owner-operators , but will only receive credit for the I fee s and commissions ea rned by the M/WBE as ou tlin ed in the lease agreement. I Rev. 5/30/03 ATTACHM ENT 1A Paqe 2 of 4 Prinie:; a1e re lluire u lo iueniify AL L subcontraciorsisuppiiers, rega rdiess ci status; i.e ., iviino r ity, Women and non-iviiWBEs . SU8C0NTRACTOR1SUPPLiER Company Name A-'-'----1"\UUl't:'~:> TelephoneiFa:;i: a.. ,e~ Po Box "1>4"1 8(.\t-elot10, '" I I ?60'11 -aol./lf I I l I I I I Piease lisi iviiWBE firms first , us e add iiionai sheets ii necessary. I I -!f" ,. -. i ' Certiflca ,ion i 1 1 j ! /check one\ I O j j ! i I I N I T ~I " i Detail j Detail j I ~ I .. I ... I c I .X M ! SubcontractinQ Werk I Supplies Pu;chased l i ;Ii ; I ~ i ~I g I: I -ii . . il. E IE I ,I _ _ I l I I I ·~ I I ! !:: ! ! ! Dollar Amount I I I I Al I I I t \ j I I I I I"' i;, s 1.'.I""' i $ J'f t> 15 !!!?.. ivf'i ij1thl"> ~ R-Jv,./t. · f I I Sij~I }\~~; I I I I I I l~wi.J t>c){~) I I I I I I I I I I I I I I I I ' ' I I I I I I I I I I I I I I I I I I I ! I I I I I I ' I i i I I I I I Rev. 5/30/03 I I I I I I I I I I I i I JP SALES Date: Odober 08, 2008 QUOla Number: 1008-01 Revised TO; Durable Specialties. Inc. Po Box 381788 Duncanville TX 75138 PH 9n-296-6324 fX 972-780-7411 Terma Net30 lTEMNO. QTY 2 14 3 16 4 5 5 8 21 2 Quotation CERIIFIED BY NCTRCA a TIJCP ..cTRCA DIIIIWBE CERTlFICATION HWFD8,....7Y0708 City of Fort Worth Project No _ TPW-TS-2008-00026 Signal Installations at the lntersectiOn of: Baknap st and Grow st Grove St. and Weatherford Sl ShioDda 30-80 n-MO ShlDVla BastWav DESCRJPTION UNIT UNITPRICE 3 Section Sianal Head 12" RYG -SSM_OO lrype A T-B with LED lnwts nlBmational Ped ~innal T-p 88 $295.00 with LEO insert "'-.~ Boxwilh Lid ·La--$149.00 TweA 13 x 24 x 12 ;....... H'inh v,.a-/Traffic Siana! Box wilh Ud. Small ea $205.00 !rvue B 17 • 3Ch: 12 umum' Hiah V,._ I Traffic Sinn.al ~ -I Pole .. Basewilh ea $125.00 ~Bolls -Total FOB DestinaUon lOTAL $7 070_()() ~.720.00 S745.00 S17~-00 r.,50,00 $14015.00 GREAT AMERICAN INSURANCE COMPANY OHIO BID BOND Approved by The American Institute of Architects, A.I.A. Document No . A3 l O February, 1970 Edit ion Bond No. 16961 KNOW ALL MEN BY THESE PRESENTS : that we ___ D_u_r_a_b_l_e_S_p~e_c_i_a_l _t_i_e_s~, _l_n_c_. -----~----------- as Principal, hereinafter called Principal, and GREAT AMERICAN INSURANCE COMPANY, a corporati o n duly o rganized under the laws of the S ta te of Ohio , with Adm ini strative Offices at 580 Walnut Street, Cinc innati, Ohio 4 5202, as Surety. hereinafter call ed the S urety, are held fi rml y bound unto Cit Y Of Fort Worth as Obli ge e, hereinafter cal led Ob li gee, in th e sum of 5 % o £ the greatest amount bid Dollars (S -------- Fo r the pay ment of which sum well and truly to be made, and t he said P rincipal and the sa id S urety, bind o urselves, our heirs, executors, administrators, successors and assigns, join tly and severally, firm ly by these presents . WHEREAS,thePrincipalhassubmittedabidfor Signal Installations at the Intersections of Belknap St. and Grove St.; Grove St. and Weatherford St. Project .No. TPW -TS -2008 -00026 NOW, THEREFORE, if the Obl igee shall accept the bid of the Principal a nd the Pr incipal sha ll e nt er into a Co ntra ct with the Obl igee in accordance wi th the terms of such bid, and give s uch bo nd or bonds as may be spec ified in the bidding o r Contract Documents with good a nd sufficient surety fo r the faithful pe rformance of such Contract and fo r the prompt payment of labor an d material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond o r bonds, if the Principal shall pay to the O bligee the difference no t to exceed the penalty hereo f between the amount specified in .said b id and such large r amount for whi ch the Ob ligee may in good faith contract with another Party to perfom1 the Wor k covered by sa id b id, then this obiigation shail be nuli anJ vo id, otherwise to remain in fu ll force and effect. Signed and sealed this 9th dayof October 2008 In the presence of: Durq,b 1 e Specia lti es , Inc . (Princip~ (Sea l) / ./:/ l..c ;.:.,__,,.,r"J ~ J (T itie j ? ,~ea!) r_.....__,,_.- Patricia A . (A~CITiCy-111 -f'ac~/ Bid Bonrl F9630a GREAT AM ER ICAN IN SURA NC E COMPANY® Administrative Office: 580WALNUT STREET 9 CINCINNATI, OHIO 45 202 • 5 13-369-5000 • FA X 5 13-723-2740 The number of persons amhorizecl by thi s power o f attorney is no t more than THREE No . 0 16961 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS : Th at the GREAT AMERICAN lNSURANCE COM PANY, a co rporation orga ni zed and exi sti ng under aJ1l1 by virtue o l the laws o r the St.ate of Oh io , does here by nominate, constitute and appoint the person or persons named below its true and lawfu l attomey-in- fact , fo r it a nd in its nam e. place and s tead to execut e in behalf of th e said Comp any. as s ur ety, an y and all bo nd s . undertaking s and co ntr acts of s uretys hip. o r other wri tten obligati o ns in the nature thereof; provided that the liabilit y of the sai d Company o n any s uch bo nd . undertaking or co nt ract of suretys hip execu ted under this auth o1it y shall not exceed the li mit stat ed below. JACK M . CROWLE Y WAYNE A . COBLE PATRICIA A . SMITH Na me Addre ss ALL OF ARLINGTON , TEXAS Thi s Powt:r of Atto rn ey rev o ke s all p rev ious powe rs :ssu ccl in be half of the att orney (s)-in-fo c t name d a bo w. Limit of Power ALL $75 ,000 ,000 I N WITNESS WHEREOF th e GREAT AMERICAN INSURANCE COMPANY ha s ca used these pre sents to he signed and :11te s1e ct hy i1 s appmpri atc officers and its co rpo rate se al here unto affixed thi s 2ND da y of OCTOBER 2007 Attes t GREAT AMERICAN lNSU RANCE COMPANY STATE OF OHIO, COUNTY OF HAMILTON _ ss: DAVID c. KITCH IN (513-41 2-4602) On th is 2ND clay of OCTOBER 2007 , bel'o re me person all y a ppe ared DAVID C KIT CH I N, to me known , bei ng dul y swo rn, deposes a nd says that he res id es in Ci ncinn ati, Ohio, that he is the Divis ionai Senior Vi<.:e Frt:s iden l o r Lhe Bo nd D ivision uf G reat A merican Insu rance Company, the Company de sc rib ed in and which executed th e ab ove inslrnm em ; that he know s the seal of the said Co mpan y; that the sea l aftixecl to the said ins trument is su ch co rpo rate se al ; th at it was so a ffi xe d by a uth ority of hi s office under the. By-Laws o f sa id Company, a nd th at he signed his name the reto by lik e authority. Thi s Power of Att o rn ey is gra nted by a uth o1ity of the fo ll ow ing reso lutions adop ted by the Boa rd of D irecto rs of Grea t Ameri can Ins urance Company by una nimo us writte n conse nt da ted Marc h I , 1993. RESOLVED: Thar tir e Divis ional Presidenr. th e Divis ional Senior Vic e Pres idem. tire several Divisional Vic e Pres idenrs and Divisunal Assistant Vice Preside Ill s, or any one of them. be and hereby is aurh orice d , fro m time ro rime. ro appoin r o ne o r m o re Attomevs-in-Fact to execu te on helwlf of tlw Cmnpnnv, as sure/}\ any and a ll bonds, u.11derwkings and contracts of su.retyslt ip, o r other written ob!iga1 io11s in the nature 1l1ereof-to prescribe tl,eir re.,p ective duties and the respeciive li;;1its uf th,:ir ,.,,uthudty: u iid iu ,e110/...e llllY .,uch llfl/JUi11 t 111e11 1 at any rin1t!. RESOLVE[) FURTHER: That !h!: C(1!!?J1 (!!1 )' 5e fl! and th e sig.1!C!!!1:·e [,'f an y :,,f rh r: c:fi"J :-r.::;aid ojJic ::.··:; ;::;d c.:ry Stcr::l:,:ry c ;· /t :;:;/:;tLin: S e,.-;·c~:t.i ;-:,· ,·;f i'li c· Co11.1J1any 1_11ay be affixed by ji:,cs imile to any power of a rtomey o r ce rtifica te of eith er given .fiH the execurion of any bond, undertaking, contract ur .mrery ship, or mher wrinen obiigu tion in the nature there 1~f; such signa ture and seal when so used being hereby adopted by th e Co 111panv as the original .,·ignarure of.rn ch ,~tficer and rhe o rig in al seal qf rlre Co111pa11 y. to he valid and binding 1.rp011 the Co r11pa11y wirh th e smne fr1rc e and e ffect as !!tou g h mumwll\' a ffi xed. CERTIFJ CATTON r RON.A I )J (' H t.l. v r.". ,.\ ,,l,1:m1 ~,~c ,··~r~r)' nf G r~_:-:~t A!111~r ic n li 1'.':u r~u1 c~ 1:~~:!1;):~!'!)', :.!8 t~!·d ~j ' ~~:-~::·:., ~~:.:~ ~!1 c ~·c :·c;;c i::b f)cv::::-c : .'\.:t c 1:1c y :iiiC: ::~c. Re solutions o f the Board of Di ree l or, ,l i' tvhm:ii i 9 9 , have no! hl·,·n rev oked and are now in foii fo rce and effec t. Signed and sc aled thi s 9 t h October 2008 S1 029W (6/07) PARTC GENERAL CONDITIONS See city of Port Worth Standard Specifications For Street and Storm Drain Construction. PARTD SPECIAL PROVISIONS SPECIAL PROVISIONS FOR STREET AND STORM DRAIN IMPROVEMENTS Table of Contents 1. SCOPE OF WORK .................................................................................................... SP-4 2. AWARD OF CONTRACT .......................................................................................... SP-4 3. PRE CONSTRUCTION CONFERENCE ..................................................................... SP-4 4. EXAMINATION OF SITE .......................................................................................... SP-5 5. BID SUBMITTAL ....................................................................................................... SP-5 6. WATER FOR CONSTRUCTION ............................................................................... SP-5 7. SANITARY FACILITIES FOR WORKMERS .............................................................. SP-5 8. PAYMENT ................................................................................................................. SP-5 9. SUBSIDIARY WORK ................................................................................................. SP-5 10. LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ........................................................................................................ SP-6 11. WAGE RATES .......................................................................................................... SP-6 12. EXISTING UTILITIES ................................................................................................. SP-7 13. PARKWAY CONSTRUCTION ................................................................................... SP-7 14. MATERIAL STORAGE .............................................................................................. SP-7 15. PROTECTION OF EXISTING UTILITIES AND IMPROVEMENTS ............................................................................................. SP-7 16. INCREASE OR DECREASE IN QUANTITIES ........................................................... SP-8 17. CONTRACTORS RESPONSIBILITY FOR DAMAGE CLAIMS .................................. SP-8 18. EQUAL EMPLOYMENT PROVISIONS ...................................................................... SP-8 19. MINORITY AND WOMENS BUSINESS ENTERPRISE (M/WBE) COMPLIANCE ........................................................................................... SP-9 20 . FINAL CLEAN UP ..................................................................................................... SP-10 21 . CONTRACTOR'S COMPLIANCE WITH WORKER'S COMPENSATION LAW ........................................................................................... SP-10 22. SUBSTITUTIONS ..................................................................................................... SP-13 23. MECHANICS AND MATERIALSMEN'S LIEN ........................................................... SP-14 24. WORK ORDER DELAY ........................................................................................... SP-14 25. WORKING DAYS .................................................................................................... SP-14 26. RIGHT TO ABANDON ............................................................................................. SP-14 27. CONSTRUCTION SPECIFICATIONS ..................................................................... SP-14 28 . MAINTENANCE STATEMENT ................................................................................ SP-14 29. DELAYS ....................................................................................................... SP-14 30. DETOURS AND BARRICADES ............................................................................... SP -15 31 . DISPOSAL OF SPOIUFILL MATERIAL ............................................................ : ..... SP-15 32. QUALITY CONTROL TESTING .............................................................................. SP-15 33. PROPERTY ACCESS ............................................................................ : ................ SP-16 34. SAFETY RESTRICTIONS -WORK NEAR HIGH VOLTAGE LINES ...................... SP-16 35. WATER DEPARTMENT PRE-QUALIFICATIONS ................................................... SP-17 36. RIGHT TO AUDIT .................................................................................................... SP-17 37 . CONSTRUCTION STAKES ..................................................................................... SP-17 38 . LOCATION OF NEW WALKS AND DRIVEWAYS ................................................. SP-18 39. EARLY WARNING SYSTEM FOR CONSTRUCTION .............................................. SP-18 40. AIR POLLUTION WATCH DAYS ............................................................................. SP-18 06/20/08 SP -1 SPECIAL PROVISIONS FOR STREET AND STORM DRAIN IMPROVEMENTS Table of Contents CONSTRUCTION ITEMS: 41. 42. 43. 44. 45. 46. 47. 48. 49. 50. 51. 52. 54. 55. 56. 57. 58. 59. 60. 61 . 62. 63. 64. 65 . 66. 67. 68. 69. 70. 71 . 72. PAY ITEM- PAY ITEM- PAY ITEM- PAY ITEM- PAY ITEM- PAY ITEM- PAY ITEM- PAY ITEM- PAY ITEM- PAY ITEM- UNCLASSIFIED STREET EXCAVATION ....................................... SP-19 6" REINFORCED CONCRETE PAVEMENT ................................... SP-19 SILICONE JOINT SEALING ........................................................... SP-21 7" CONCRETE CURB .................................................................... SP-25 RETAINING WALL ......................................................................... SP-25 REPLACE EXIST. CURB AND GUTIER ....................................... SP-25 HMAC TRANSITION ...................................................................... SP-25 6" PIPE SUBDRAIN ........................................................................ SP-25 TRENCH SAFETY ............................. :: ........................................... SP-26 8" THICK LIME STABILIZED SUBGRADE AND CEMENT FOR SUBGRADE STABILIZATION ....................................................... SP-26 PAY ITEM-6" HMAC PAVEMENT (THICKNESS TOLERANCES AND HMAC TESTING PROCEDURES) ............................................................. SP-26 PAY ITEM -CONCRETE FLAT WORK (CURB, CURB & GUTIER, SIDEWALKS, LEADWALKS, WHEELCHAIR RAMPS AND DRIVEWAYS) ................................................................................. SP-27 53. PAY ITEM-REMOVE EXISTING CONCRETE SIDEWALK, DRIVEWAYS, PAY ITEM- PAY ITEM- PAY ITEM- PAY ITEM- PAY ITEM- PAY ITEM- PAY ITEM- PAY ITEM- PAY ITEM- PAY ITEM- PAY ITEM- PAY ITEM- PAY ITEM- PAY ITEM- STEPS, LEADWALKS AND WHEELCHAIR RAMPS ..................... SP-2.8 REMOVE EXISTING CURB AND GUTIER ................................... SP-28 REMOVE EXISTING CURB INLET ................................................ SP-28 6" REINFORCED CONCRETE DRIVEWAY ................................... SP-28 REMOVE AND CONSTRUCT CONCRETE STEPS ....................... SP-28 4' STANDARD CONCRETE SIDEWALK, LEADWALK AND WHEELCHAIR RAMP .................................................................... SP-29 REMOVE AND REPLACE FENCE ................................................. SP-29 STANDARD 7" CURB AND 18" GUTIER. ...................................... SP-30 REMOVE AND RECONSTRUCT MAILBOXES/MISCELLANEOUSSP-30 BORROW ....................................................................................... SP-30 CEMENT STABILIZATION ............................................................. SP-30 CEMENT ........................................................................................ SP-30 NEW 7" CONCRETE VALLEY GUTTER ........................................ SP-30 STORM DRAIN INLETS ................................................................. SP-31 TRENCH EXCAVATION AND BACKFILL FOR STORM DRAIN ...................................................................... SP-31 PAY ITEM-STORM WATER POLLUTION PREVENTION (FOR DISTURBED AREAS EQUAL TO OR GREATER THAN 1 ACRE) ...................... SP-31 PRE BID ITEM -PROJECT DESIGNATION SIGN ................................................... SP-33 PRE BID ITEM -UTILITY ADJUSTMENT ................................................................ SP-34 PRE BID ITEM -TOP SOIL ...................................................................................... SP-34 PRE BID ITEM -ADJUST WATER VALVE BOX ...................................................... SP-34 06/20/08 SP-2 73. 74. 75. 76. 77. 78. 79. 80. 81 . 82. 83. 84. 85. 86. 87. 88. 89. 90. 91 . 92. SPECIAL PROVISIONS FOR STREET AND STORM DRAIN IMPROVEMENTS Table of Contents PRE BID ITEM - PRE BID ITEM - NON-PAY ITEM - NON-PAY ITEM - NON-PAY ITEM- NON-PAY ITEM - NON-PAY ITEM- NON-PAY ITEM - NON-PAY ITEM - NON-PAY ITEM - NON-PAY ITEM - NON-PAY ITEM- NON-PAY ITEM - NON-PAY ITEM- NON-PAY ITEM - NON-PAY ITEM - NON-PAY ITEM - NON-PAY ITEM - MANHOLE ADJUSTMENT ....................................................... SP-34 ADJUST WATER METER BOX ................................................ SP-36 CLEARING AND GRUBBING ................................................... SP-36 SPRINKLING FOR DUST CONTROL. ...................................... SP-36 PROTECTION OF TREES, PLANTS AND SOILS .................... SP-36 CONCRETE COLORED SURFACE ........................................ SP-36 PROJECT CLEAN-UP .............................................................. SP-37 PROJECT SCHEDULE ............................................................. SP-37 NOTIFICATION OF RESIDENTS ............................................. SP-37 PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION ............................................... SP-37 PRE-CONSTRUCTION NEIGHBORHOOD MEETING ............ SP-38 WASHED ROCK ...................................................................... SP-38 SAWCUT OF EXISTING CONCRETE ...................................... SP-38 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES ............................................................. SP-38 TIE-IN INTO STORM DRAIN STRUCTURE ............................. SP-39 SPRINKLER HEAD ADJUSTMENT .......................................... SP-39 FEE FOR STREET USE PERMITS AND RE-INSPECTIONS ... SP-39 TEMPORARY EROSION, SEDIMENT AND WATER POLLUTION CONTROL (FOR DISTURBED AREAS LESS THAN 1 ACRE) ......................................................................... SP-40 NON-PAY ITEM -'GREEN' CEMENT POLICY ...................................................... SP-41 PAY ITEM -TRAFFIC CONTROL ............................................................... SP-41 06/20/08 SP-3 SPECIAL PROVISIONS FOR STREET AND STORM DRAIN IMPROVEMENTS FOR: SIGNAL INSTALLATIONS AT CITY PROJECT NO .: TPW-TS-2008-00026 THE INTERSECTIONS OF: BELKNAP ST. AND GROVE ST. GROVE ST. AND WEATHERFORD ST. 1. SCOPE OF WORK: The work covered by these plans and specifications consist of the following: Construction of Traffic Signals and all other miscellaneous items of construction to be performed as outlined in the plans and specifications which are necessary to sat isfactorily complete the work. 2. AWARD OF CONTRACT: Submission of Bids: Unit 1 and Unit II constitute a package . If the Contractor submits a bid on both Unit 1 and Unit II and has the lowest responsive proposal price, the Contractor will be the apparent successful bidder for this project. The Contractor can bid either the HMAC alternate and/or the Concrete alternate. The additive alternate must be included in any bid . Bidders are hereby informed that the Director of the Engineering Department reserves the right to evaluate and recommend to the City Council the best bid that is considered to be in the best interest of the City . 3 . PRECONSTRUCTION CONFERENCE : The successful Contractor, Engineer, and City - City shall meet at the call of the City for a preconstruction conference before any of its work begins on this project. At this time , details of sequencing of the work, contact 06/20/08 SP-4 individuals for each party, request for survey , and pay requests will be covered. Pr ior to the meeting, the Contractor shall prepare schedules showing the sequencing and progress of their work and its effect on others. A final composite schedule will be prepared during this conference to allow an orderly sequence of project construction . As used he rein, the term "Engineer" shall mean the design engineer who prepared and sealed the plans , specifications and contract documents for this project. 4. EXAMINATION OF SITE: It shall be the responsibility of the prospective bidder to visit the project site and make such examinations and explorations as may be necessary to determine all conditions that may affect construction of this project. Particular attention should be given to methods of providing ingress and egress to adjacent private and public properties , procedures for protecting existing improvements and disposition of all materials to be removed. Proper consideration should be given to these details during preparation of the Proposal and all unusual conditions that may give rise to later contingencies should be brought to the attention of the City prior to the submission of the Proposal. During the construction of this project, it is required that all parkways be excavated and shaped including bar ditches at the same time the roadway is excavated . Excess excavation will be disposed of at locations approved by the Engineer. During 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 . 5 . BID SUBMITTAL : Bidders shall not separate, detach or remove any portion , segment or sheets from the contract documents at any time . Failure to bid or fully execute contract without retaining contract documents intact may be grounds for designating bids as "non- responsive " and rejecting bids as appropriate and as determined by the Director of the Engineering Department. 6. WATER FOR CONSTRUCTION : Water for construction will be furnished by the Contractor at his own expense. 7. SANITARY FACILITIES FOR WORKERS : The Contractor shall provide all necessary conveniences for the use of workers at the project site. Specific attent ion is directed to this equipment. 8. PAYMENT : The Contractor shall receive full payment from the City for all the work based on unit prices bid on the proposal and specified in the plans and specifications and approved by the Engineer per actual field measurement. 9. SUBSIDIARY WORK : Any and all work specifically governed by documentary requirement for the projects , such as conditions imposed by the Plans , the General Contract Documents or these special Contract Documents , in which no specific item for bid has been provided for in the Proposal , shall be considered as a subsid iary item or work , the cost of which shall be included in the price bid in the Proposal for each bid item, including but not limited to surface restoration cleanup and relocation of ma ilboxes . All objectionable matter required to be removed from within the right-of-way and not particularly described under these specifications shall be covered by Item No . 102 "Clearing and Grubbing " and shall be subsidiary to the other items of the contract. 06/20/08 SP-5 10. 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". 11 . WAGE RATES : Compliance with and Enforcement of Prevailing Wage Laws 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 . 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 . 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 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 wages due under the prevailing wage rates , such amounts being subtracted from successive progress payments pending a final determination of the violation . Arbitrat ion Required if Violation Not Resolved . An issue relat ing 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 Arb itrat ion 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 11th day after the date that arb itration 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 . 06 /20/08 SP -6 - 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 . 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 . 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. 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 . (Wage rates are attached at the end of this section .) 12 . EXISTING UTILITIES : The locations and dimensions shown on the plans relative to existing utilities are based on the best information available . It shall be the Contractor's responsibility to verify location of adjacent and/or conflicting utilities sufficiently in advance of construction in order that he may negotiate such local adjustments as are necessary in the construction process in order to provide adequate clearance . The Contractor shall take all necessary precautions in order to protect all services encountered . Any damage to utilities and any losses to the utility City due to disruption of service resulting from the Contractor's operations shall be at the Contractor's expense . 13. PARKWAY CONSTRUCTION : During the construction of th is project , it will be required that all parkways be excavated and shaped at the same time the roadway is excavated . Excess excavation will be disposed of at locations approved by the Director of the Engineering Department. 14. MATERIAL STORAGE: Material shall not be stored on private property unless the Contractor has obtained permission from the property City. 15. PROTECTION OF EXISTING UTILITIES AND IMPROVEMENTS : The Contractor shall take adequate measures to protect all existing structures, improvements and utilities , which may be encountered . The utility lines and conduits shown on the plans are for information only and are not guaranteed by the City or the Engineer to be accurate as to extent , location and depth , they are shown on the plans as the best information available at the time of design , from the Owners of the utilities involved and from evidences found on the ground . 06/20/08 SP-7 16. INCREASE OR DECREASE IN QUANTITIES : The quantities shown in the Proposal are approximate. It is the Contractor's sole responsibility to verify all the minor pay item quantities prior to submitting a bid . No additional compensation shall be paid to Contractor for errors in the quantities. Final payment will be based upon field measurements . The City reserves the right to alter the quantities of the work to be performed or to extend or shorten the improvements at any time when and as found to be necessary, and the Contractor shall perform the work as altered , increased or decreased at the unit prices as established in the contract documents . No allowance will be made for any changes in anticipated profits or shall such changes be considered as waiving or invalidating any conditions or provisions of the Contract Documents . Variations in quantities of storm drain pipes in depth categories shall be interpreted herein as applying to the overall quantities of storm drain pipe in each pipe size but not to the various depth categories . 17 . 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) subm its to City satisfactory evidence that the claim has been settled and/or a release from the claimant involved , or (b) provides Ci ty with a letter from Contractor's liabil ity 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. 18 . EQUAL EMPLOYMENT PROVISIONS : Contractor shall comply with City Ordinance Number 7278 as amended by City Ordinance Number 7400 (Fort Worth City Code Sections 13-A-21 through 12 -A-29) prohibiting d iscriminat ion in employments practices . The Contractor shall post the required notice to that effect on the project site, and at his request , will be provided by assistance by the City of Fort Worth 's Equal Employment Officer who will refer any qualified applicant he may have on file in his office to the Contractor. Appropriate notices may be acquired from the Equa l Employment Officer. 06/20/08 SP-8 19. MINORITY AND WOMEN BUSINESS ENTERPRISE (M/WBE) COMPLIANCE: In accordance with City of Fort Worth Ordinance No. 15530, the City has goals for the participation of minority business enterprises and women business enterprises in City contracts. The Ordinance is incorporated in these specifications by reference. A copy of the Ordinance may be obtained from the Office of the City Secretary. Failure to comply with the ordinance shall be a material breach of contract. M/WBE UTILIZATION FORM, M/WBE GOALS WAIVER FORM AND GOOD FAITH EFFORT FORM, as applicable, must be submitted within fine (5) city business days after bid opening . Failure to comply shall render the bid non-responsive. Upon request, Contractor agrees to provide the City complete and accurate information regarding actual work performed by a Minority or Women Business Enterprise (M/WBE) on the contract and payment thereof. Contractor further agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of acts (other than a negligent misrepresentation) and /or the commission 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 statement. Further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time not less than three years. The City will consider the Contractor's performance regarding its M/WBE program in the evaluation of bids . Failure to comply with the City's M/WBE Ordinance, or to demonstrate "good faith effort", shall result in a bid being rendered non -responsive to specifications . Contractor shall provide copies of subcontracts or co-signed letters of intent with approved M/WBE subcontractors prior to issuance of the Notice to Proceed. Contractor shall also provide monthly reports on utilization of the subcontractors to the City's M/WBE office . The Contractor may count first and second tier subcontractors and/or suppliers toward meeting the goals. The Contractor may count toward its goal a portion of the total dollar amount of the contract with a joint venture equal to the percentage of the M/WBE participation in the joint venture for a clearly defined portion of the work to be performed . All M/WBE Contractors used in meeting the goals must be certified prior to the award of the Contract. The M/WBE Contractor(s) must be certified by either the North Central Texas Regional Certification Agency (NCTRCA) or Texas Department of Transportation (TxDOT), Highway Division and must be located in the nine (9) county marketplace or currently doing business in the marketplace at time of bid. The Contractor shall contact all such M/WBE subcontractors or suppliers prior to listing them on the M/WBE utilization or good faith effort forms as applicable . Failure to contact the listed M/WBE subcontractor or supplier prior to bid opening may result in the rejection of bid as non- responsive . Whenever a change order affects the work of an M/WBE subcontractor or supplier, the M/WBE shall be given an opportunity to perform the work . Whenever a change order exceeds 10% of the original contract, the M/WBE coordinator shall determine the goals applicable to the work to be performed under the change order . 06/20/08 SP-9 During the term of the contract the contract shall : 1. Make no unjustified changes or deletions in its M/WBE participation commitments submitted with or subsequent to the bid , and, 2. If substantial subcontracting and/or substantial supplier opportunities arise during the term of the contract which the Contractor had represented he would perform with his forces, the Contractor shall notify the City before subcontracts or purchase orders are let, and shall be required to comply with modifications to goals as determined by the City, and , 3. Submit a REQUEST FOR APPROVAL OF CHANGE FORM, if the Contractor desires to change or delete any of the M/WBE subcontractors or suppliers . Justification for change may be granted for the following : a. Failure of Subcontractor to provide evidence of coverage by Worker's Compensation Insurance. b. Failure of Subcontractor to provide required general liability of other insurance. c. Failure of Subcontractor to execute a standard subcontract form in the amount of the proposal used by the Contractor in preparing his M/WBE Participation plan. d. Default by the M/WBE subcontractor or supplier in the performance of the subcontractor. Within ten (10) days after final payment from the City, the Contractor shall provide the M/WBE Office with documentation to reflect final participation of each subcontractor and supplier used on the project, inclusive of M/WBEs . 20. FINAL CLEAN-UP : Final cleanup work shall be done for this project as soon as the paving and curb and gutter has been completed. No more than seven days shall elapse after completion of construction before the roadway and ROW . is cleaned up to the satisfaction of the Engineer. The Contractor shall make a final cleanup of all parts of the work before acceptance by the City or its representative . 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. 21 . CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW: A. Workers Compensation Insurance Coverage a . DEFINITIONS : b. Certification of coverage ("Certificate"). A copy of a certificate of insurance , a cert ificate 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's employees 06/20/08 SP-10 providing services on a project, for the duration of the project. Duration of the project- includes the time from the beginning of the work on the project until the Contractor's/person's work on the project has been completed and accepted by the governmental entity. Persons providing services on the project ("subcontractor" in §406.096)-includes all persons or entities performing all or part of the services the Contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the Contractor and regardless of whether that person has employees . This includes, without limitation, independent Contractors , subcontractors , leasing companies , motor carriers , City-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 services related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors , office supply deliveries , and delivery of portable toilets . 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) or all employees of the Contractor providing services on the project, for the duration of the project. c . The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. d . If the coverage period shown on the Contractor's current certificate of coverage ends during the duration of the project , the Contractor must , prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended . e . The Contractor shall obtain from each person providing services on a project, and provide to the governmental entity : (1) a certificate of coverage , prior to that person beginning work on the project , so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project ; and (2) no later than seven days after receipt by the Contractor , a new cert ificate of coverage showing extension of coverage , if the coverage period shown on the current certificate of coverage ends during the duration of the project. f . The Contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter . g . The Contracto r shall not ify the governmental entity in writing by certi fi ed mail or personal delivery , within ten ( 10) days after the Contractor knew or should have known , or any change that ma terially affects the provision of coverage of any person providing services on the project. 06/20/08 SP -11 h. The Contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Worker's Compensation, 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: 06/20/08 (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 form each other person with whom it contracts, and provide to the Contractor: (a) (b) (c) {d) (e) a certificate of coverage, prior to the other person beginning work on the project; and 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; retain all required certificates of coverage on file for the duration of the project and for one year thereafter. notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and 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 . SP-12 B. j. k. By signing this contract or providing or causing to be provided a certificate of coverage, the Contractor is representing to the governmental entity that all employees of the Contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage · agreements will be filed with appropriate insurance carrier or, in the case of a self-insured , with the commission's Division of Self-Insurance Regulation. Providing false or misleading information may subject the Contractor to administrative, criminal, civil penalties or other civil actions . The Contractor's failure to comply with any of these provisions is a breach of contract by the Contractor which entitles the governmental entity to declare the contract void if the Contractor does not remedy the breach within ten day after receipt of notice of breach from the governmental entity. The Contractor shall post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage . This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type , and shall be in both English and Spanish and any other language common to the Worker population. The text for the notices shall be the following text , without any additional words or changes: "REQUIRED WORKER'S COMPENSATION COVERAGE " The law requires that each person work ing on this site or providing services related to this construction project must be covered by worker's compensation insurance . This includes persons providing, hauling , or delivering equipment or materials , or providing labor or transportation or other service related to the project, regardless of the identify of their employer or status as an employee." Call the Texas Worker's Compensation Commission at 512 -463-3642 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". 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 perm ission of the Engineer to make a substitution for the material that has been specified . Where the term "or equal ", or "or approved equal " is used , it is understood that if a material, product , or piece of equipment bearing the name so used is furnished, it will be approvable , as the particular trade name was used for the purpose of establishing a standard of quality acceptable to the City . If a product of any other name is proposed substitutes is procured by the Contractor. Where the term "or equal ", or "approved equal " is not used in the specifications , this does not necessarily exclude alternative items or material or equ ipment which may accomplish the intended purpose . However, the Contractor shall 06/20/08 SP -13 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. MECHANICS AND MATERIALMEN 'S LIEN : The Contractor shall be required to execute a release of mechanics and materialmen's liens upon receipt of payment. 24 . WORK ORDER DELAY: All utilities and right-of-way are expected to be clear and easements and/or permits obtained on this project within sixty (60) days of advertisement of this project. The work order for subject project will not be issued until all utilities, right- of-ways, easements and/or permits are cleared or obtained . The Contractor shall not hold the City of Fort Worth responsible for any delay in issuing the work order for this Contract. 25. WORKING DAYS : The Contractor agrees to complete the Contract within the allotted number of working days . 26. 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 . 27. 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 STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NORTH CENTRAL TEXAS A copy of either of these specifications may be purchased at the Office of the Department of Engineering, 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth , Texas 76102. The specifications applicable to each pay item are indicated in the call -out for the pay item by the Engineer. If not shown , then applicable published specifications in either of these documents may be followed at the discretion of the Contractor. General Provisions shall be those of the Fort Worth document rather than Div ision 1 of the North Central Texas document. 28. 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 and will be required to replace at his expense any part or all of the project which becomes defective due to these causes . 29 . DELAYS : The Contractor shall receive no compensat ion for delays or hindrances to the work, except when direct and unavoidable extra cost to the Contractor is caused by the fa ilure of the City to provide information or mate rial , 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 Director of t he Engineering Department and if by him 06/20/0 8 SP -14 found correct shall be approved and referred by him to the Council for final approval or disapproval; and the action thereon by the Council shall be final and binding. If delay is caused by specific orders given by the Engineers to stop work or by the performance of extra work or by the failure of the City to provide material or necessary instructions for carrying on the work , then such delay will entitle the Contractor to an equivalent extension of time, his application for which shall, however, be subject to the approval of the City Council ; and no such extension of time shall release the Contractor or the surety on his performance bond form all his obligations hereunder which shall remain in full force until the discharge of the contract. 30 . 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 version of the "Texas Manual on Uniform Traffic Control Devices for Streets and Highways" 31. DISPOSAL OF SPOIUFILL MATERIAL: Prior to the disposing of any spoil/fill material, the Contractor shall advise the Director of the Department of Engineering acting as the City of Fort Worth's Flood Plain Administrator ("Administrator''), of the location of all sites where the Contractor intends to dispose of such material. Contractor shall not dispose of such material until the proposed sites have been determined by the Administrator to meet the requirements of the Flood Plain Ordinance of the City of Fort Worth (Ordinance No. 10056). All disposal sites must be approved by the Administrator to ensure the filling is not occurring within a flood plain without a permit. A flood plain permit can be issued upon approval of necessary engineering studies. No fill permit is required if disposal sites are not in a flood plain. Approval of the Contractor's disposal sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain fill Permit authorizing fill within the flood plain. Any expenses associated with obtaining the fill permit, including any necessary engineering studies, shall be at the Contractor's expense. In the event that the Contractor disposes of spoil/fill materials at a site without a fill permit or a letter from the administrator approving the disposal site, upon notification by the Director of Engineering, Contractor shall remove the spoil/fill material at its expense and dispose of such materials in accordance with the Ordinance of the City and this section . 32 . QUALITY CONTROL TESTING: (a) The Contractor shall furnish , at its own expense, certifications by a private laboratory for all materials proposed to be used on the project, including a mix design for any asphaltic and/or Portland cement concrete to be used and gradation analysis for sand and crushed stone to be used along with the name of the pit from which the material was taken . The Contractor shall provide manufacturer's certifications for all manufactured items to be used in the project and will bear any expense related thereto. (b) Tests of the design concrete mix shall be made by the Contractor's laboratory at 06/20/08 SP -15 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 on site material on this project will be performed by the City at its own expense . Any retesting required as a result of failure of the material to meet project specifications will be at the expense of the Contractor and will be billed at commercial rates as determined by the City. The failure of the City to make any tests of materials shall in no way relieve the Contractor of its responsibility to furnish materials and equipment conforming to the requirements of the contract. (d) Not less than 24 hours notice shall be provided to the City by the Contractor for operations requiring testing . The Contractor shall provide access and trench safety system (if required) for the site to be tested and any work effort involved is deemed to be included in the unit price for the item be ing 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 spec ify the name of the pit supplying the fill material. 33. PROPERTY ACCESS: Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer. 34. SAFETY RESTRICTIONS-WORK NEAR HIGH VOLTAGE LINES : The following procedures w ill be followed regarding the subject item on this contract: (a) A warning sign not less than five inches by seven inches , painted yellow with black letters that are leg ible at twelve feet shall be placed inside and outs ide vehicles such as cranes , derricks , power shovels , drilling rigs, pile drivers, hoisting equipment or similar apparatus . The warn ing sign shall read as follows : "WARNING -UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES ." (b) Equipment that may be operated within ten feet of high voltage lines shall have an insulating cage-type of guard about the boom or arm , except back hoes or d ippers and insulator links on the lift hood connections . (c) When necessary to work within six feet of high voltage electric lines , notification shall be given the power company (TU Electric Service Company) which will erect temporary mechanical barriers , de-energ ize the line or ra ise or lower the line. The work done by the power company shall not be at the expense of the City of Fort Worth . The notifying department shall maintain an accurate log of all such calls to TU Electric Service Company and shall record action taken in each case . (d) The Contractor is required to make arrangements with the TU Electric Service Company for the temporary relocation or raising of high voltage lines at the Contractor's sole cost and expense . 06/20/08 SP-16 (e) No person shall work within six feet of a high voltage line without protection having been taken as outlined in Paragraph (c). 35 . WATER DEPARTMENT PRE-QUALIFICATIONS: Any Contractor performing any work on Fort Worth water or sanitary sewer facilities must be pre -qualified with the Water Department to perform such work in accordance with procedures described in the current Fort Worth Water Department General Specifications which general specifications shall govern performance of all such work . 36 . RIGHT TO AUDIT : (a) Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this contract have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of the Contractor involving transactions relating to this contract. Contractor agrees that the City shall have access during normal working hours to all necessary Contractor facilities and shall be provided adequate and appropriate workspace in order to conduct audits in compliance with the provisions of this section. The City shall give Contractor reasonable advance notice of intended audits . (b) Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall , under the expiration of three (3) years after final payment under the subcontract, have access to and the right to examine and photocopy any directly pertinent books , documents, papers and records of such subcontractor involving transactions to the subcontract and further, that City shall have access during normal working hours to all subcontractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this article together with subsection (c ) hereof. City shall give subcontractor reasonable advance notice of intended audits . (c) Contractor and subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of copies at the rate published in the Texas Administrat ive Code in effect as of the time copying is performed . 37 . CONSTRUCTION STAKES; The City, through its Surveyor or agent, will prov ide to the Contractor construction stakes or other customary methods of markings as may be found consistent with professional practice to establish line and grade for roadway and utility construction and centerlines and benchmarks for bridgework. These stakes shall be set sufficiently in advance to avoid delay whenever practical. One set of stakes shall be set for all utility construct ion (water, sanitary sewer, drainage, etc .), one set of excavation/or stabilization stakes, and one set of stakes for curb and gutter and/or paving . It shall be the sole responsibility of the Contractor to preserve, maintain , transfer, etc., all stakes furnished until completion of the construction phase of the project for which they were furnished . If, in the op inion of the Engineer, a sufficient nu mber of stakes or markings provided by the City have been lost, destroyed , or disturbed , that the proper prosecution and control of the work contracted for in the Contract Documents cannot take place , then the Contractor shall replace such stakes or marking s as required . An ind ividual registered 06/20/08 SP -17 by the Texas Board of Professional Land Surveying as a Registered Professional Land Surveyor shall replace these stakes , at the Contactor's expense . No claims for delay due to a lack of replacement of construction stakes will be accepted, and time will continue to be charged in accordance with the Contract Documents . 38 . LOCATION OF NEW WALKS AND DRIVEWAYS; The Contractor will make every effort to protect existing trees within the parkway, with the approval of the engineer the Contractor may re-locate proposed new driveways and walks around existing trees to minimize damage to trees . 39 . 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: 1. 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 . 2 . The Project Manager and the Directors of the Department of Engineering, Water Department, and Department of Transportation and Public Works will be made aware of the situation . If necessary , the City Manager's Office and the appropriate city council members may also be informed . 3 . Any notice that may , in the City 's sole discretion, be required to be provided to interested individuals will distributed by the Engineering Department's Publ ic Information Officer. 4. Upon receipt of the Contractor 's response , the appropriate City departments and directors will be notified. The Engineering Department's Public Information Officer will , if necessary, then forward updated notices to the interested individuals . 5. 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 . 40 . AIR POLLUTION WATCH DAYS : The Contractor shall be required to observe the follow ing guidelines relating to working on City construction sites on days designated as "AIR POLLUTION WATCH DAYS ". Typically , the OZONE SEASON , w ith in the 06/20/08 SP -18 Metroplex area, runs from May 1, through OCTOBER 31, with 6:00 a.m. -10:00 a.m. being critical BECAUSE EMISSIONS FROM THIS TIME PERIOD HAVE ENOUGH TIME TO BAKE IN THE HOT ATMOSPHERE THAT LEADS TO EARLY AFTERNOON OZONE FORMATION. The Texas Commission on Environmental Quality (TCEQ), in coordination with the National Weather Service, will issue the Air Pollution Watch by 3:00 p.m. on the afternoon prior to the WATCH day. On designated Air Pollution Watch Days, the Contractor shall bear the responsibility of being aware that such days have been designated Air Pollution Watch Days and as such shall not begin work until 10:00 a.m. whenever construction phasing requires the use of motorized equipment for periods in excess of 1 hour. However, the Contractor may begin work prior to 10 :00 a.m . if use of motorized equipment is less than 1 hour, or if equipment is new and certified by EPA as "Low Emitting ", or equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions , or alternative fuels such as CNG . If the Contractor is unable to perform continuous work for a period of at least seven hours between the hours of 7:00 a.m . -6:00 p.m., on a designated Air Pollution Watch Day, that day will be considered as a weather day and added onto the allowable weather days of a given month. CONSTRUCTION 41. PAY ITEM-UNCLASSIFIED STREET EXCAVATION: See Standard Specifications Item No. 106, "Unclassified Street Excavation" for specifications governing this item. Removal of existing penetration or asphalt pavement shall be included in this item. Operations necessary to windrow existing gravel base in order to lower or raise subgrade shall be considered as subsidiary to this item and no additional compensation shall be given as such. During the construction of this project, it is required that all parkways be excavated and shaped at the same time the roadway is excavated. Excess excavation will be disposed of at locations approved by the engineer. The intention of the City is to pay only the plan quantity without measurement. Should either contracting party be able to show an error in the quantities exceeding 10 percent, then actual quantities will be paid for at the unit prices bid. The party requesting the payment of actual rather than plan quantities is responsible for bearing any survey and/or measurement costs necessary to verify the actual quantities . 42 . PAY ITEM -6" REINFORCED CONCRETE PAVEMENT: (a) All applicable provisions of standard Specifications Item 314 "Concrete Pavement," shall apply . The Contractor shall use a six (6) sack concrete mix for all hand placement in the intersections . The unit price bid per square yard shall be full payment for all labor, material , equipment and incidentals necessary to complete the work . 06/20/08 SP -19 (b) Once an evaluation of the pavement is made to determine whether the crack is due to distress or minor shrinkage, the following policy will apply : (1) When the crack is minor and due to shrinkage (cosmetic}, then no further treatment will be needed. (2) If the crack is due to distress (structural}, the failed pavement must be removed and replaced a minimum of 5 feet. In no case should the remaining portion of the panel be less than 5 feet wide after repairing the failed panel. (3) Any crack within 12 inches of any joint must be removed and replaced a minimum of 5 feet to prevent future spalling of the pavement. (c) All concrete pavement not placed by hand shall be placed us ing a fully automated paving machine as approved by the Construction Engineer. Screeds will not be allowed except if approved by the Construction Engineer. 06/20/08 SP -20 43. PAY ITEM -SILICONE JOINT SEALING FOR CONCRETE PAVEMENT: CITY OF FORT WORTH , TEXAS TRANSPORTATION AND PUBLIC WORKS DEPARTMENT SPECIFICATION for SILICONE JOINT SEALING (Revision 1, October 18 , 1989) (Revision 2, May 12, 1994) 1. SCOPE This specification for silicone joint sealing Portland Cement Concrete pavement and curbs shall supersede Item 314 .2 . (11) "Joint Sealing Materials " of STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION-CITY OF FORT WORTH , and Item 2 .210 "Joint Sealing" of STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION -NORTH TEXAS COUNCIL OF GOVERNMENTS. 2. MATERIALS 2 .1 The silicone joint sealant shall meet Federal Specification TT-S -001543A for Class A sealant except as modified by the test requirements of this specification . Before the installation of the joint sealant, the Contractor shall furnish the Engineer certification by an independent testing laboratory that the silicone joint sealant meet these requirements . 2 .2 The manufacturer of the silicone joint sealant shall have a minimum two-year demonstrated, documented successful field performance with Portland Cement Concrete pavement silicone joint sealant systems . Verifiable documentation shall be submitted to the Engineer. Acetic acid cure sealants shall not be accepted . The silicone sealant shall be cold applied . 2.3 Self-Leveling Silicone Joint Sealant The joint sealant shall be Dow Corning 890-SL self-leveling silicone joint sealant as manufactured by Dow Corning Corporation , Midland , Ml 48686- 0994 , or an approved equal. Self-Leveling Silicone Jo int Sealant Test Method Requirement AS SUPPLIED **** MIL-S-8802 ASTM D 1475 **** **** 06/20/08 Non Volatile Content,% min . Extrusion Rate , grams/minute Specific Gravity Skin -Over Time , minutes max. Cure Time , day$"' SP -21 96 to 99 275 to 550 1.206 to 1.340 60 14 to 21 **** Full Adhesion, days 14 to 21 AS CURED- ASTM D 412, Die ASTM D 3583 (Sect. 14 Mod .) ASTM C 719 ASTM D 3583 (Sect. 14 Mod .) ASTM D 3583 (Sect. 14 Mod.) Mod . Elongation, % min . Modulus @ 150% Elongation , psi max. Movement, 10 cycles@ +100/-50% Adhesion to Concrete,% Elongation min . Adhesion to Asphalt,% Elongation min. 1400 9 No Failure 600 600 2.4 The joint filler sop shall be of a closed cell expanded polyethylene foam backer rod and polyethylene bond breaker tape of sufficient size to provide a tight seal. The back rod and breaker tape shall be installed in the saw-cut joint to prevent the joint sealant from flowing to the bottom of the joint. The backer rod and breaker tape shall be compatible with the silicone joint sealant and no bond or reaction shall occur between them . Reference is made to the "Construction Detail " sheet for the various joint details with their respective dimensions . 3. TIME OF APPLICATION On newly constructed Portland Cement Concrete pavement, the joints shall be initially saw cut to the required depth with the proper joint spacing as shown on the "Construction Detail " sheet or as directed by the Engineer within 12 hours of the pavement placement (Note that for the "dummy" joints, the initial 1/4 inch width "green" saw-cut and the "reservoir" saw cut are identical and should be part of the same saw cutting operation . Immediately after the saw cutting pressure washing shall be applied to flush the concrete slurry from the freshly saw cut joints .) The pavement shall be allowed to cure for a minimum of seven (7) days. Then the saw cuts for the joint sealant reservoir shall be made, the joint cleaned, and the joint sealant installed . During the application of the joint sealant, the weather shall not be inclement and the temperature shall be 40F (4C) and rising . 4. EQUIPMENT 0 6/20/08 4 .1 All necessary equipment shall be furnished by the Contractor. The Contractor shall keep his equipment in a satisfactory working condition and shall be inspected by the Engineer prior to the beginning of the work . The minimum requirements for construction equipment shall be as follows : 4 .2 Concrete Saw : The sawing equipment shall be adequate in s ize and power to complete the joint sawing to the required dimensions. SP-22 4 .3 High Pressure Water Pump: The high pressure cold water pumping system shall be capable of delivering a sufficient pressure and volume of water to thoroughly flush the concrete slurry from the saw-cut joint. 4.4 Air Compressors: The delivered compressed air shall have a pressure in excess of 90 psi and 120 cfm . There shall be suitable reaps for the removal of all free water and oil from the compressed air. The blow -tube shall fir into the saw-cut joint. 4 .5 Extrusion Pump: The output shall be capable of supplying a sufficient volume of sealant to the joint. 4.6 Injection Tool : This mechanical device shall apply the sealant uniformly into the joint. 4 . 7 Sandblaster: The design shall be for commercial use with air compressors as specified in Paragraph 5.4. 4 .8 Backer Rod Roller and Tooling Instrument: These devices shall be clean and free of contamination. They shall be compatible with the join depth and width requirements . 5. CONSTRUCTION METHODS 06/20/08 5.1 General : The joint reservoir saw cutting, cleaning , bond breaker installation , and joint sealant placement shall be performed in a continuous sequence of operations 5.2 Sawing Joints : The joints shall be saw-cut to the width and depth as shown on the "Construction Detail " sheet. The faces of the joints shall be uniform in width and depth along the full length of the joint. 5.3 Cleaning Joints : Immediately after sawing, the resulting concrete slurry shall be completely removed from the joint and adjacent area by flushing with high pressu re water. The water flushing shall be done in one-direction to prevent joint contamination . When the Contractor elects to saw the joint by the dry method , flushing the joint with high pressure water may be deleted. The dust resulting from the sawing shall be removed from the joint by using compressed air. (Paragraph Rev . 1, October 18 , 1989) After complete drying, the joints shall be sandblasted . The nozzle shall be attached to a mechanical aiming device so that the sand blast will be directed at an angle of 45 degrees and at a distance of one to two inches from the face of the joint. Both joint faces shall be sandblasted in separate, one directional passes . Upon the termination of the sandblasting , the joints shall be blown -out using compressed air. The blow tube shall fit into the joints . The blow n joint shall be checked for residual dust or other contam ination . If SP-23 any dust or contamination is found, the sandblasting and blowing shall be repeated until the joint is cleaned . Solvents will not be permitted to remove stains and contamination. Immediately upon cleaning, the bond breaker and sealant shall be placed in the joint. Open, cleaned joints shall not be left unsealed overnight. Bond Breaker Rod and Tape: The bond breaker rod and tae shall be installed in the cleaned joint prior to the application of the joint sealant in a manner that will produce the required dimensions. 5.4 Joint Sealant: Upon placement of the bond breaker rod and tape , the joint sealant shall be applied using the mechanical injection tool. The joint sealant application shall not be permitted when the air and pavement temperature is less than 40F (4C). Joints shall not be sealed unless they are clean and dry. Unsatisfactorily sealed joints shall be refilled. Excess sealant left on the pavement surface shall be removed and discarded and shall not be used to seal the joints. The pavement surface shall present a clean final condition . Traffic shall not be allowed on the fresh sealant until it becomes tack-free. Approval of Joints : A representative of the sealant manufacturer shall be present at the job site at the beginning of the final cleaning and sealing of the joints. He shall demonstrate to the Contractor and the Engineer the acceptable method for sealant installation . The manufacturer's representative shall approve the clean , dry joints before the sealing operation commences . 6 . WARRANTY The Contractor shall provide the Engineer a manufacturer's written guarantee on all joint sealing materials. The manufacturer shall agree to provide any replacement material free of charge to the City . Also, the Contractor shall provide the Engineer a written warranty on all sealed joints . The Contractor shall agree to replace any failed joints at no cost to the City . Both warranties shall be for two years after final acceptance of the completed work by the Engineer. 7 . BASIS OF PAYMENT 06/20/08 Payment will be made at the Contract bid item unit price bid per linear foot (l.F.) as provided in "MEASUREMENT" for "SILICONE JOINT SEALING ", which price of shall be full compensation for furnishing all materials and for all preparation , delivery , and application of those sealing mate r ials and for all labor, equipment , tools and incidentals necessary to complete the silicone joint sealing in conform ity with the plans and these specifications. SP -24 44. PAY ITEM -7" CONCRETE CURB : The Contractor may, at his option , construct either integral or superimposed curb. Standard Specification Item 502 shall apply except as follows: Integral curb shall be constructed along the edge of the pavement as an integral part of the slab and of the same concrete as the slab . The concrete for the curb shall be deposited not more than thirty (30) minutes after the concrete in the slab. If the Contractor fails to backfill behind the curb within seven (7) calendar days of pouring the curb and gutter, the amount paid for the curb shall be reduced by 25% until the backfill operation is complete. 45 . PAY ITEM-RETAINING WALL: This item will consist of placing retaining walls in locations and at heights determined by the engineer in the field. All applicable section of City of Fort Worth Standard Specification item 518 shall apply except as follows: Retaining wall shall be constructed per City of Fort Worth Construction Standard Drawing No. S-M13 "Retaining Wall With Sidewalk" where applicable . All existing brick and/or stone retaining walls not significantly impacted by proposed grade changes will be protected. Replacement of retaining walls not impacted by proposed grade changes will be at the expense of the Contractor. 46. PAY ITEM -REPLACE EXIST. CURB AND GUTTER: This item is included for the purpose and removing and replacing existing curb and gutter in transition areas as determined by the Engineer i n the field . The proposed curb and gutter will be of the same dimensions as the existing curb and gutter to be removed. Quantities for this pay item are approximate and are given only to establish a unit price for the work The price bid per linear foot for "REPLACE EXIST. CURB AND GUTTER" as shown in the Proposal will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work . 47. PAY ITEM-HMAC TRANSITION: This item will consist of the furnishing and placing at varying thicknesses an HMAC surface in transition areas where indicated on the plans , as specified in these specifications and at other locations as may be directed by the Engineer. This item shall be governed by all applicable provisions of Standard Specifications Item 312. The price bid per ton HMAC Transition as shown in the Proposal will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. 48. PAY ITEM --6 " PIPE SUBDRAIN : No specific location for this item is designated on the plans . Subdrain shall be installed only if field conditions ind icate ground water at subgrade level after excavation and if deemed necessary by the Engineer. 06/20/08 SP-25 - - liiil 49. PAY ITEM -TRENCH SAFETY: Description: This item will consist of the basic requirements which the Contractor must comply with in order to provide for the safety and health of workers in a trench. The Contractor shall develop, design and implement the trench excavation safety protection system. The Contractor shall bear the sole responsibility for the adequacy of the trench safety system and providing "a safe place to work " for the workman . The trench excavation safety protection system shall be used for all trench excavations deeper than five (5) feet. The Excavating and Trenching Operation Manual of the Occupational Safety and Health Administration , U.S. Department of Labor, shall be the minimum governing requirement of this item and is hereby made a part of this specification. The Contractor shall, in addition, comply with all other applicable Federal , State and local rules, regulations and ordinances . Measurement and Payment: All methods used for trench excavation safety protection shall be measured by the linear foot of trench and paid at the unit price in the Proposal, which shall be total compensation for furnishing design, materials , tools , labor, equipment and incidentals necessary , including removal of the system . Trench depth for payment purposes for Trench Safety Systems is the vertical depth as measured from the top of the existing ground to the bottom of the pipe . 50. PAY ITEM - 8" THICK LIME STABILIZED SUBGRADE & CEMENT FOR SUBGRADE STABILIZATION : See Standard Specifications Item No . 210 , "Lime Treatment (Material Manipulation)" and Specification Item No . 212 , "Hydrated Lime and Lime Slurry" for specifications governing this item . Quantities for this pay item are approximate and are given only to establish a unit price for the work. The price bid per square yard for "8" THICK LIME STABILIZED SUBGRADE " as shown in the Proposal will be full payment for all labor, equipment , tools and incidentals necessary to complete the work . The price bid per ton for "LIME FOR SUBGRADE STABILIZATION" as shown in the Proposal will be full payment for materials necessary to complete the work . 51. PAY ITEM -6" H.M.A.C. PAVEMENT (Thickness Tolerances and HMAC Testing Procedures): The base course shall be a 3" deep Type "B" course placed in one lift. The surface course shall be a 3" deep Type "D" course placed in one li ft. All provisions of Standard Specification No. 312 . 7 'Construction Tolerance' shall apply except as modified herein : 1) After completion of each asphalt paving course, core tests will be made to determine compliance with the contract specifications . The hot-mix asphaltic concrete pavement will be core drilled by the City of Fort Worth . The thickness of the asphaltic surface will be determined by measurement cores taken at locations determined by the Engineer. The thickness of individual cores will be determined by averaging at least three (3) measurements . If the core measurements ind icate a deficiency, the length of the area of such deficient thickness shall be determ ined by add itional cores taken along the length of 06/20/08 SP-26 the pavement in each direction until cores are obtained which are at least of specified thickness . The width of such area shall not be less than ~ of the roadway width . 2) When the thickness of the base course (as determined from core samples) is more than 15% deficient of the plan thickness , the Contractor shall remove and replace the deficient area at his own expense. If the thickness is less than 15% deficient , the Contractor shall make up the difference in the base thickness with surface course material. 3) The surface course must be the plan thickness . This does not include surface course material used to make up deficiencies in the base course as described in item 2). 4) The overall thickness of asphaltic concrete pavement must be a minimum of the plan thickness . Deficient areas (as determined in item 1) found to be less than the plan thickness will be removed and replaced at the Contractor's expense. 5) No additional payment over the contract price will be made for any hot-mix asphaltic concrete course of a thickness exceeding that required by the plans and specifications . 6) H~AC Testing Procedure: The Contractor is required to submit a Mix Design for both Type "B" and "D " asphalt that will be used for each project. This should be submitted at the Pre-Construction Conference . This design shall not be more than two (2) years old . Upon submittal of the design mix a Marshal (Proctor) will be calculated , if one has not been previously calculated, for the use during density testing. For type "B" asphalt a maximum of 20% rap may be used . No Rap may be used in type "D" Upon approval of an asphalt mix design and the calculat ion of the Marshal (proctor) the Contractor is approved for p lacement of the asphalt. The Contractor shall contact the City Laboratory, through the inspector, at least 24 hours in advance of the asphalt placement to schedule a technician to assist in the monitoring of the number of passes by a roller to establish a roll ing pattern that will provide the required densities . The required Density for Type "B" and for Type "D" asphalt will be 91 % of the calculated Marshal (proctor). A Troxler Thin Layer Gauge will be used for all asphalt testing. After a rolling pattern is establ ished , densities should be taken at locations not more than 300 feet apart. The above requ irement applies to both Type "B" and "D" asphalt. Densities on type "B" must be done before Type "D" asphalt is applied. Cores to determine thickness of Type "B'' asphalt must be taken before Type "D" asphalt is applied . Upon completion of the application of Type "D" asphalt additional cores must be taken to determine the applied thickness . 52 . PAY ITEM -CONCRETE FLAT WORK (CURB, CURB & GUTTER, SIDEWALKS, LEADWALKS, WHEELCHAIR RAMPS AND DRIVEWAYS): Concrete flatwork is defined as curb , cu rb and gutter, sidewalks , leadwalks , wheelchair ramps and driveways as shown in the plans . This provision governs the sequence of work related to concrete flatwork and shall be considered a supplement to the specifications governing each specific item . 06/20/08 SP -27 Required backfilling and finished grading adjacent to flatwork shall be completed in order for the flatwork to be accepted and measured as comp leted . No payment will be made for flatwork until the pay item has been completed , wh ich includes backfilling and finished grading . 53. PAY ITEM -REMOVE EXISTING CONCRETE SIDEWALK, DRIVEWAYS, STEPS, LEADWALKS AND WHEEL CHAIR RAMPS : This item includes removal of existing concrete sidewalks, driveways , steps , leadwalks and wheelchair ramps at location shown on the plans or as designed by the Engineer. See Item No. 104 "Removing Old Concrete", for Specifications governing this item. 54. PAY ITEM-REMOVE EXISTING CURB AND GUTTER: Where shown on the plans or where designated by the Engineer, existing curb and or gutter and existing laid down curb shall be removed and disposed of in a manner satisfactory to the Engineer. Measurement will be by the linear foot for curb and gutter, laydown curb removed, and for all labor, tools, and incidentals necessary to complete the job. 55. PAY ITEM -REMOVE EXISTING CURB INLET: This item shall include all labor, materials, and equipment necessary to remove and dispose of the existing inlet and removal and connection of the existing RCCP lead pipe inlet as shown on the Plans and as directed by the Engineer. 56 . PAY ITEM-6" THICK REINFORCED CONCRETE DRIVEWAY: See Standard Specification Item No. 504 , "Concrete Sidewalks and Driveways " for specifications governing this item as well as details S-S5 and S-S5A. The price bid per square foot for "6'' THICK REINFORCED CONCRETE DRIVEWAY" as shown in the Proposal will be full payment for materials including all labor, equipment , tools and incidentals necessary to complete the work . 57 . PAY ITEM-REMOVE AND CONSTRUCT CONCRETE STEPS: See Standard Specification Item No. 516, "Concrete Steps " for specifications governing this item as well as details SM-3 . The price bid per each for "REMOVE CONCRETE STEPS" and "CONSTRUCT CONCRETE STEPS" as shown in the Proposal w i ll be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the removal and construction of each set of concrete steps. 0 6/2 0/08 SP-28 58. PAY ITEM - 4 ' STANDARD CONCRETE SIDEWALK, LEADWALK AND WHEELCHAIR RAMP : All applicable provisions of standard Specifications Item 104 "Removing Old Concrete " and Item 504 "Concrete Sidewalk Driveways " shall apply except as herein modified . The Contractor shall construct standard concrete wheelchair ramps as shown on the enclosed details, or as d irected by the Engineer. The Contractor shall not remove any regulatory sign , instruction sign , street name and sign or other sign which has been erected by the City . The Contractor shall contact Signs and Marking Division, TPW (Phone 817 -392 -7738). All concrete flared surfaces shall be colored with LITHOCHROME color hardener as manufactured by L.M. Scofield Company or equal. The color hardener shall be brick red color and dry-shake type , and shall be used in accordance with manufacturers instructions . "Contractor shall provide a colored sample concrete panel of one foot by one foot by three inches dimension, or other dimension approved 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. The method of application shall be by screen, sifter, sieve or other means in order to provide for a uniform color distribution ." 59. PAY ITEM -REMOVE AND REPLACE FENCE : This item shall include the removal and reconstruction of the existing fence at the locations shown on the plans or where deemed necessary by the Engineer. The Contractor shall exercise caution in remov ing and salvaging the materials to they may be used in reconstructing the fence . Their constructed fence shall be equal in every way , or superior, to the fence removed . The Contractor shall be responsible for keeping livestock within the fenced areas during construction operation and while removing and relocating the fence, and for any damage or injury sustained by persons, livestock or property on account of any act of omission, neglect or misconduct of his agents, employees, or subcontractors . The unit price per linear foot shown on the Proposal shall be full compensation for all materials , labor, equ ipments, tools and incidentals necessary to complete the work. 60 . PAY ITEM-STANDARD 7" CURB AND 18 " GUTTER: All provisions of Standard Specification No. 502 'Concrete Curb and Gutter' shall apply except as modified herein : Subsidiary to the unit price bid per linear foot shall be the following : A minimum of 5" or greater as required depth of stabilized subgrade properly compacted under the proposed curb and gutter as shown in the construction deta ils . 0 6/20/08 SP -29 If the Contractor fails to backfill either in from of the gutter or behind the curb within seven (7) calendar days of pouring the curb and gutter, the amount paid for the curb and gutter shall be reduced by 25% until the backfill operation is complete. Standard Specifications Item No . 502, shall apply except as herein modified. Concrete shall have minimum compressive strength of three thousand (3,000) pounds per square inch in twenty-eight (28) days. The quantity of mixing water shall not exceed seven (7) gallons per sack (94 lbs.) of Portland Cement. The slump of the concrete shall not exceed three (3) inches. A minimum cement content of five (5) sacks of cement per cubic yard of concrete is required. 61. PAY ITEM-REMOVE AND RECONSTRUCT MAILBOXES/ MISCELLANEOUS: This item includes the removal and reconstruction of existing mailboxes, brick walls, flowerbed trim and miscellaneous items within the right of way which may be damaged or removed during construction. When possible, the Contractor shall salvage existing materials for reuse in the replacement or repair of damaged or removed items . Items which are to be repaired or reconstructed should look architecturally the same in material and appearance and should be reconstructed or repaired in a better or new condition. All applicable provisions of City of Fort Worth Construction Standards shall apply. 62. PAY ITEM -BORROW: The non-expansive earth fill should consist of soil materials with a liquid limit of 35 or less, a plasticity index between 8 and 20, a minimum of 35 percent passing the No. 200 sieve, a minimum of 85 percent passing the No. 4 sieve, and which are free of organics or other deleterious materials . When compacted to the recommended moisture and density, the material should have a maximum free swell value of 0.5 percent and a maximum hydraulic conductivity (permeability) of 1 E-05 cm/sec, as determined by laboratory testing of remolded specimens of the actual materials proposed for the non-expansive earth fill. 63. PAY ITEM-CEMENT STABILZATION: All applicable provisions of Item 214, 'Portland Cement Treatment' shall apply . 64. PAY ITEM -CEMENT : All applicable provisions of Item 214, 'Portland Cement Treatment' shall apply. 65. PAY ITEM-NEW 7" CONCRETE VALLEY GUTTER: This item shall include the construction of concrete valley gutters at various locations to be determined in field . Removal of existing, asphalt pavement, concrete base, curb and gutter, and necessary excavation to install the concrete valley gutters all shall be subsidiary to this pay item. 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 . 06/20/08 SP-30 - - See standard specification Item No. 314", Concrete Pavement", Item 312 "Hot-Mix Asphaltic Concrete", Item No . 104, "Removing Old Concrete", Item No . 106 , "Unclassified Street Excavation" Item No. 208 "Flexible Base." 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 . Contractor may substitute 5" non-reinforced (2 :27) Concrete Base in lieu of Crushed Stone at no additional cost. See Item 314" Concrete Pavement". The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per square inch . 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 . 66 . PAY ITEM-STORM DRAIN INLETS : An alternative method of construction for these items will be "Pre-Cast" manholes and inlets . If the Contractor desires to use this method , he must submit details for the construction to the Transportation and Public Works Department fore review and approval if said details are acceptable. The Pre-Cast construction must be equal or super ior to the strength requirements for this item as set out in Item 444 , "Manholes and Inlets " and said construction shall be in compliance with all other requirements of Item 444 where applicable . 67. PAY ITEM -TRENCH EXCAVATION AND BACKFILL FOR STORM DRAIN: Work under this item includes all the proposed excavation and backfill in the project area and the necessary fill area . Payment will be made for the quantity of earth excavated/backfilled. The placing of fill shall be subsidiary to the trench excavation/backfill price . Excess material which is obtained from excavating the trench shall be used for fill placement subject to the provisions of Item 114 of the City of Fort Worth Standard Specifications . All excavated material which is unacceptable as fill material shall become the property of the Contractor to be hauled off the site and disposed of properly . Unacceptable material shall be, but not limited to : rocks , concrete, asphalt , debris , etc. The cost for removal and disposal of unacceptable material shall be subsidiary to the unit prices. 68. PAY ITEM -STORM WATER POLLUTION PREVENTION (FOR DISTURBED AREAS EQUAL TO OR GREATER THAN 1 ACRE): PERMIT : As defined by Texas Commission on Environmental Quality (TCEQ) regulations, a Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required for all construction activities that result in the disturbance of one to five acres (Small Construction Activity) or five or more acres of total land (Large Construction Activity). The Contractor is defined as an "operator" by state regulations and is required to obtain a perm it. Information concern ing the permit can be obtained through the Internet at http://www. tnrcc.state . tx . us/permitting/water perm/wwperm/construct. html. Soil stab ilization and structural practices have been selected and designed in accordance with North Central Texas Council of Governments Best Management Practices and Erosion Control Manual for 06/20/08 SP -3 1 Construction Activities (BMP Manual). This manual can be obtained through the Internet at www.dfwstormwater.com/runoff.html. Not all of the structural controls discussed in the BMP Manual will necessarily apply to this project. Best Management Practices are construction management techniques that, if properly utilized, can minimize the need for physical controls and possible reduce costs . The methods of control shall result in minimum sediment retention of not less than 70%. NOTICE OF INTENT (NOi): If the project will result in a total land disturbance equal to or greater than 5 acres, the Contractor shall sign at the pre-construction meeting a TCEQ Notice of Intent (NOi) form prepared by the engineer. It serves as a notification to the TCEQ of construction activity as well as a commitment that the Contractor understands the requirements of the permit for storm water discharges from construction activities and that measures will be taken to implement and maintain storm water pollution prevention at the site. The NOi shall be submitted to the TCEQ at least 48 hours prior to the Contractor moving on site and shall include the required $100 application fee . The NOi shall be mailed to: Texas Commission on Environmental Quality Storm Water & General Permits Team; MC-228 P.O. Box 13087 Austin, TX 78711-3087 A copy of the NOi shall be sent to : City of Fort Worth Department of Environmental Management 5000 MLK Freeway Fort Worth, TX 76119 NOTICE OF TERMINATION (NOT): For all sites that qualify as Large Construction Activity, the Contractor shall sign, prior to final payment, a TCEQ Notice of Termination (NOT) form prepared by the engineer. It serves as a notice that the site is no longer subject to the requirement of the permit. The NOT should be mailed to: Texas Commission on Environmental Quality Storm Water & General Permits Team; MC-228 P.O. Box 13087 Austin , TX 78711-3087 STORM WATER POLLUTION PREVENTION PLAN (SWPPP): A document consisting of an erosion control and toxic waste management plan and a narrative defining site parameters and techniques to be employed to reduce the release of sediment and pollution from the construction site. Five of the project SWPPP's are available for viewing at the plans desk of the Department of Engineering. The selected Contractor shall be provided with three copies of the SWPPP after award of contract, along with unbounded copies of all forms to be submitted to the Texas Commission on Environmental Quality . LARGE CONSTRUCTION ACTIVITY -DISTURBED AREA EQUAL TO OR GREATER THAN 5 ACRES: A Notice of Intent (NOi) form shall be completed and submitted to the TCEQ including payment of the TCEQ required fee. A SWPPP that meets all TCEQ 06/20/08 SP -32 requirements prepared by the Engineer shall be prepared and implemented at least 48 hours before the commencement of construction activities . The SWPPP shall be incorporated into in the contract documents . The Contractor shall submit a schedule for implementation of the SWPPP. Deviations from the plan must be submitted to the engineer for approval. The SWPPP is not warranted to meet all the conditions of the permit since the actual construction activities may vary from those anticipated during the preparation of the SWPPP. Modifications may be required to fully conform to the requirements of the Permit. The Contractor must keep a copy of the most current SWPPP at the construction site. Any alterations to the SWPPP proposed by the Contractor must be prepared and submitted by the Contractor to the engineer for review and approval. A Notice of Termination (NOT) form shall be submitted within 30 days after final stabilization has been achieved on all portions of the site that is the responsibility of the permittee, or, when another permitted operator assumes control over all areas of the site that have not been finally stabilized . SMALL CONSTRUCTION ACTIVITY -DISTURBED AREA EQUAL TO OR GREATER THAN ONE ACRE BUT LESS THAN FIVE ACRES: Submission of a NOi form is not required. However, a TCEQ Site Notice form must be completed and posted at the site . A copy of the completed Site Notice must be sent to the City of Fort Worth Department of Environmental Management at the address listed above . A SWPPP, prepared as described above, shall be implemented at least 48 hours before the commencement of construction activities . The SWPPP must include descriptions of control measures necessary to prevent and control so il erosion, sedimentation and water pollution and will be included in the contract documents. The control measures shall be installed and maintained throughout the construction to assure effective and continuous water pollution control. The controls may include , but not be lim ited to, silt fences , straw bale dikes, rock berms , diversion dikes, interceptor swales, sediment traps and basins, pipe slope drain, inlet protection, stabilized construction entrances , seeding, sodding, mulching , soil retention blankets , or other structural or non-structural storm water pollution controls . The method of control shall result in a min imum sediment retention of 70% as defined by the NCTCOG "BMP Manual." Deviations from the proposed control measures must be submitted to the eng ineer for approval. PAYMENT FOR SWPPP IMPLEMENTATION : Payment shall be made per lump sum as shown on the proposal as full compensation for all items contained in the project SWPPP. FOR DISTURBED AREAS LESS THAN 1 ACRE , SPECIAL PROVISION 23 -40 SHALL BE APPLICABLE . 69 . PRE BID ITEM -PROJECT DESIGNATION SIGN : The Contractor shall construct and install two (2) Project Designation Signs and it will be the responsibility of the Contractor to maintain the signs in a presentable condition at all times on each project under construction . Maintenance will include painting and repairs as directed by the Engineer. It will be the respons ibility of the Contractor to have the individual proj ect 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 deta il. The sign shall be constructed of %" fir plywood , grade A-C (exterior) or better . These signs shall be installed on barricades or as 0 6/20 /0 8 SP -33 directed by the Engineer and in place at the project site upon commencement of construction. The work, which includes the painting of the signs, installing and removing the signs, furnishing the materials, supports and connections to the support and maintenance shall be to the satisfaction of the Engineer. The unit price bid per each will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work . 70. PRE BID ITEM -UTILITY ADJUSTMENT: 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" responsibility to provide the services of a licensed plumber to make the utility adjustments determined necessary by the Engineer. No payment will be made for utility adjustments except those adjustments determined necessary by the Engineer. Should the Contractor damage service lines due to his negligence, where such lines would not have required adjustment or repair otherwise, the lines shall be repaired and adjusted by the Contractor at the Contractor's expense . The payment to the Contractor for utility adjustments shall be the actual cost of the adjustments plus ten percent ( 10%) to cover the cost of bond and overhead incurred by the Contractor in handling the utility adjustments. 71 . PRE BID ITEM -TOP SOIL: The proposed quantities shown are calculated to provide topsoil 4 to 6 inches in depth (compacted) over the parkway area and do not include deeper than design depth behind the curb. The pay item is intended to pay for topsoil that must be imported where suitable material is either not available on the job or cannot reasonably be stored on-site . Payment will be made on the basis of loose truck volume (full truck with sideboards up) tickets and material must meet City of Fort Worth standards for topsoil. Only the volume imported will be paid for and may be substantially less than the proposal quantities listed . 72 . PRE BID ITEM -ADJUST WATER VALVE BOX: Contractor will be responsible for adjusting water valve boxes to match new pavement grade . The water valves themselves will be adjusted by City of Fort Worth Water Department forces. The unit price bid will be full payment for materials including all labor, equipment , too ls and incidentals necessary to complete the work . 73. PRE BID ITEM -MANHOLE ADJUSTMENT: Th is item shall include adjusting the tops of existing and/or proposed manholes to match proposed grade as shown on the plans or as directed by the Engineer. Standard Specification Item No. 450 shall apply except as follows : 06/20/08 SP-34 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. 74 . PRE BID ITEM-ADJUST WATER METER BOX : This item shall include raising or lowering an existing meter box to the parkway grade specified. No payment will be made for existing boxes , which are within 0.1' of specified parkway grade. The unit price bid will be full payment for materials including all labor, equipment , tools and incidentals necessary to complete the work . 75. NON-PAY ITEM -CLEARING AND GRUBBING : All objectionable items within the limits of this project and not otherwise provided for shall be removed under this item in accordance with Standard Specification Item 102, "Clearing and Grubbing ." However, no direct payment will be made for this item and it shall be considered incidental to this contract. 76 . NON-PAY ITEM -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. 77. NON-PAY ITEM -PROTECTION OF TREES, PLANTS AND SOIL: All property along and adjacent to the Contractor's operations including lawns , yards, shrubs, trees , etc. shall be preserved or restored after completion of the work to a condition equal or better than existed prior to start of work . By ordinance , the Contractor must obtain a permit from the City Forester before any work (trimming , removal or root pruning) can be done on trees or shrubs growing on public property including street rights-of-way and designated alleys. This permit can be obtained by calling the Forestry Office at 871-5738 . All tree work shall be in compliance with pruning standards for Class II Pruning as described by the National Arborist Association . A copy of these standards can be provided by calling the above number. Any damage to public trees due to negligence by the Contractor shall be assessed using the current formula for Shade Tree Evaluation as defined by the International Society of Arboriculture . Payment for negligent damage to public trees shall be made to the City of Fort Worth and may be withheld from funds due to the Contractor by the City . To prevent the spread of the Oak Wilt fungus , all wounds on Live Oak and Red Oak trees shall be immediately sealed using a commercial pruning paint. This is the only instance when pruning paint is recommended . 78 . NON-PAY ITEM -CONCRETE COLORED SURFACE : Concrete wheelchair ramp surfaces , excluding the side slopes and curb , shall be colored with LITHOCHROME color hardener or equal. A brick red color , a dry-shake hardener manufactured by L.M. Scofield Company or equal , shall be used in accordance with manufacturers instructions . Contractor shall provide a sample concrete panel of one foot by one foo t by three inches dimension , or other d imens ion approved by the Enginee r, mee ti ng the aforementioned specifications. The sample , upon a pproval of the Engineer, shall be the 06/20/08 SP-35 liiiiill acceptable standard to be applied for all construction covered in the scope of this Non-Pay Item. No direct payment will be made for this item and it shall be considered incidental to this contract. The method of application shall be by screen, sifter, sieve, or other means in order to provide for a uniform color distribution . 79. NON-PAY ITEM -PROJECT CLEAN-UP: The Contractor shall be aware that keeping the project site in a neat and orderly condition is considered an integral part of the contracted work and as such shall be considered subsidiary to the appropriate bid items . Clean up work shall be done as directed by the Engineer as the work progresses or as needed. If, in the opinion of the Engineer it is necessary, clean up shall be done on a daily basis. Clean up work shall include, but not be limited to: • Sweeping the street clean of dirt or debris • Storing excess material in appropriate and organized manner • Keeping trash of any kind off of residents' property If the Engineer does not feel that the jobsite has been kept in an orderly condition, on the next estimate payment (and all subsequent payments until completed) of the appropriate bid item(s) will be reduced by 25%. Final cleanup work shall be done for this project as soon as the paving and curb and gutter has been constructed. No more than seven days shall elapse after completion of construction before the roadway and right-of-way is cleaned up to the satisfaction of the Engineer. 80. NON-PAY ITEM -PROJECT SCHEDULE: Contractor shall be responsible for producing a project schedule at the pre-construction conference. This schedule shall detail all phases of construction , including project clean up, and allow the Contractor to complete the work in the allotted time . Contractor will not move on to the jobsite nor will work begin until said schedule has been received and approval secured from the Construction Engineer. However, contract time will start even if the project schedule has not been turned in . 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. 81. NON-PAY ITEM -NOTIFICATION OF RESIDENTS: In order to cut down on the number of complaints from residents due to the dust generated when saw-cutting joints in concrete pavement, the Contractor shall notify residents, in writing, at least 48 hours in advance of saw-cutting joints during the construction of paving projects . All costs involved with providing such written notice shall be considered subsidiary to this contract. 82. NON-PAY ITEM -PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION: Prior to beginning construction on any block in the project, the Contractor shall, on a block by block basis, prepare and deliver a notice or flyer of the pending construction to the front 06/20/08 SP-36 door of each residence or business that w ill be impacted by construction. The notice shall be prepared as follows : The notification notice or flyer shall be posted seven (7) days prior to beginning any construction activity on each block in the project area . The flyer shall be prepared on the Contractor's letterhead and shall include the following information: Name of Project, DOE No., Scope of Project (i.e . type of construction activity), actual construction duration within the block, the name of the Contractor's foreman and his phone number, the name of the City's inspector and his phone number and the C ity 's after-hours phone number. A sample of the 'pre-construction notification' flyer is attached . The Contractor shall submit a schedule showing the construction start and finish time for each block of the project to the inspector. In addition, a copy of the flyer shall be delivered to the City Inspector for his review prior to being distributed . The Contractor will not be allowed to begin construction on any block until the flyer is delivered to all residents of the block. An electronic version of the sample flyer can be obtained from the construction office at 817- 392-8306. All work involved with the pre-construction notification flyer shall be considered subsidiary to the contract price and no additional compensation shall be made. 83. NON-PAY ITEM -PRE-CONSTRUCTION NEIGHBORHOOD MEETING : After the pre-construction conference has been held but before construction is allowed to begin on this project a public meeting will be held at a location to be determined by the Engineer. The Contractor, inspector, and project manager shall meet with all affected residents and present the projected schedule, including construction start date, and answer any construction related questions. Every effort will be made to schedule the neighborhood meeting within the two weeks following the pre-construction conference but in no case will construction be allowed to begin until this meeting is held. 84 . NON -PAY ITEM -WASHED ROCK: All washed rock used for embedment or backfill or as otherwise directed by the Engineer shall washed, crushed stone and shall meet the following gradation and abrasion : (Actual washing not required if gradation is met) Sieve Size 1" 1/2" 3/8 " #4 #8 % Retained 0-10 40-75 55-90 90-100 95-100 Los Angeles Abrasion Test: 50 % Maximum wear per A .S .T .M. Designation C-131. 85 . NON-PAY ITEM-SAWCUT OF EXISTING CONCRETE : When existing concrete or H .M .A.C . is cut , such cuts shall be made with a concrete saw. The Contractor may break out cu r b and gutter to the nearest joint if he chooses . All sawing shall be subsid iary to the unit cost of the respective item . 06/20/08 SP -3 7 86 . NON PAY ITEM -LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES : The Contractor shall be responsible for locating and marking all previously exposed manholes and water valves in each street of this contract before the recycling process commences for a particular street. The Contractor shall attempt to include the construction engineer (if he is available) in the observation and marking activity. In any event a street shall be completely marked a minimum to two (2) working days before recycling begins on any street. Marking the curbs with paint is a recommended procedure. It shall be the Contractor's responsibility to notify the utility companies that he has commenced work on the project. As the recycling is completed (within the same day) the Contractor shall locate the covered manholes and valves and expose them for later adjustment. Upon completion of a street the Contractor shall notify the utilities of this completion and indicate that start of the next one in order for the utilities to adjust facilities accordingly. The following are utility contact persons : Company AT&T TXU ATMOS Energy Dig TESS Telephone Number 817 -338-627 5 1-800-233-2133 817-215-0366 880-344 -8377 Of course , under the terms of this contract, the Contractor shall complete adjustment of the storm drain and Water Department facilities, one traffic lane at a time within five (5) working days after completing the laying of proposed H .M.A.C. overlay adjacent to said facilities. Any deviation from the above procedure and allotted working days may result in the shut down of the recycling operation by the Construction Engineer. The Contracto r 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. 87 . NON PAY ITEM -TIE IN INTO STORM DRAIN STRUCTURE : The cost for making lateral t ie-ins to the storm dra in structure shall be subsidiary to the bid price for the respective lines. 88 . NON PAY ITEM -SPRINKLER HEAD ADJUSTMENT: The adjustment and/or relocation of sprinkler heads encountered shall be paid for under utility adjustment in the proposal section. No other compensation will be provided. 89 . NON PAY ITEM -FEE FOR STREET USE PERMITS AND RE -INSPECTIONS: A fee for street use permits is in effect. In addition , a separate fee for re-inspections for parkway cons t ruction , such as driveways , sidewalks , etc., w ill be requ ired . The fees are as follows : 06/20/08 SP-3 8 The street permit fee is $50 .00 per permit with payment due at the time of permit application . A re-inspection fee of $25 .00 will be assessed when work for which an inspection called for is incomplete . Payment is due prior to the City performing re-inspection. Payment by the Contractor for all street use permits and re-inspections shall be considered subsidiary to the contract cost and no additional compensation shall be made . 90 . NON PAY ITEM -TEMPORARY EROSION, SEDIMENT AND WATER POLLUTION CONTROL (FOR DISTURBED AREAS LESS THAN 1 ACRE): A. DESCRIPTION: This item shall consist of temporary soil erosion sediment and water pollution control measures deemed necessary by the Engineer for the duration of the contract. These control measures shall at no time be used as a substitute for the permanent control measure unless otherwise directed by the engineer and they shall not include measures taken by the CONTRACTOR to control conditions created by his construction operations . The temporary measures shall include dikes, dames, berms , sediment basins, fiber mats, jute netting, temporary seeding, straw mulch, asphalt mulch, plastic liners , rubble liners, baled-hay retards , dikes, slope drains and other devices . B. CONSTRUCTION REQUIRMENTS : The Engineer has the authority to define erodible earth and the authority to limit the surface are of erodible-earth material exposed by preparing right-of-way, clearing and grubbing, the surface area of erodible-earth material exposed by excavation, borrow and to direct the CONTRACTOR to provide temporary pollution-control measures to prevent contamination of adjacent streams , other water course , lakes, ponds or other areas of water impoundment. Such work may involve the construction of temporary berms, dikes, dams, sediment basins, slope drains and use of temporary mulches , mats , seeding or other control devices or methods directed by the Engineer as necessary to control soil erosion . Temporary pollution-control measures shall be used to prevent or correct erosion that may develop during construction prior to installation of permanent pollution control features , but are not associated with permanent control features on the project. The Engineer will limit the area of preparing right -of-way, clearing and grubbing , excavation and borrow to be proportional to the CONTRACTOR 'S capab ility and progress in keeping the finish grading , mulching , seeding , and other such permanent pollution -control measures current in accordance with the accepted schedule . Should seasonal conditions make such limitations unrealistic, temporary soil-erosion -control measures shall be performed as directed by the Engineer. 0 6/2 0/08 1. Waste or disposal areas and construction roads shall be located and constructed in a manner that will minimize the amount of sediment entering streams . 2 . Frequent fordings of live streams will not be permitted ; therefore , temporary bridges or other structures shall be used wherever an appreciable number of stream crossing are necessary. Unless otherwise approved in writing by the Engineer, mechanized equ i pment shall not be operated in live streams. 3. When work areas or material sources are located in or adjacent to live streams , such areas shall be separated from the stream by a di ke or other SP-39 barrier to keep sediment from entering a flowing stream . Care shall be taken during the construction and removal of such barriers to minimize the muddying of a stream. 4. All waterways shall be cleared as soon as practicable of false work , piling, debris or other obstructions placed during construction operations that are not part of the finished work . 5. The Contractor shall take sufficient precautions to prevent pollution of streams, lakes and reservoirs with fuels, oils , bitumens, calcium chloride or other harmful materials. He shall conduct and schedule his operations so as to avoid or minimize siltation of streams, lakes and reservoirs and to avoid interference with movement of migratory fish . E. SUBMITTAL: Prior to the start of the applicable construction, the Contractor shall submit for approval his schedules for accomplishment of soil-erosion-control work and his plan to keep the area of erodible-earth material to a minimum . He shall also submit for acceptance his proposed method of soil-erosion control on construction and haul roads and material sources and his plan for disposal of waste materials . No work shall be started until the soil-erosion control schedules and methods of operations have been reviewed and approved by the Engineer. F. MEASUREMENT AND PAYMENT: All work, materials and equipment necessary to provide temporary erosion control shall be considered subsidiary to the contract and no extra pay will be given for this work. 91 . GREEN CEMENT POLICY: As per Fort Worth City Council Resolution 3536, the City Manager is authorized to specify the purchase of dry kiln cement as the base bid in City of Fort Worth bid projects, with an alternative bid for the purchase of cement from an unspecified source and preferential purchasing for bids from a cement kiln with emissions not exceeding 1.7 pounds of NOx per ton of clinker produced. In cases where cement meeting the above requirements is not available, and where cement from a non-compliant source must be utilized, the Contractor shall furnish good faith effort documentation in the form of letters from two North Texas cement suppliers of green cement stating that no stock of green cement is available for the contractor at that time. These letters shall be considered valid for a maximum of one week after which new letters must be submitted to the Project Inspector if green cement continues to remain unavailable. All related costs for complying with the Green Cement Policy shall be considered subsidiary to the applicable project pay items . The contractor shall submit the Green Cement Policy Compliance Statement or the good faith effort documentation at the time the of bid opening of the project. A copy of the Compliance Statement is attached at the end of this section. Failure to comply with the Green Cement Policy may result in rejection of the bid as non-responsive. 92 . 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 06/20/08 SP -40 "State of Texas Uniform Act Regulating Traffic on Highways," codified as Article 6701d Vernon's Civil Statutes, pertinent sections being Section Nos . 27, 29, 30 and 31. Unless otherwise included as part of the Construction documents, the Contractor shall submit a traffic control plan (duly sealed, signed and dated by a Registered Professional Engineer (P.E.) in the state of Texas), to the City Traffic Engineer [Tel (817)392-8770] at or before the preconstruction conference. The P.E. preparing the traffic control plan may utilize standard traffic reroute configurations posted as "Typicals" on the City's Buzzsaw website. Although work will not begin until the traffic control plan has been reviewed and approved, the Contractor's time will begin in accordance with the timeframe mutually established in the 'Notice to Proceed' issued 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 871-7738) to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above-referenced manual and such temporary sign must be installed prior to the removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent sign can be reinstalled, the Contractor shall again contact the Signs and Markings Division to reinstall the permanent sign and shall leave his temporary sign in place until such reinstallation is completed. Work shall not be performed on certain locations/streets during "peak traffic periods" as determination 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 ." The lump sum pay item for traffic control shall cover design, and I or installation and maintenance of the traffic control plans. 06/20/08 SP-41 (To be printed on Contractor's Letterhead) Date : ____ _ DOE No: PROJECT NAME: Water/Sanitary Sewer and Paving/Storm Drain Improvements for: MAPSCO LOCATION: -- LIMITS OF CONST.: -------------Estimated Duration of Construction on your Street : _ days THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL < REPLACE WATER AND/OR SEWER LINES -RECONSTRUCT THE STREET> ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HA VE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <C ITY INSPECTOR> AT <TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL 871-7970 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL. 06/20/08 SP -42 PAR TE SPECIFICATIONS The City of Fort Worth 's "Standard Specifications for Street and Storm Drain Construction " will govern this project, except as modified by the Contract Documents and the plans . A copy of these Standard Specifications may be purchased at the office of the Transportation and Public Works Director, 1000 Throckmorton Street, 2"d Floor, Municipal Building, Fort Worth, TX 76102. "Texa s Departm ent of Transportation Standard Specifications for Construction of High ways, Stree ts and Bridges ", latest edition, are also referenced by the plans and Contract Documents for signal installations . "Standard Sp ecifications for Public Works Construction ", latest edition, as published by the North Central Texas Council of Governments (NCTCOG) shall cover any remaining items not included by the Fort Worth or TxDOT Standard Specifications or modified specifically by the plans or Contract Documents . SECTION NUMBER 1.0 2.0 2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 2.10 2.11 2.12 2.13 2.14 2.15 2.16 2.17 2.18 2.19 2.20 2.21 3.0 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 TRAFFIC SIGNAL SPECIFICATION TABLE OF CONTENTS DESCRIPTION GENERAL SPECIFICATIONS FOR CONSTRUCTION OF TRAFFIC SIGNALS MATERIALS General Notes Traffic Signal Heads LED Traffic Signal Lamp Units Traffic Signal Head Louvers Traffic Signal Head Mounting Hardware Pedestrian Signal Head LED Pedestrian Signal Lamp Unit Pedestrian Signal Head Mounting Hardware Pedestrian Pushbutton Assemblies Luminaires Conduits and Related Hardware Microwave Vehicle Detectors Video Vehicle Detection Units Detector Cable Multi-Conductor Cable Power Lead-In Cable Ground Boxes Traffic Signal Structures Foundations Hardware Paint (Non Streetscape Structures) Grounding Conductor and Grounding Rod INSTALLATION OF TRAFFIC SIGNAL COMPONENTS Installation of Electrical Service Installation of Conduit Install ation of Cable Grounding Vehicle Detector Loop Installation Concrete Foundations for Signal Structures Installation of Traffic Signal Structures Installation of Signal Heads , Pedestrian Heads and Push Buttons Controller Cabinet Preparation Traffic Signal Specifications -Part E City of Fort Worth PAGE NUMBER 3 5 5 6 7 8 8 10 10 11 12 12 13 13 16 19 19 19 19 20 21 21 22 22 22 22 25 28 28 29 30 32 33 July 2008 Page 1 SECTION NUMBER 3.10 3.11 3.12 4.0 5.0 6.0 6.1 6.2 6.3 6.4 6.5 7.0 7.1 7.2 7.3 7.4 7.5 8.0 9.0 10 .0 11.0 12.0 TRAFFIC SIGNAL SPECIFICATION TABLE OF CONTENTS DESCRIPTION Installation of Microwave Detector Units Installation of Video Detection Units Installation of Emergency Vehicle Detector Units INST ALLA TI ON AND RELOCATION OF TRAFFIC SIGNS AND DAMPERS PRESERVATION OF LANDSCAPING, SPRINKLER SYSTEMS, AND PRIVATE PROPERTY REMOVAL OF MISCELLANEOUS ITEMS Removal of Traffic Signal Equipment Removal and Replacement of Curbs and Walks Removal of Foundations Removal of Ground Boxes Removal of Signs SAMPLING AND TESTING General Notes Concrete Vehicle Detector Loops Signal Cables Controller Cabinets WARRANTIES/GUARANTEES TRAFFIC SIGNAL MAINTENANCE DURING CONSTRUCTION BARRICADES PAYMENT FOR FURNISHING AND INST ALLING CONTRACT ITEMS EXPERIENCE AND QUALIFICATIONS Traffic Signal Specifications -Part E City of Fort Worth PAGE NUMBER 33 33 33 33 34 34 34 34 35 35 35 35 35 36 36 36 36 37 37 37 38 39 July 2008 P age 2 TRAFFIC SIGNAL SPECIFICATIONS 1.0 GENERAL SPECIFICATIONS FOR CONSTRUCTION OF TRAFFIC SIGNALS 1.1 This specification, the General Conditions and the Special Provisions for construction in the City of Fort Worth (the City), where applicable , shall govern the materials and installation of traffic control signals , including illumination, at the intersections . In the event of a conflict , the plan set and detail sheets shall control. 1.2 This project shall consist of installing materials and equipment necessary to complete the traffic signal at locations as set out in the construction plan set. The Contractor shall furnish all required materials and equipment not provided by the City, and shall install signal systems in the sequence specified by the Traffic Services Manager or designee . The City will issue the anticipated sequence of work locations at the time the Notice to Proceed is issued . 1.3 All installation work shall be in accordance with the applicable sections of the National Electrical Code (NEC), local ordinances and regulations , these specifications, the standard detail sheets accompanying the plans , and those applicable sections of the City 's Standard Specifications for Street and Storm Drain Construction. In the event that these specifications should be less restrictive than the NEC , the NEC shall prevail. Any deviation from these specifications or standard detail sheets shall be considered unacceptable unless authorized in writing by the Traffic Services Manager or designee. All workmanship shall be of the highest quality. Finished work shall be neat and uncluttered in appearance. The City will have the authority to bar from this project any Contractor's employee whose work is judged substandard and unacceptable by the project City Inspector with approval of the Traffic Services Manager or designee. The Contractor shall schedule his work so as to cause the minimum interference with traffic and the operation of the existing signal system. Existing signals may be turned off or placed on flash for modification and/or equipment installation only with the approval of the Traffic Services Manager or designee with a minimum of 48 hour notice. The Contractor's responsibility in regard to Traffic Signal installation work shall consist of the following items : (A) Furnishing and installing signal equipment including : signal structures, conduits , ground box es , signal head assemblies , detector units, AC service , conductors , concrete, reinforcing steel , forms for structure foundations , grouting materials , painting materials , detector loop saw cut and sealing materials , signs, miscellaneous nuts , bolts, and washers , and all other miscellaneous equipment as required to complete the project, including all necessary barricades or devices required to maintain proper traffic control in accordance with the lat est version of the Tex as Manual on Uniform Traffic Control Devices (TMUTCD). Traffic Signal Specific ations -Part E City of Fort Worth July 2008 Page3 - (B) Installing and connecting equipment supplied by the City, including but not limited to controller-cabinet assemblies , signal poles , mast arms , emergency pre-emption devices and video detection systems. (C) Maintaining existing traffic signal operations including providing all materials and labor. (D) Removing and salvaging existing traffic signal or street light equipment as designated in the plans. (E) It shall be the responsibility of the contractor to perform the following at no additional compensation: 1. Prevent any property damage to property owner's poles, fences , landscaping, mailboxes, etc., and repair any damages. 2 . Provide access to all driveways during construction. 3. Protect all underground and overhead utilities, including sprinkler systems , and repair any damages 1.4 The Contractor's responsibility for correcting any substandard workmanship and/or materials shall extend for a period of twenty four (24) months from the date the signal is accepted by the City. This workmanship and materials shall include, but not be limited to , signal pole construction, signal head assembly, vehicle detector systems, ground box and conduit installation, signal head and cable installation. 1.5 The Contractor shall coordinate with the Inspector to have a qualified technician on the project site when the traffic signal is placed into operation. 1.6 During the thirty (30) day test period, the City shall be the first respond to any trouble calls. If the City Troubleshooter determines that the repairs are the result of poor workmanship, the Contractor shall complete the repairs. The Contractor shall provide a local telephone number (not subject to frequent changes) where trouble calls are to be received on a 24-hour basis . The Contractor's response time to reported calls shall be within a reasonable travel time, but not more than two (2) hours max imum. Appropriate repairs shall be made within 24 hours. If, after further diagnosing the problem, the qualified technician determines the problem is in the equipment supplied by others, the Contractor shall notify the Inspector. NO EXTRA COMPENSATION WILL BE ALLOWED FOR FULFILLlNG THE REQUIREMENTS STATED ABOVE. The City of Fort Worth, Traffic Services Division will furnish the traffic signal controller and cabinet. The Contractor shall connect all field wiring to the controller-cabinet assembly. The City will assist in determining how the detector loop lead-in cables are to be connected in the cabinet. The City will program the controller, the conflict monitor, detector units , and other equipment in the controller cabinet and turn on the traf fic signals. The contractor shall obtain the signal cabinet from the City of Fort Worth, Traffic Services Division, 5001 James A venue . The Contractor shall notify the Inspector at least 3-working days prior to picking up the controller-cabinet assembly. Traffic Signal Specifications -Part E City of Fort Worth July 2008 Page4 .... 1.7 The locations of traffic signal foundations, bases, conduit, detectors, etc., shown on the plans are approximate. The Contractor shall give the Inspector 48 hours notice of his intention to establish the final location of any foundations, bases, conduit, detectors, etc., and have the locations approved on the ground by the Project Engineer or an authorized representative. 1.8 The location and depth of all utilities shown on the plans are approximate and there may be other unknown utilities existing not shown on the plans that should be field verified and protected by the contractor prior to the start of construction. The contractor shall contact DIG TESS and all appropriate utility companies as needed 48 hours prior to doing any work in the area including the following City of Port Worth offices: a. City Utility Mains (Water, Sewer) 817-871-8275 b. City Traffic Signals, Street Lights and Storm Drains 817-392-8100 1.9 Whenever the work provided for and contemplated under the contract has been found by the Inspector to be completed to his / her satisfaction on any individual signalized intersection, or interconnected system of signalized intersections, as shown in the plans, final cleaning up of said signalized intersection has been performed and the traffic signal equipment supplied by the contractor has operated continuously for a minimum of thirty (30) days in a satisfactory manner, the Contractor will be released from further maintenance on that particular intersection. Such partial acceptance will be made in writing and shall in no way void or alter any terms of the contract. 2.0 MATERIALS 2.1 General Notes 2.1 .1 It is the Contractor's responsibility to furnish all materials necessary to complete each traffic signal installation, whether the item is specifically mentioned or not. All unspecified materials (i.e., electrical tape, bolts, and nuts, etc .) shall meet the requirements of the National Electrical Code. All materials supplied by the Contractor shall be new un-depreciated stock. 2 .1.2 Certain sections of these specifications list examples of acceptable brands and model numbers of the items described. Items of equal durability, performance, and design may be substituted upon City acceptance. Bidders may be required to submit to the Traffic Services Division information on materials they desire to furnish and install. A two year warranty shall be required on all other equipment furnished. A list of cities, towns, etc., where the equipment being bid has been in field service for at least two (2) years may be required by the City of Port Worth for reference. The list shall contain names and phone numbers of persons who can be contacted for such reference. If the guidelines listed above are not met, the bid and the equipment shall not be accepted. 2.1.3 If more than one unit of a given bid item is required, then the Contractor shall ensure that all units are the product of one manufacturer, unless otherwise directed by the Traffic Services Manager or designee. 2.1.4 All materials furnished by the Contractor shall become the property of the City of Port Worth, effective upon successful completion of a 30 day test period . Except for materials supplied Traffic Signal Specifications -Part E July 2008 City of Port Worth Page 5 - by the City, the Contractor shall have full responsibility for materials until the date of acceptance with respect to damage, theft, or loss. 2.1.5 Prior to final acceptance by the City, the Contractor is responsible for removal, replacement and reinstallation of any damaged material at the Contractor's expense. 2.2 Traffic Signal Heads Each traffic signal head supplied shall meet the following requirements: 2.2.1 The housing and doors of the signal head shall be made of die cast aluminum alloy in accordance with A.S.T .M . Specification B85-57T. Sandcast aluminum alloy shall be used for other parts of the signal head if in accordance with A.S .T .M. Specification B26 -57T. The visors shall be fabricated from aluminum sheet conforming to the A.S.T.M. Specification B-209-57T. All miscellaneous parts such as hinge pins, lens clips, locking devices, etc . shall be made of a non-corrosive material. 2.2.2 The housing of the signal heads shall be constructed of interchangeable sections. All exterior mating surfaces shall be flat to assure waterproof and dust-proof assembly of sections. The top and bottom of the sections will have an opening approximately two (2) inches in diameter to permit the entrance of one and a half (1-Yz) inch pipe nipples. Each section shall have serrated openings or equivalent, for providing a positive and locked positioning of signal sections when used with serrated mast arm or span wire mounting brackets. 2.2.3 The door and lens housing shall be equipped with a watertight and dust-tight molded neoprene gasket. The door of each signal section shall be attached to the housing in a watertight and dust-proof manner. Non-corrosive hinge pins and two (2) wing screws will be furnished on each door for opening and closing without the use of special tools. These hinges and screws shall be of such design as to allow even gasket pressure . 2.2.4 Each signal head section shall be furnished with a detachable tunnel type visor unless otherwise specified. Visors shall be a minimum of ten (10) inches in length ( depth) for twelve (12) inch signals, or a minimum of seven (7) inches in length (depth) for eight (8) inch signal heads where specifically called for in the construction plans. Visors shall be attached to the door assemblies in a manner that facilitates field removal and installation. Visors shall be fabricated from aluminum and shall not form a complete circle and shall have the bottom open, unless louvers are required. 2.2.5 Traffic signal housing shall be furnished with LED inserts that comply with section 2.3 of these specifications and shall be in the standard red, amber and green configuration as specified by the most current version of the "Texas Manual on Uniform Traffic Control Devices" (TMUTCD). 2.2.6 A screw down type terminal block shall be provided with each signal head for facilitating field wiring. The pigtail leads from the lamp receptacles shall be connected to a common terminal block within the head assembly. Each terminal block will be at least a six (6) position, twelve (12) terminal strip securely fastened at both ends to the signal housing. Traffic Signal Specifications -Part E City of Fort Worth July 2008 Page 6 2.2 .7. All traffic signal heads shall conform to the requirements of the most current version of the Texas Manual On Uniform Control Devices in color and arrangement. The housing and outside surface of the visors shall be "Federal Yellow" in color. The inside surface of visors shall be a "Dull" or "Flat-black" color. The outside surface shall have a minimum of two (2) coats of baked chrome yellow enamel (TT-C-595E 1310), Munsell notation O.YP 47 /15 /3, per FAA Specification L-802-B and ASTM D 1535. 2.3 LED Traffic Signal Lamp Unit 2.3.1 This specification describes the minimum acceptable design and performance requirements for a 12 in. (300mm) or 8 in (200 mm) LED (light emitting diode) traffic signal lamp unit. The equipment furnished shall conform to these Specifications. Further, the equipment shall conform to the applicable requirements of: the Underwriter's Laboratory Incorporate (UL); the American Society for Testing and Materials (ASTM); the American Standards Institute (ANSI); the National Electrical Manufacturer's Association (NEMA); and other applicable standards and specifications. (A) The LED traffic signal lamp unit shall comply at a minimum with the Institute of Transportation Engineers (ITE) specification for Vehicle Traffic Control Signal Head -Light Emitting Diode (LED) Circular Signal Supplement (YTCSH); adopted June 2005, for circular indications and Vehicle Traffic Control Signal Head Part 3: Light Emitting Diode (LED) Arrow Traffic Signal Modules for arrow indications. (B) The LED shall have an "incandescent" look, using the minimum number of LED's that comply with the ITE specification. (C) If proper orientation of the LED unit is required for optimum performance, a clear, durable and unmistakable marking shall be provided on each lens as to its proper orientation (top or bottom). (D) The manufacturer's name, serial number and other necessary identification shall be permanently marked on the backside of the LED traffic signal lamp unit. A label shall be placed on the unit certifying compliance to ITE standards. 2.3 .3 Documentation Requirements (A) Each LED traffic signal lamp unit shall be provided with the following documentation: (B) (1) Complete and accurate installation guide. (2) Contact name, address, and telephone number for the representative, manufacturer, or distributor for warranty repair. A copy of a test report certified by an independent laboratory that the LED traffic signal lamp model submitted meets all the requirements of these specifications in accordance with ITE VTSCH Part 2. Traffic Signal Specifications -Part E City of Fort Worth July 2008 Page 7 2.4 Signal Head Louvers 2.4.1 Louvers shall be provided for those signal sections indicated in the plans. All louvers shall be of such design as to provide visibility of the lens for the intended lane of traffic as indicated by the plans and block visibility to all other lanes. 2.4.2 The internal arrangement of each louver shall consist of 5 vanes or 7 baffles with 7 degree cut-off right of center, or unless specifically call for in the plan set. All louvers or baffles shall have a flat black finish. Each louver or baffle shall be of suitable weight and size to fit inside the full circle visor furnished for the intended signal section. 2.4.3 Louvers shall be secured by rivets to the visor. Baffles shall be secured by sponge 0-rings. 2.5 Traffic Signal Head Mounting Hardware 2.5.1 Mast Arm Mount Signal Bracket, I-Way Cable Mount The product bid shall be equal to or better than the mast arm mount signal bracket, 1-way cable mount, for 3 to 5 section head with 84" cable and 74" long gusseted tube manufactured by Pelco, part no. AB-0125 . General Specifications are below. 2.5.2 Mast Arm Mount Signal Bracket, I-Way Cable Mount, Clamp Assembly The product bid shall be equal to or better than the mast arm clamp assembly with 84" cable manufactured by Pelco, part no. AB-3009. General Specifications are below. 2.5 .3 Mast Arm Mount Signal Bracket, 2-Way Cable Mount The product bid shall be equal to or better than the mast arm mount signal bracket, cluster cable mount, for 5 section signal head with 84" cable manufactured by Pelco, part no. AB- 0138. General Specifications are below. 2.5.4 General Specifications for Traffic Signal Head Mounting Hardware (A) The bracket shall be completely adjustable such that it is capable of rotational adjustment about the bracket axis, vertical adjustment, rotational adjustment about the mast arm and rotational adjustment right & left from the vertical plane. (B) The bracket shall be provided with aircraft type stranded cable for fastening the bracket to the supporting arm or structure. The bracket shall be easily adjustable to fit all sizes of round, octagonal, elliptical or other shaped structure without special tools or equipment. (C) The bracket shall attach to the signal in a clamping manner holding the signal both top and bottom in order to assure maximum rigidity. For the one-way cable mount, a standard bracket shall accommodate all major signal manufacturers' signals from a three (3) section I-way 8" and 12 " signal through a five (5) section I-way 12 " signal and any combination thereof including 3M and ICC configurations . For the two-way cable mount, a standard bracket shall accommodate all major signal manufacturers' Traffic Signal Specifications -Part E July 2008 City of Fort Worth Page 8 signals from a three (3) section 2-way 8" signal through a three (3) section 2-way 12" signal and any combination thereof including 3M and ICC configurations. (D) All electrical wiring shall be completely concealed within the bracket. The vertical support shall be a gusseted "C" shaped extruded aluminum tube to accommodate the signal cable regardless of vertical positioning of the tube. (E) Upper & Lower Arms: Shall be cast from 319 aluminum or equivalent. The lower bracket arm shall be internally threaded to accommodate the threaded vertical support tube. The lower arm shall be furnished with ABS plastic covers, which will slide and snap into position without the use of fasteners or tools. All upper and lower arms shall have 72 tooth serrations cast into the arm to assure a positive lock with signal housing and shall be secured about their rotational axis with setscrews. Both upper and lower arms shall have a tri-bolt arrangement for attachment to the signal housing. Opening in the lower arms shall accommodate a minimum of 3, 12 conductor 14 gauge cables . (F)) Vertical Support Tube: Shall be a double gusseted tube extruded from 6063-T6 aluminum alloy or equivalent and have a cross section. Each tube shall be complete with a vinyl closure strip and be threaded on one end to accommodate the lower arm assembly. (G) Mast Arm Clamp Assembly: Both male and female halves shall be cast from 713 aluminum alloy or equivalent. The male clamp half shall be secured within the female half, utilizing a spring steel retainer ring. Such assembly shall provide an unobstructed center of 2 3/8" minimum diameter, allowing for 360 degree rotation of the clamp assembly. There shall be no internal cross bracing assembly obstructing the center opening. (H) Aircraft Type Stranded Cable: Shall be fabricated in one piece with a minimum diameter of 3/16" either galvanized or stainless steel. The cable shall be complete with 7 /16" stainless steel clamp screw permanently attached to each end. Each clamp screw shall be fitted with a stainless steel hex nut, SAE flatwasher and an aluminum- bearing washer. The clamp screw shall be flattened on two opposite sides for wrench accommodation. The stranded cable shall be of sufficient length to fasten the clamp assembly to a minimum pole diameter of 8.6". (I) Hardware: Each bracket shall be complete with all necessary bolts, washers, gaskets, etc . to allow assembly of the signal to the bracket and the bracket to the mast arm. (J) Finish: All aluminum parts shall have an Alodine (or equivalent) finish . All steel parts shall have a federal yellow zinc di-chromate finish. Traffic Signal Specifications -Part E City of Port Worth July 2008 Page9 2.6 International Pedestrian Signal Housing 2.6.1 These specifications cover the minimum requirements for a single-section pedestrian signal housing with international hand/walk symbol. The housing shall be fitted with an LED module that has an incandescent look and complies with Section 2. 7 of these specifications. 2.6.2 The housing shall be a one-piece corrosion resistant aluminum alloy die-casting with integrally cast top , bottom and sides that are weather proof and dust-tight. It shall be right & left drilled for clamshell attachment and shall have top and bottom ports that are opened and capped and will accommodate standard 1 Yz " pipe. 2.6 .3 The approximate size of housing (including body, door, and ears) shall be 18.5"H x 18.75"W x 8"D . 2.6.4 The doorframe shall be a one-piece corrosion resistant aluminum die-casting. 2 .6.5 The unit shall be powder coated federal yellow. 2 .6.6 The unit shall have a black z-crate visor that fits inside the assembly door and is secured with screws to minimize movement. 2.6 .7 It shall have a standard three-position terminal block, pre-wired to receptacles to permit easy field installation of a power supply. 2.6.8 All necessary hardware shall be provided with housing. Rivets shall be aluminum and bolts, lock washers, screws , eyebolt assembly and pins shall be stainless steel. 2.7 LED Pedestrian Signal Lamp Unit LED pedestrian indications must meet the following requirements: The equipment furnished shall conform to these Specifications. Further, equipment supplied shall conform to the applicable requirements of: the Underwriter's Laboratory Incorporate (UL); the American Society for Testing and Materials (ASTM); the American Standards Institute (ANSI); the National Electrical Manufacturer's Association (NEMA); and other applicable standards and specifications. 2 .7 .1 General The single combination WALK (man) and DON'T WALK (hand) LED unit shall be designed to retrofit existing pedestrian signal housings without the use of any special tools. (A) Installation of a retrofit replacement LED traffic signal lamp unit into an existing signal housing shall only require removal of the existing lens , reflectors, and incandescent lamps, fitting of the new unit securely in the housing door, and connecting to existing electrical wiring or terminal block by means of simple connectors. Traffic Signal Specifications -Part E City of Fort Worth July 2008 Page 10 (B) If proper orientation of the LED unit is required for optimum performance, a clear, durable and unmistakable marking shall be provided on each lens as to its proper orientation (top or bottom). (C) The manufacturer's name, serial number and other necessary identification shall be permanently marked on the backside of the LED traffic signal lamp unit. A label shall be placed on the unit certifying compliance to ITE standards. 2. 7 .2. Physical and Mechanical Requirements (A) The LED traffic signal lamp unit shall fully conform to Institute of Transportation Engineers (ITE) Equipment and Materials Standards, Vehicle Traffic Control Signal Heads (VTCSH) part 2: LED vehicle Signal Modules . 2.7.3 Documentation Requirements (A) Each LED traffic signal lamp unit shall be provided with the following documentation: (1) Complete and accurate installation guide. (2) Contact name, address, and telephone number for the representative manufacturer, or distributor for warranty repair. (B) A copy of a test report certified by an independent laboratory that the LED traffic signal lamp model submitted meets all the requirements of these specifications in accordance with ITE VTSCH Part 2. 2.8 Pedestrian Signal Head Mounting Hardware Each pedestrian signal head mounting hardware must meet the following requirements: 2.8.1 The pedestrian signal head mounting hardware shall be the clamshell mount type equivalent to or better than the clamshell #4805 manufactured by McCain. 2.8.2 The subject mounting hardware shall be a two piece, cast aluminum alloy assembly. The two separate castings shall be joined in the final assembly by the use of stainless steel spnngpms. 2.8.3 The pole half of the assembly shall be designed to adapt to a wide range of pole configurations ( 4 inch minimum diameter). 2.8.4 Unit .construction shall allow band-it type mounting. Band-it type mounting shall be permitted by two recessed slots near the top and bottom of the pole half of the assembly. 2.8.5 The pedestrian assembly shall be capable of being mounted on the pole by lining up the mounting pins of the pole half with the mounting ears of the pedestrian assembly and lowering it into position. Traffic Signal Specifications -Part E City of Fort Worth July 2008 Page 11 2.8.6 Three sets of screw terminal pairs shall be located on a terminal block in the upper third of the head half of the clamshell assembly. 2 .8.7 A closed cell neoprene sponge gasket shall be provided on the mating surfaces of the two halves of the assembly to compete the rain-tight construction . 2.9 Pedestrian Push Button Assemblies 2.9 .1 The product bid shall be equivalent to or better than the Bulldog pushbutton BDLM2-Y with Bulldog Pole Mount BDPM-X manufactured by Polara and shall meet the following specifications . 2.9.2 Button must be highly vandal resistant and pressure activated with essentially no moving parts. Button must be able to withstand an impact from a baseball bat or hammer. 2.9.3 Button housing must be cast aluminum powder coated federal yellow. 2.9 .4 Button cap must be made of 316 stainless steel. 2 .9.5 Switch must be solid state electronic Piezo switch rated for 100 million cycles with no moving plunger or moving electrical contacts. 2.9.6 Button must have LED to give indication of button being pushed. 2.9.7 Button must give a two toned beep indication of button being pushed (one tone for push, one tone for release). 2.9.8 Button must have built in surge protection. 2.9.9 Button must be able to hold the call for a minimum of 5 seconds. 2.9.10 Button must operate immediately after being completely immersed in water for 5 minutes. 2.9 .11 Button must not be able to allow ice to form such that it would impede function of button or button cap. 2 .9.12 All switch electronics must be sealed within the cast aluminum housing. 2.9 .13 Button must have raised ridges to protect the button from side impacts. 2.9.14 The button shall come complete with a aluminum round housing to be mounted to the signal pole. The housing shall be cast aluminum powder coated federal yellow. 2.9 .15 All necessary pole mounting hardware shall be supplied. 2.10 Luminaires 2 .10.1 When luminaires are to be installed on steel mast arm poles, a separate fusetron link shall be provided in the signal pole access compartment. The conductors from the pole base to the Traffic Signal Specifications -Part E July 2008 City of Fort Worth Page 12 luminaire shall be #8 XHHW wire. Luminaires shall have a multi-tap (120 / 240 volt) ballast. 2.10.2 The luminaire head shall be a 'cobra ' type with drop lens. Each unit shall come with a photo cell switch mounted on the top. Each luminaire shall contain a 200 watt high pressure sodium bulb. 2.11 Conduits and Related Hardware 2.11.1 Conduit: All polyvinyl chloride conduits, including elbows and couplings shall be schedule 40 PVC conduit, conforming to Federal Specification W-C-1094 and Underwriters' Laboratories, Inc. Standard UL-651. All conduit sizes shall be as indicated on the plans. 2.11.2 Rigid metal: Rigid metal conduit shall be steel, hot-dipped galvanized inside and outside. 2.11.3 Weather heads shall be made of aluminum and may be the threaded or the clamp on type. 2.12 Microwave Overhead/ Side-mounted Vehicle Detector 2 .12.1 General (A) This item shall govern for the mm1mum acceptable design and installation requirements for an overhead or side-mounted microwave vehicle presence detector. All equipment required to interface with a traffic signal controller will be subsidiary to this pay item. (B). The unit shall detect the continuous presence of every type of vehicle. (C) The horizontal range for detection shall be from a minimum of 1 ft . (300 mm) to a maximum of 80 ft. (24,400 mm) at a mounting height of 20 feet. (D) The sensor shall be able to hold the detection until the zone 1s cleared. Additionally, the sensor shall be able to tune-out stationary targets that remain within the detection zone for a minimum programmable time with one (1) minute resolution from one (1) to thirty (30) minutes. (E) The sensor shall self-tune to its detection zone with no external adjustments other than physical alignment after the initial set-up. There will be no tuning controls of any kind which will require an operator once the unit has been properly installed with the set-up software. (F) The detector output must be directly compatible with the controller cabinet detector input. (G) The detector shall be capable of continuous operation over a temperature range of - 35 F to + 165 F (-31 C to 78 C). Traffic Signal Specifications -Part E City of Fort Worth July 2008 Page 13 2.12.2 Functional Requirements (A) The microwave unit must have Federal Communications Commission (F.C.C .) certification. The FCC-ID number must be displayed on an external label. The detector will operate at a frequency , as allowed under the F.C.C. Rules, Part 15. (B) Cabinet power utilized by a detector power supply will range from 90 to 135 VAC. The detector will be self-contained. The power supply shall be an integral part of the unit. External power supplies shall not be allowed. (C) The unit will have an electro-mechanical SPDT relay to send a signal to the controller. (D) No component shall be of such design, fabrication, nomenclature or other identification as to preclude the purchase of said component from any wholesale electronic distributor. (E) The unit must employ a circuit for power failure to put the relay to a fail-safe position (recall) during a power failure. (F) The detector must have a monitoring circuit for the transceiver that will change the output relay to the fail-safe position in the event of a component failure. (G) The detector shall work either as a side of the pole mounted detector or as an overhead mounted detector at a height range of 12 ft. to 24 ft. (3650 mm to 7300 mm). (H) All set -up and diagnostic software shall be provided to run on a Windows XP or Windows NT based operating system. 2.12.3 Mechanical Requirements (A) Each sensor shall be enclosed in a finished fabricated plastic and aluminum chassis with a minimum 4 in. (100 mm) wide by 5 in . (130 mm) high front plastic panel. The front plastic panel shall be constructed of a high impact plastic that covers the opening in front of the antenna. (B) Each detector chassis will be water resistant without the use of silicone gels or any other material that will deteriorate under prolonged exposure to ultraviolet rays. (C) The printed circuit board shall be coated with a solder mask material that resists moisture and fungus. The solder mask shall have a silk screen to provide a label for each component on the printed circuit board. (D) The sensor shall be furnished with a bracket designed to mount directly to a pole or overhead mast-ann structure. (E) The sensor shall interface with the set-up software via a RS-232 port with a baud rate of 1200. Traffic Signal Specifications -Part E City of Fort Worth July2008 Page 14 (F) The maximum size of the detector shall be: Height: 8.00 in. (200 mm) w/ mounting bracket Width : 4.25 in. (108 mm) Depth : 10.50 in. (270 mm) 2.12.4 Functional Tests: (A) The manufacturer will test all microwave units to insure compliance to all F.C.C. and department specifications. 2.12 .5 Software (A) The set-up software shall be menu driven and shall utilize a Windows XP or Windows NT type format for operating the software. (B) An on-line help shall be provided as an integral part of the system software. (C) The operator shall be able to perform the following functions through the set-up software: 1. View a detection output from the unit. 2. View a low microwave signal from the unit. 3. Program the average intersection cycle time in the set-up software. 4 . Program the presence time-out in one (1) minute intervals from one (1) to thirty (30) minutes. 5. Program a delay time from zero (0) to twenty-five (25) seconds m one (1) second intervals . 0 = off. 6. Program a delay inhibit time from zero (0) to twenty-five (25) seconds in one (1) second intervals . 0 = off. 7. Provide a quick re-tune feature for re-tuning in an expedited fashion under ideal background conditions. (D) The operator shall be able to perform the following advanced program functions through the set-up software: 1. Select and program a new sensor I.D. for each sensor. 2. Program a response time for the sensor. Traffic Signal Specifications -Part E City of Fort Worth July 2008 Page 15 3. Program a hysteresis value from a selection of: Low, Medium, or High 4. Program a profile value for each sensor. (E) The operator shall be able to view the signature of the microwave and the deviation parameters of the microwave for each sensor through the set-up software. 2.12.6 Documents The Manufacturer shall supply an hardware installation guide and a software set up and user manual. 2.13 Video Detection System (Does not apply to this contract) 2.13 .1 This specification describes the minimum acceptable design and performance requirements for a video detection system to be furnished and installed in the City of Fort Worth, Texas for the Transportation and Public Works Department. The Contractor shall furnish all labor, materials, equipment and incidentals necessary to provide a video detection system . 2.13 .2 The equipment furnished shall conform to these Specifications and conform to the applicable requirements of: the Underwriter's Laboratory Incorporate (UL); the American Society for Testing and Materials (ASTM); the American National Standards Institute (ANSI); the National Electrical Manufacturer's Association (NEMA); The Institute of Transportation Engineers (ITE), and other applicable standards and specifications. 2 .13 .3 The Contractor shall furnish and install a functional Video Detection System. The system shall detect the presence of vehicles on all approaches of the intersection and be operationally compatible with controllers and conflict monitors currently used by the City of Port Worth. 2.13 .4 The Video Detection System shall be equal or equivalent to the items listed in item 2.13. 7 below. Any video detection system proposed by the Contractor must meet all functions provided by the system components listed. 2.13.5 The video detection component of this system is generally composed of 4 camera/processor combination units and associated hardware. 2.13.6 The Video Detection System must be Autoscope Solo Pro or equivalent and capable of performing the following functions: The Video Processor System (VPS) shall be capable of providing up to sixteen (16) detector outputs to a Type 170 traffic controller from up to eight (8) camera/video processor units (CNPU). Each CNPU field of view shall provide a minimum of thirty-two (32) virtual detection zones for vehicle detection. The specific number ofCNPUs to be provided is shown on the plan sheets for each intersection. The Video Processor Unit (VPU) shall reside in each camera housing . The video output from the CNPU shall be in color with active detection zones overlayed on full motion video. Connection from the controller cabinet to the camera/processor mu st be twisted wire pairs only. No coaxial cable shall be used from the controller cabinet to the cameras . The CNPU shall be able to simultaneously perform vehicle presence detection while computing and storing Traffic Signal Specifications -Part E City of Port Worth July 2008 Page 16 traffic data parameters for user selected intervals of 10 , 20 , or 30 seconds or 1, 5, 10 , 15 , 30 , or 60 minutes. These parameters must include vehicle counts , flow rate , classification, occupancy, and speeds. The CNPU shall be capable of operating in an IP-addressable multi-drop communications network that allows the traffic data parameters to be polled down to ten (10) second intervals . It shall be possible to verify and download the stored data at any time without disturbing the data currently stored in memory . The CNPU shall be provided with occlusion compensation software on a per detection zone per lane basis in order to minimize overcounting due to large vehicles. Phase Red and Green load switch outputs from up to sixteen (16) phases ofa Type 170 traffic controller shall be provided as inputs to the CNPU for inhibiting detector Extend/Delay timing functions. The CNPU software shall provide Boolean logic gates (AND , OR, NAND , and N of M) that allow the detector outputs to be daisy chained/linked together for customized operation. In addition, the CNPU shall be able to condition the detector outputs based on the state of the associated phase number and color. The following detector types shall be available: Detector Output Type Function Phase State 0 Send a call for every Not applicable vehicle presence detected 1 Extend a call Green Delay a call Not Green 2 Delay a call Green Extend a call Not Green 3 Lock a call Not Green 4 Extend and/or lock a call Not Green 5 Extend and/or lock a call Not Green (with an automatic reset timer) 6 Lock a call Red 7 Reserved for future output type (Defaults to Type 0 output) 8 Calculate dilemma zone Green and automatically extend a call Not Green Send a call for every vehicle presence detected 9 Delay and/or lock a call Red Send a call for moving Not Red vehicles only The serial communication port on the VPS shall be a DB-9 RS-232 connector. The Contractor shall supply a software package that will operate with Windows 3.1, 95 , 98 , and NT. In the direct connect mode , the software resident in the VPS and in the personal computer shall be capable of transmitting and receiving all information needed for detection zone set-up , monitoring vehicle detection by viewing flashing detection zone overlays , and uploading/downloading and interrogating all stored data within the VPS. Future remote communications with the VPS shall be possible with the addition of external communication devices (modem, codec , etc .) using the RS-232 and video output ports on the VPS. The VPS shall be provided with front panel switches and LED indicators that allow an operator to manually select and verify the VPS operating mode , monitor camera Sync and Data operation, and monitor a minimum of 16 outputs and 8 inputs of the VPS without the use of an external device such as a personal computer. The CN PU shall be capable of detecting vehicles for a minimum of eight (8) lanes plus two (2) shoulders on a per camera basis . The CNPU shall also be able to simultaneously detect both approaching and departing vehicl es for each camera field of view . The CNPU operational software shall be stored internally in Flash Memory and be capable of being updated without the removal and replacement of memory devices. The CNPU shall be provided with count, presence, directional presence , speed, stopped vehicles , and queue Traffic Signal Specifications -Part E July 2008 CityofFort Worth Page 17 types of detection zones. An adjustable cycle timer shall be available for dealing with stopped vehicles . The Windows software shall be able to display the traffic parameters on the screen of an SVGA monitor on a per vehicle basis for each detection station by lane. It shall also be possible to view and sort the stored data for selected time intervals. A Clock/Calendar shall be resident in the CNPU software for turning on/off certain parameters used to enhance detection performance, and shall include Daylight Savings compensation. The Contractor shall provide a .125 inch thick aluminum Camera Interface Panel mounted to the wall of the traffic controller cabinet for protecting the CNPU video, data, and power. The panel shall contain as a minimum; one (1) Edco CX06 coax protector per camera (if video is output on coaxial cable), an Edco ACP- 340 for protecting the CNPU power, a 10 amp circuit breaker, and a terminal strip with a minimum of six (6) 8-32 binder head screws for input/output power. The VPS shall be IS09002 registered prior to bid opening . The VPS shall also be a UL recognized component that complies with the requirements ofEN6095D. The VPS at each intersection shall be able to be networked using a 2-TWP interconnect back to the Master Cabinet for future communication to the Traffic Management Center. This communication must be full- duplex RS-485 and be capable of being daisy-chained at each VPS location. A minimum two-year warranty shall be provided commencing with the payment for materials on hand. 2.13.7 Video Detection System Components Item Description 1 Camera/Processor Combination 2 5 Yi Pair 18-Gauge Cable 3 Communications Interface Panel ( 4-Camera) 4 Mini-Hub Detector Card 5 Camera Mounting Bracket, Pelco Model AB-0166-5-84 6 Interface Cable Assemblies 7 Users Guide 8 Field Setup Monitor 9 Installation Assistance and/ or User Training (Days) 2.13. 8 Warranty and Documentation Requirements The Video Detection System shall be warranted against failure due to workmanship or material defects within the first 2 years of field operation. 2.13 .9 If any one component fails, it should be easily identifiable by visual inspection And replaced or repaired per the warranty. 2.13 .1 OEach component shall be provided with the following documentation: A. Complete and accurate installation, set-up and users guide. B. Contact name, address , and telephone number for the representative, manufacturer, and/or distributor for warranty repair. 2.13.11 Measurement and Payment The Video Detection System Installation will be measured as a completed installation and payment will be made at the lump sum price listed on Proposal. The lump sum price shall be full compensation for furnishing, placing, and testing all materials and equipment and for all tools, Traffic Signal Specifications -Part E City of Port Worth July 2008 Page 18 labor, equipment, and incidentals necessary to complete the work. Portions of the work that have not been approved by the Inspector will not be considered complete, and payment shall be withheld until the Contractor has corrected the work to the satisfaction of the Traffic Services Manager or designee . 2.14 Detector Cable 2.14.1 Detector Loop Wire: All detector loop wire shall be #14 AWG, or better if required on the traffic signal layout sheet, stranded, type XHHW one (1) conductor cable. 2.14.2 Detector Lead-In Cable: Loop detector lead-in cable shall be a single four (4) conductor No. 18 AWG, shielded cable . One (1) cable shall service each loop where practical. 2.15 Multi-Conductor Cable 2.15.l All cable for intersection signalization shall be multi-conductor capable of operating at 600 volts maximum, and suitable for use at conductor temperatures not exceeding 75 degrees C (167 degrees F). 2.15 .2 Multi-conductor cable shall be either stranded IMSA 20-1, #14 AWG, stranded copper wire, IMSA 7-1, #16 AWG, stranded copper, or IMSA 5-1, #16 AWG, stranded copper. The copper wire (before insulating) shall meet the requirements of the latest American Society for Testing and Materials (ASTM) standards for uncoated wire. 2.16 Power Lead-In Cable 2.16.1 Power lead-in cable shall be stranded RHW copper wire and suitable for A/C electric service. 2 .16.2 The cable shall be capable of operating at 600 volts maximum and suitable for use at conductor temperatures not exceeding 167 F (75 C). Material and construction shall be in accordance with the applicable requirements ofIMSA and NEC standards. 2 .16 .3 Conductors shall be stranded, anneal coated copper. Copper wire before insulating or stranding, shall meet the requirements of the latest edition of ASTM B-033 (for coated wire). Stranding shall be class B, in accordance with the latest edition of ASTM B-8. 2.16.4 Insulation shall consist of cross-linked thermosetting polyethylene, meeting the requirements ofIMSA and listed by UL as type USE RHW-75C. 2.17 Ground Boxes 2.17.1 General Requirements All ground boxes specified for use at signalized intersections shall satisfy the following general requirements : Traffic Signal Specifications -Part E City of Fort Worth July 2008 Page 19 A.. The top surface of the ground box cover shall have a minimum co-efficient of friction of0.5. B. Boxes shall be stackable for extra height. C. Boxes shall be manufactured from Reinforced Polymer Concrete (RPM) composed of borosilicate glass fiber, a catalyzed polyester resin and an aggregate. Side walls may be reinforced polymer. D. Enclosures and covers shall be rated for a minimum of 5000 lbs. strength over a 10 in. (250 mm) x 10 in. (250 mm) area. All components shall be designed and tested to withstand temperatures as low as -20 F (-4 C). The size and dimensions of the required ground boxes shall be shown on the Ground Box and Detector Details sheet in the plan set 2.18 Traffic Signal Structures 2.18.1 Unless specifically required in the construction plan set, all traffic signal mast arm poles shall be furnished by the City. If the plans call for traffic signal structures to be supplied by the Contractor, then the strict compliance with the designs, dimension, strength, and material quality specified in the standard detail sheets and the construction plan set shall be exercised to assure structural consistency of all components. 2.18.2 All pole shafts and mast arms for this project shall be marked with the identification numbers from the traffic signal layout sheets on the plans to facilitate assembly of these items in the field. For projects with multiple intersections, the pole shafts and mast arms shall be identified by intersection. All steel mast arms ranging above 36 ft. (11.0 M) to 60 ft . (17.8 M) in length shall be provided with aluminum vibration dampers. All components of Traffic Signal Structures listed in this subsection shall be hot dipped galvanized to resist corrosion, unless otherwise required in the construction plan set or bid documents. High Strength Galvanized Steel Bolts: The allowable working stresses for A325 bolts shall be given in the AASHTO Streetscape Structure Specifications for Structural Joints using ASTM A3250-N or A490-N bolts. 2.18.2 Mast Arm Pole Shaft Each traffic signal mast arm pole shall be fabricated from a one piece high strength steel sheet, and shall have no more than two longitudinal full length high frequency resistance welded joints and no horizontal welded joints except at the base of the pole. All welds shall have a smooth and consistent external surface appearance. All traffic signal poles shall have a uniform taper. All poles shall have a minimum of 50,000 PSI yield strength. Cold working the steel to attain the 50 ,000 PSI required yield strength is not acceptable. The certifications Traffic Signal Specifications -Part E City of Fort Worth July 2008 Page 20 from the vendor on the steel must indicate a minimum of 50,000 PSI yield strength after fabrication. 2 .18.3 Mast Arm Each traffic signal mast ann shall be constructed from a one piece high strength, steel sheet with a guaranteed minimum yield strength of 50,000 PSI. Arms over 40 ft. (12.2 M) may be two piece but shall arrive at the job site and City yard as welded one piece. The certifications from the vendor on the steel must indicate a minimum of 50,000 PSI yield strength after fabrication. Cold working the steel to attain the 50,000 PSI required yield strength is not acceptable . All mast arms shall have no more than two longitudinal full length high frequency resistance welded joints. All welds shall have a smooth and consistent external surface appearance. All mast arms shall have a uniform taper. 2.18.4 Luminaire Arm All luminaire arms shall be fabricated in accordance with the pole detail sheets included on the plan set. 2.18.5 Pedestal Structures All pedestal structures for mounting pedestrian signals or median-mount traffic signals shall be furnished with a transformer base, pole cap, and all necessary hardware for proper installation. Height of pole shall be set in the construction plan set, but shall not exceed 15 ft . (4 .6 M). 2.18.6 All other hardware necessary for complete installation of traffic signal structures , i.e., simplex plates, pole caps, transformer bases, anchor bolts, etc. shall be hot dipped galvanized and conform to the design, dimension, and strength requirements of said items as indicated on the Traffic Signal Pole and Mast Arm Assembly detail sheet. All hardware shall be packed on a per pole basis. 2.19 Foundations 2.19.1 All foundations shall be built in accordance with the requirements stated in the standard detail sheets of the plan set. 2.20 Hardware Paint 2.20.1 The paint to be applied to existing non-galvanized traffic signal structures shall be a durable iodized alkyd enamel with high gloss finish . The drying time shall be approximately three hours with an average dry film thickness of 1.4 mil. The paint quality shall allow for application on surfaces at temperatures as low as 20 F (7 C). 2.20.2 Hardware paint color shall as called for in the construction plans set or bid documents . Traffic Signal Specifications -Part E City of Fort Worth July 2008 Page 21 2.21 Grounding Conductor and Ground Rod 2 .21.1 The grounding conductor shall be a #8 AWG solid copper wire. The conductor shall be bonded to all ground rods . 2.21.2 Ground rod electrodes shall be copper-bonded steel being at least 5/8 m. (16 mm) m diameter. All ground rods shall be a minimum of 8 ft. (2.4 M). 3.0 INSTALLATION OF TRAFFIC SIGNAL COMPONENTS 3.1 Installation of Electrical Service 3 .1.1 The Contractor shall install all electrical service connections including conduit, pole risers , meter base, breaker box, breakers etc., in accordance with NEC standards and specifications . Installation of conduit and wire in to the Power Company vaults shall be per the Power Company specifications. 3.1.2 Unless otherwise called for in the plans, the power connection shall be made to a 120-240 volt, two-phase, 60 cycle AC supply. The wire used for the power connection shall be #8 A WG or better (if specifically required on the traffic signal layout plan sheet) stranded and shall be insulated for six hundred (600) volts. One circuit shall supply the controller cabinet and the other shall supply any roadway lighting. The grounding wire shall be bare copper, the common wire shall be white-coded and the power shall be black-coded. 3.2 Install ati on of Conduit 3.2.1 The Contractor shall provide and install underground cable facilities required to complete the construction plan set. The Contractor will be required to coordinate with all local utility companies, long distance communication companies, City utilities, railroad companies , and Dig Tess if applicable, to ascertain exact locations of conflicting underground services . 3.2.2 The location of conduits and ground boxes are diagrammatic only and may be shifted by the Inspector to accommodate field conditions. 3 .2.3 When Boring is used for under pavement conduit installations, the maximum allowable overcut shall be 1 in. (25 mm) in diameter. 3.2.4 When conduits are bored, the vertical and horizontal tolerances shall not exceed 18 in. (457 mm) as measured from the intended target point. 3.2 .5 The use of a pneumatically driven device for punching holes beneath the pavement ( commonly known as a "missile") will not be permitted on this project. 3.2 .6 Conduit installed for future use shall hav e a non-metallic , nylon type pull string and shall be capped using standard weather tight conduit caps , as approved by the Inspector. This work shall not be paid for directly but shall be considered subsidiary to this item. 3.2 .7 The contractor shall place duct seal or foam at the ends of all conduit where conductors and/or cables are present. Traffic Signal Specifications -Part E City of Fort Worth July 2008 Page 22 3.2.8 New Conduit (A) Unless otherwise shown on plans or standard detail sheets, all underground conductors shall be 40 PVC conduit. All conduit or raceways above ground shall be rigid metal. All conduit and fittings shall be of the sizes and types shown on the plans . Each section of conduit shall bear evidence of approval by Underwriter's Laboratories. (B) Conduit terminating in posts or pedestal bases shall not extend vertically more than 3 inches above the concrete foundation. Field bends in conduit shall have a minimum radius of 12 diameters of the nominal size of the conduit (C) Exposed vertical conduit shall be galvanized rigid metal, and reamed and couplings made tight. PVC conduit shall be joined by the solvent--weld method in accordance with the conduit manufacturer's recommendations. No reducer couplings shall be used unless specifically indicated on the plan sheet. (D) All conduit and fittings shall have burrs and rough places smoothed and shall be clean and free of obstructions before the cable is installed. Field cuts shall be made with a hacksaw only, and shall be square and true so that the ends will butt or come together for the full diameter thereof. In no case shall a cutting torch be used to cut or join conduit. Slip joints or running threads will not be permitted for coupling conduit unless approved by the Inspector. When a standard coupling cannot be used, an approved union coupling shall be used and shall provide a water-tight coupling between the conduit. All couplings shall be properly installed to bring their ends of connected conduit together to produce a good rigid connection throughout the entire length of the conduit run. Where the coating on a rigid metal conduit run has been damaged in handling or installation, such damaged parts shall be thoroughly painted with rust preventive paint. Ends of conduits shall be capped or plugged until installation of the wire is complete. Upon request by the Inspector, the Contractor shall draw a full-size metal wire brush, attached by swivel joint to a pull tape, through the metal conduit to insure that the conduit is clean and free from obstructions. Conduits shall be placed in an open trench at a minimum 24 in. (612 mm) depth below the curb grade in the sidewalk areas, or 18 in. ( 450 mm) below the finished street grade in the street area. (E) Conduit placed for concrete encasement shall be secured and supported in such a manner that the alignment will not be disturbed during placement of the concrete. No concrete shall be placed until all of the conduit ends have been capped and all box openings closed. (F) PVC conduit, which is to be placed under ex1stmg pavement, sidewalks , and driveways , shall be placed by first providing a void through which the PVC conduit shall be inserted. The void may be made by either boring or jacking a mandrel. Heavy jacks are to be used for jacking. Use of water or other fluids in connection with the boring operation will be permitted only to lubricate cuttings . Water jetting will not be permitted. Traffic Signal Specifications -Part E City of Fort Worth July 2008 Page 23 (G) If it is determined by the Inspector that it is impractical to place the conduit by boring as outlined above due to unforeseen obstructions, written permission may be granted by the Traffic Services Manager or designee for the Contractor to cut the existing pavement. Pits for jacking and boring shall not be closer than 2 ft. (612 mm) to the back of the curb or the outside edge of the shoulder. The jacking and boring method used shall not interfere with the operation of streets, highways, or other facilities, and shall not weaken or damage any embankment structure, or pavement. (H) Backfill -Compaction & Density Test for All Ditchlines All ditchlines within paving areas of existing and proposed streets and within 2 ft. (600 mm) back of curb are to be mechanically tamped. All tamping is to be density controlled to 90% standard proctor density at optimum moisture content and no greater than 5% optimum or less than 2% below optimum. All backfill material is to be select native material, 6 in. (150 mm) diameter clods and smaller. It is permissible to put backfill in 6 in. to 8 in. (150 mm to 400 mm) lifts with densities being taken for each 1ft. (300 mm) of compacted material on offsetting stations of 50 ft . (15 .9 M). (I) The Contractor shall provide adequately bent conduit and shall properly excavate so as to prevent damage to the conduit or conductor by a bend radius which is too short. (J) All conduit runs shall be continuous and of the same material (metal only or PVC only). Where tying into existing conduit, the Contractor must continue with the same material (metal to metal or PVC to PVC). (K) Each length of galvanized rigid metal conduit, where used, shall be reamed and threaded on each end and couplings shall be made up tight. White-lead paint or equal shall be used on threads of all joints. Metal conduit and fittings shall have the burrs and rough places smoothed. Where the coating on a metal conduit run has been damaged in handling or installation, such damaged parts shall be thoroughly painted with rust preventive paint. 3.2.9 Existing Conduit (A) Prior to pulling cable in existing underground conduit, the conduit shall be cleaned with a mandrel or cylindrical wire brush and blown out with compressed air. If conduit appears to be blocked, the Contractor shall make an attempt to clear the conduit by rodding (The Contractor will not receive extra compensation for rodding). (B) If the existing conduit cannot be used, the Contractor may be required to repair and/or replace this conduit as directed by the engineer. Repair of this conduit will be paid for as "extra work" on a Change Order (C) The Inspector shall be notified prior to disconnection or removal of any existing cable . Traffic Signal Specifications -Part E City of Fort Worth July 2008 Page 24 3.3 Installation of Cable 3 .3.1 General (A) Cables shall be installed in conduit unless indicated as an "overhead" cable run. Conduit must be continuous, reasonably dry, completely free of debris, and without sharp projections, edges, or short bends. If required by the Inspector, the Contractor shall demonstrate that the conduit is dry and free of debris by pulling a swab and/or mandrel through the conduit. The conductors shall be installed in a manner so as to insure against harmful stretching of the conductors or damage to the insulation. Installation methods shall conform to the recommendations of the cable manufacturer. The Contractor shall furnish, at the request of the Traffic Services Manager or designee a copy of the manufacturer's recommendations, which shall include methods of attaching pull cable, pulling tension per conductor size and per radius of conduit bend, and the type of lubricant to be used. (B) All cables in a given conduit run shall be pulled at the same time and the conductors shall be assembled to form one loop in such a manner that the pulling tension is equally distributed to all the cables. Long, hard pulls will necessitate the use of pulling eyes . For short runs, the cables may be gripped directly by the conductors by forming them into a loop to which the pull wire or rope can be attached. The insulation on each conductor shall be removed before the loop is formed. The method used will depend on the anticipated maximum pulling tension in each case. (C) In existing conduit where new cables are to replace existing cables, the exit cables may be used to pull in the new cables. At locations where new cables are to be added to existing cable runs, the existing cables shall first be pulled out, the new cables are to be added to the existing cables to form one cable pull. Installation and removal shall be done in such a way as to prevent damage to the existing and/or new cables. fu the event of damage, the Contractor shall bear the responsibility of providing the material and labor for replacement of defective cables at no extra cost to the City. (D) All conduit runs shall be measured accurately and precisely for determining cable lengths to be installed. A conduit run measurements shall take place in the presence of the fuspector. The Inspector shall record all cable measurements and include the distances on an as-built drawing. In locations where new cables are to replace existing cables, the Contractor may use the removed cables as a measuring device to determine the lengths of the new cables to be installed. However, this does not relieve the Contractor of his responsibility to record accurate measurements of all cable lengths . (E) The manufacturer's recommended maximum pulling tensions shall not be exceeded under any circumstances. If so required by the fuspector, the Contractor shall insert a dynamometer in the pull wire as the cables are being pulled into the conduit to demonstrate that the maximum tensions are not being exceeded. The cable shall be fed freely off the reel into the conduit without making a reverse curve. At the pulling end, the pull wire and cables shall be drawn from the conduit in direct line with the conduit. Sheaves or other suitable devices shall be used as required to reduce any hazards to the cable during installation. The cables shall be adequately lubricated to Traffic Signal Specifications -Part E July 2008 City of Fort Worth Page 25 reduce friction and further minimize possible damage. Such lubricants shall not be the grease or oil type used on lead sheathed cables, but shall be one of several commercially available wire pulling compounds that are suitable for PVC sheathed cables. They shall consist of soap, talc , mica, or similar materials and shall be designed to have no deleterious effect on the cables being used. (F) Cables shall be neatly trained to their destinations. The Contractor shall adhere to the cable manufacturer's recommended values for the minimum bending radii to which cables may be bent for permanent training during installation. These limits do not apply to conduit bends, sheaves, or other curved surfaces around which these cables may be pulled under tension while being installed. Larger radius bends are required for such conditions. 3.3.2 Wire and Cable (A) All wire and cable shall conform to the requirements shown in the plans, except wire and cable specifically covered by other items of this contract. 3.3 .3 Controller Cabinet Wiring (A) Wiring for the controller cabinet shall consist of connecting (1) signal wires, (2) loop detector wires, (3) power wires, (4) ground wires, and (5) pedestrian push button wires to their respective terminals in the cabinet. In the controller cabinet, stranded signal conductors from the field shall be stripped back and a solderless terminal connector (spade lug) shall be attached by means of a crimping tool. These terminal Connectors shall be inserted under the binder head screw and tightened securely. Other wiring for the controller shall be completed as shown on the wiring diagrams and in the instructions furnished with the controller by the manufacturer. (B) All field wiring in cabinets shall be neatly installed. Incoming cables shall be trained to their destination and neatly laced together. All spare wires shall be trimmed and neatly coiled with the ends taped. Detector lead-in cables shall have their insulation jackets removed from their terminal strip connection to the bottom of the cabinet. (C) Pedestrian push buttons shall have a ground wire that is completely isolated and independent from all other ground wires. This wire shall be connected to the designated terminal in the controller cabinet. A pedestrian isolation board shall be in place. 3.3.4 Signal Head Wiring (A) Conductors shall run as follows : 1. An unbroken 20-conductor cable, one #10 AWG neutral cable and one bare #8 shall run from the controller cabinet to each pole pier. 2. An unbroken seven (7) conductor, #16 AWG cable shall run from the signal pole base to each 5-section, 4-section signal head , or the 3-section head located at the end of mast arm ; and an unbroken five (5) conductor, #16 AWG cable to each other 3- Traffic Signal Specifications -Part E July 2008 City of Fort Worth Page 26 section or pedestrian signal head. Two (2) signal conductors, #16 AWG shall run to each pedestrian push button. (B) Each cable shall be identified as referenced on the pole wiring detail sheet provided in the construction plan set with permanent marking labels (panduit type PLM standard single marker tie, Thomas and Betts type 548M or equivalent) at each ground box, pole base and controller. 3.3.5 Luminaire Wiring Two (2) #8 cables shall run from service disconnect in parallel around the intersection as on the traffic signal layout sheet of the construction plan set. Luminaire wiring connection may be made in the nearest ground box to the traffic signal pole; such connection shall be placed in a water tight seal. If more than three wires are splice together in the traffic signal cabinet then a Kearney connector shall be used as required in Section 3.3.7 (B) below. 3.3.6 Terminals (A) The ends of all stranded wires from the controller cabinet and from the signal heads shall be twisted at least three turns and wire nut applied in the base of the signal structure. 3.3.7 Splices (A) Splices are strictly prohibited inside conduit runs. Detector cables shall not be spliced at any point except where transitioning from #14 XHHW loop detector cable to lead- in cable (see Section 3.5.4). Signal cables are to be spliced only at locations that are specified in the plans. Splicing signal cable in pull boxes shall not be permitted. (B) Splicing methods shall be in accordance with good electrical practice and the cable manufacturer's recommendations. All materials used shall be of high quality and specifically intended for this purpose. Cables shall be trained to their final position and cut to proper lengths. The cable's jacket and insulation shall be removed as required. In doing this, use proper care to insure against nicking the conductors. The connection shall be installed tightly and all burrs, rough edges, etc . shall be removed. If wire nuts are used to secure the connection, then only "Scotchlock" brand connectors shall be utilized. No more than four ( 4) wires shall be spliced together using "Scotchlock" connectors and the wire shall be twisted. If more than four (4) wires are connected, then a Kearney connector or mechanical clamp shall be used. All splices involving grounding conductors shall be made by twisting the cables together, applying solder then wrapping the connection with green electrical tape. Heating the connection with a direct flame will not be permitted for cable gauge less than #14. Care shall be used to protect the insulation when soldering . The entire surface shall be cleaned taking special care in cleaning the outside jacket in order to remove the wax finish. Then approved thermo-setting materials shall be used to provide a water tight seal. Traffic Signal Specifications -Part E City of Fort Worth July 2008 Page 27 (C) The fuspector shall select at random at least five (5) splices to be thoroughly inspected. The Contractor shall, in the presence of the fuspector, sectionalize each selected splice to expose the various layers of materials and the connector. These splices shall be thoroughly checked for compliance to these special provisions. Each splice shall then be remade by the Contractor. This work shall not require extra payment, but is considered subsidiary to other items in the Contract. All of the splices selected for this inspection shall conform to the requirements of these special provisions. If any splices fail to meet these requirements, then ten more splices shall be selected at random by the fuspector for examination. 3.3 .8 Identification of Signal Wires and Cables (A) IMSA color coded signal cable shall be used for all signal systems . Colors shall be continuous from the point of origin to the point of termination. (B) Each signal cable, detector lead-in cable and communication cable shall be designated with permanent marking labels or (panduit type PLM, Thomas and Betta type 548M standard single marker type or equivalent) and color coded tape at each pull box and in the controller cabinet. 3.4 Grounding 3.4.1 There shall be a properly installed and connected ground rod for each controller cabinet, power drop and signal pole pier to reduce any extraneous voltage to a safe level. The ground rod shall be located so as to minimize the length of the grounding-conductor run. For pole mounted cabinets a grounding rod and grounding conductor shall be installed at the nearest foundation or ground box . All grounding circuits shall be substantial and permanent and shall be electrically continuous with an ohms-to-ground resistance not to exceed 10 ohms when tested by volt-ohm-meter. 3.4.2 Grounding Connectors and Electrodes (A) When the location precludes driving a single ground rod to a depth of 2.4 m (8 feet), or when a multiple ground rod matrix is used to obtain the required resistance to ground, ground rods shall be spaced at least six feet apart and bonded by a minimum No. 6 A WG copper wire. (B) Connection of grounding circuits to grounding electrodes shall be by devices which will ensure a positive, fail-safe grip between the conductor and the electrode (such as lugs or pressure connectors). No splice joint will be permitted in the grounding conductor. (C) Each grounding rod shall be driven into the ground to a depth sufficient to provide the required resistance (10 ohms) between electrodes and ground. 3.5 Vehicle Detector Loop Installation 3.5.1 Detector lead-in cables shall be identified as shown on the plans (phase Traffic Signal Specifications -Part E City of Fort Worth 1, etc.) with July 2008 Page 28 permanent marking labels (panduit type PLM, Thomas and Betts type 548M standard single marker tie or equivalent) at each ground box, pole base, and controller. 3.5.2 It is required that all work related to the installation of a particular detector loop , with the exception of the layout task , shall be completed in the same work day. All loop installation work shall be performed during off-peak traffic hours . Loop installation shall not be made during any type of precipitation. 3.5 .3 fustallation of detector loops shall be in accordance with the plans. Lead-in saw cuts from the street to the pull box shall maintain a maximum separation from other loops of 12 in.(500 mm) and a minimum separation of 6 in. (150 mm) from other lead-in saw cuts. The saw cut depth, as specified in the standard detail sheets of the plan set shall be consistent, including the entry point into the curb . The maximum number of wires placed in a single saw slot shall be four (4) wires . Each lead-in shall enter the curb through a separate hole. 3.5.4 3M Loop sealant or approved equal shall be used to seal all loop wire within the roadway. 3.5.5 Detector lead-in cables shall be run continuously without splices from the curbside ground box to the controller. If splices must be made, they shall be solder connected and the splice connection shall be insulated and waterproofed with 3M DBR-6 Direct Bury Splice Kits or approved equal. Splices at the curbside pull box es shall be made in the same manner (see Section 3.3.6). Splices in detector cables must be pre-approved by the fuspector in writing. 3.5 .6 fu all cases where detector loop lead-ins pass from pavement through a curb to an existing ground box for a splice point, conduit shall be installed from the curb entry point up into the ground box. A minimum one inch diameter conduit shall be provided from the curb entry point to the ground box for each loop. 3.5.7 All loop wire from the loop in the street to the ground box shall be tightly twisted a minimum of 5 times per foot (16 times per meter) as it is placed in the lead-in saw cut. 3.6 Concrete Foundations for Signal Structures 3.6.1 All foundations shall be staked by the contractor and approved by the fuspector prior to excavation. While staking the pole locations , the contractor, along with the fuspector, shall be cogni zant of pedestrian needs by verifying the location of the push buttons and the pedestrian heads. 3.6.2 Concrete foundations for signal structures shall be located so that the closest face is a minimum of 3 ft. (900 mm) from the face of the nearest vertical curb. The Contractor shall probe before ex cavating foundations to determine the location of utilities and structures. Foundations shall be paid for onc e, regardless of extra work caused by obstructions . The Contractor shall furnish all supplementary items n ecessary for proper foundation installation. 3.6.3 Excavation for all foundations shall be done in accordance with lines and depths indicated on the standard detail sheets of the plan set. All loose material shall be removed from the excavation before concrete is placed . Any water shall be remo v ed by pumping or bailing. The use of explosives will not be permitted . Traffic Signal Specifications -Part E City of Port Worth July 2008 Page 29 3.6.4 Foundations shall be constructed to the dimensions shown on the plans. The Contractor is required to make certain that the top of the finished foundation is level and formed . Anchor bolts and conduits shall be held rigidly in place by a template until the concrete is set. A mechanical vibrator shall be used for compacting and working the concrete. After the concrete has been placed and the top struck off, it shall be covered with wet cotton or burlap mats or other appropriate form of curing, for not less than 96 hours . All bracing and templates for anchor bolts shall remain in place for 96 hours after the concrete is poured. During that time, the anchor bolts and conduit shall not be subjected to any applied strain. Transformer bases shall not be installed on any foundations until approval has been given by the Inspector. 3.6 .5 Backfill shall be tamped with mechanical tamps in 6 in. (150 mm) layers to the density of the surrounding ground. Where excavation is made in the roadway shoulder, the shoulder shall be replaced with material equal to the original composition. 3.6.6 All excavated material, not required for backfill, shall be promptly removed and disposed of by the Contractor, outside the limits of the project. The work site shall be kept clean and neat at all times. 3.6.7 No concrete shall be placed when the atmospheric temperature drops below 40 F (40 C) (temperature reading taken in the shade away from artificial heat) unless permission to do so is given by the Inspector. 3 .6.8 The City shall supply to the contractor the controller cabinet anchor bolts and specific cabinet templates . The cabinet door shall generally open away from the intersection. 3.6.9 Pole anchor bolts shall be aligned to be parallel to the tangent of the street curb that the pole is intended to serve. 3 .6.10 Tubing used to form pole foundations shall not be visible and all exposed concrete shall be finished with vinyl concrete patch mix to provide a smooth quality finish with all voids filled and no aggregate exposed. The cost of the work shall be included in the unit bid price for this item. 3.7 Installation of Traffic Signal Structures 3. 7 .1 The Contractor shall install all traffic signal structures in accordance with the plans. Deviation from the plans because of physical obstructions, such as overhead utilities or in appropriate mast arm length to fit a relocated foundation , shall be worked out with the Inspector and approved prior to installation. Poles shall have nuts on top and bottom of the pole base plate. Anchor bolts for mast arm signal poles shall be set so that two are in tension and two are in compression. The traffic signal pole heights and mast arm lengths shown on the plans and in the material summary are to be used for bidding purposes only. Prior to fabrication , the contractor, in cooperation with the Inspector, shall make field measurements to determine the actual pole height necessary to ensure a vertical clearance of 17 Ft. (5.2M) minimum, and 19 ft. (5.8M) Traffic Signal Specifications -Part E July 2008 City of Fort Worth Page 30 maximum from the roadway surface to the bottom of the lowest point on the signal head assembly or mast arm and to determine the mast arm lengths required to mount the traffic signal heads over the traffic lanes . The masts arms shall be straight and level in the area where the signal heads are attached. These field measurements and evaluations shall be determined from the actual field location of the pole foundations, considering all above and below ground utilities and the existing roadway elevations and lane widths. 3.7.2 Transformer bases for pedestal poles shall be leveled and tightly secured to the foundation before the structure is placed on the base. If shims are required for leveling, total shim height shall not exceed 1/2 in. (127 mm). Foundation anchor bolts shall extend a minimum of 1 in. (25 .4 mm) through each nut in the base. 3.7.3 Except as modified herein, erection of traffic signal structures shall be in accordance with the applicable specifications and standards of the AISC Manual of Steel Construction. Erecting equipment shall be suitable for the work and shall be in proper working condition. Where parts cannot be assembled or fitted properly as a result of errors in fabrication or deformation due to handling or transportation shall be reported immediately to the Inspector. Straightening of plates and angles or other shapes shall be done by approval of the manufacturer. No corrections will be allowed that will void the manufacturer's warranty. A letter from the manufacturer approving the corrections shall be required or the material may be rejected by the Inspector. 3. 7.4 The steel structure frame shall be lifted as shown in the manufacturer's specifications and all match marking shall be followed. Temporary bracing shall be used wherever necessary to support all loads to which the structure may be subjected, including equipment, operation, and material loading. Such bracing shall be left in place as long as may be required for safety. The various members, after being assembled, shall be aligned and adjusted accurately before being fastened. Fastening of splices on compression members shall be done after the abutting surfaces have been brought completely into contact. No welding or bolting shall be done until the structures have been properly aligned. 3.7.5 Bearing surfaces and surfaces which will be in permanent contact with each other shall be cleaned before the members are assembled. Bearing plates shall be set in exact position and shall have a full and even bearing upon the concrete. As erection progresses , the work shall be bolted to take care of all dead load, wind and erection stresses. All erection bolts used in welded construction may be tightened securely and left in place. If removed, the holes shall be filled with plug welds . 3.7 .6 Field bolting shall be in accordance with the requirements specified for shop fabrication. Untrue holes shall be corrected by reaming. Where the surface of a bolted part has a slope of more than 1 :20, a beveled washer shall be used to compensate for the lack of parallelism. Bolt heads and nuts shall be drawn tight against the work with a suitable wrench not less than 15 inches long. Bolt heads shall be tapped with a hammer while the nut is being tightened. 3.7.7 Field Painting of Structures: Surfaces where the shop coat of paint has been damaged shall be retouched after installation in compliance with Section 2.20 .1. The cleaning, pretreatment, and priming of welds and the areas adjacent thereto shall be done promptly after the acceptance of the weld. Care shall be Traffic Signal Specifications -Part E July 2008 City of Fort Worth Page 31 taken to properly mask signals heads, signs, pedestrian pushbuttons and their mounting hardware to keep paint from splashing onto these components. Masking shall be removed after completion of the painting process. A sufficient number of paint coatings shall be applied to each structure to result in a uniform finish once completed. All structures shall be air blasted using high pressure air to remove peeled paint and dust prior to application of new paint. 3.7.8 Bolted parts shall fit solidly together when assembled and shall not be separated by gaskets or any other interposed compressible material. When assembled, all joint surfaces, including those adjacent to the bolt heads, nuts, or washers, shall be free of scale, except tight mill scale, and shall also be free of burrs, dirt, and other foreign material that would prevent solid seating of the parts. Each fastener shall be tightened to at least the minimum bolt tension as recommended by the pole manufacturer using ASTM A325 or A490 bolts for the size of fastener used. Threaded bolts shall be tightened with properly calibrated wrenches or by the "turn-of-nut" method. Bolts may be installed without hardened washers when tightening takes place by the "tum-of-bolt" method. Any bolt tightened by the calibrated wrench method ( or by torque control) shall have a hardened washer under the element (nut or bolt head) turned in to a point not closer than 7/8ths of the bolt diameter from the center of the washer. 3.7.9 Grouting: The Contractor shall perform all work required to complete the grout work associated with installing the signal structure and furnish all supplementary items necessary for its proper installation . 3.7 .10 Where signal poles and/or mast arms exist on raised foundations that are to be removed and installed on new foundations, the Contractor shall store these poles, mast arms, street lights, and wiring until they can be installed on their new foundations. 3.8 Installation of Signal Heads, Pedestrian Heads and Pedestrian Push Buttons 3.8.1 The Contractor shall be required to assemble all signal head units as specified in the plans or as directed by the Inspector. Signal and pedestrian heads shall be securely tightened immediately after signal head assembly has been installed. If any signal head assembly is found to be loose or asymmetrical in any manner, the Contractor shall be required to remove and rebuild the signal head assembly to the satisfaction of the Inspector. 3.8.2 The Contractor shall mount signal heads level and plumb . The Contractor shall position and secure the signal heads so they are visible as stipulated, in Table 4-1 of the TMUTCD. 3.8.3 All signal heads or parts of heads not in operation shall be covered with burlap or fabric material until placed into operation. When the signal heads become operational, all existing heads no longer required shall be removed immediately. 3.8.4 Pedestrian head assemblies installed such that the wiring to each head shall pass from the mast arm through the signal head bracing or attachment hardware to the signal head . No exposed cable or wiring will be permitted. Traffic Signal Specifications -Part E City of Fort Worth July 2008 Page 32 3.9 Controller Cabinet Preparation 3.9.1 Each controller cabinet shall be modified for use at a specific intersection in accordance with the instructions included in the plans. Each cabinet shall be prepared and tested for on-the- street use by the Traffic Services Division of Transportation and Public Works Department prior to field installation of the cabinet. 3.9.2 All wiring modifications made in conjunction with preparing the cabinet for use at a specific intersection shall be documented on the cabinet prints for that intersection . 3.10 Installation of Microwave Detector Units (Does not apply to this contract.) 3.10.1 Microwave detector units shall be installed as shown the Signal Layout Sheet of the signal construction plans. 3.10.2 The Contractor shall provide a technician to assist with adjusting and aiming the detector unit at the time of traffic signal turn-on, in order to comply with Engineer's desired detection areas as shown on the construction plans. 3.11 Installation of Video Detection Units 3 .11.1 The Contractor shall install the video cameras in accordance with the manufacturer's recommendations in order to achieve the detection areas as shown on the construction plan sheets . The camera mounts shall be neat and plumb . The detector unit outputs shall be programmed by a manufacturer representative at the time of signal turn-on in accordance with the detector table shown on the construction plan sheets . 3.11.2 Video detection camera cables shall be installed in the conduit system at the same time as the other signal cables in accordance with Section 3.3 .1. 3.12 Installation of Emergency Vehicle Detection Units 3.12 .1 Any emergency vehicle detection (EVD) equipment required in the construction plan set will be supplied by the City. Where practical, EVD receiver units shall be mounted to a rigid metal arm supplied by the City and banded to the mast arm pole upright on the intersection comer designated on the Traffic Signal Layout sheet of the plan set. The Inspector shall determine if the roadway sight line permits this type ofEVD installation. Otherwise the EVD receiver units shall be mounted on the mast arms for the intersection approaches as designated on the Traffic Signal Layout sheet of the plan set. 4.0 INSTALLATION AND RELOCATION OF TRAFFIC SIGNS AND DAMPERS 4.1 The contractor shall furnish , install and relocate ex isting signs as shown in the plan s et. Mast-arm signs shall be mounted with astro-sign brae or signfix aluminum channel or equal as appro ved by the engineer. 4.2 Metro street name si gns shall be mounted l evel with the ground as show n on the standard C onstruction d etail sheets . Traffic Signal Specifications -Part E City of Port Worth July 2008 P ag e 33 4.3 Dampers shall be installed using Astro Sign Brae or Signfix Aluminum Channel or equal. 5.0 PRESERVATION OF LANDSCAPING, SPRINKLER SYSTEMS, AND PRIVATE PROPERTY 5 .1 The Contractor shall assume full responsibility for the preservation of existing landscaping (sod, shrubbery, trees , and etc.), sprinkler systems, and/or other private property at the site during the installation of items in this contract document. Damaged landscaping, sprinkler systems, and/or other private property shall be replaced within a reasonable time , by the Contractor at his own expense, to the satisfaction of the Inspector. 5 .2 The contractor shall relocate the existing EVD equipment. 5.3 No trees or shrubbery shall be cut except upon the specific authority of the Inspector. 5.4 Removal of mail boxes in the way of construction requires 48 hours advance notice to the post office. 6.0 REMOVAL OF MISCELLANEOUS ITEMS 6.1 Removal and Salvaging of Traffic Signal Equipment All salvage materials will be delivered by the Contractor to the City at a locations designated by the Inspector. The Inspector, assisted by authorized representatives, will serve as the receiving agent for salvage material. The Contractor will ship and handle all salvage material (heads, poles, cabinets, cable, signs, amplifiers, etc.) in a manner so as to prevent damage to these items. Signal heads will be removed from poles prior to shipping. All cables must be secured in controller cabinets to prevent damage during shipment and handling. All screws will be tightened into their respective slots to prevent loss during shipping. The controller and all supplemental control equipment (conflict monitors, detector amplifiers, load switches, etc.) will be removed from the cabinet prior to cabinet removal and given to the Inspector at the time of the signal tum- on. The Inspector will identify existing damage to salvageable material and mark damaged items in the field before they are delivered to the City yard . If damage to material is the fault of the Contractor, he or she will have three (3) working days to make repairs or supply like items, at his/her expense, for damaged items. If the Contractor fails to repair or replace damaged items in said time, the City may charge the Contractor for the assessed value as determined by the Traffic Services Manager or designee . 6.2 Removal and Replacement of Curbs and Walks (A) Contractor shall secure permission from the Inspector before cutting into or removing any walks or curbs which might be required during construction. Traffic Signal Specifications -Part E City of Fort Worth July 2008 Page 34 (B) Where possible, dig under sidewalks . If the Contractor chooses to remove or cut the sidewalk, the concrete must be sawed and broken out and then restored to an equal or better condition than the original. 6.3 Removal of Foundations All foundations subject to removal (as indicated on the plans) shall be razed to a level at least 12 inches below the ground surface if the foundation subject to removal is located within a sidewalk, the foundation shall be removed to a depth equal to or greater than the thickness of the walkway. Once the foundation is removed, the ground surface shall be restored to surrounding conditions. 6.4 Removal of Ground Boxes If the construction plans call for the removal of abandoned ground boxes, then the hole remaining from ground box removal shall be filled and the ground surface shall be restored to surrounding conditions . Any conduit elbows found the ground box to be removed shall be cut back to a minimum of 12 inches below the natural ground surface. 6.5 Removal of Signs The existing stop sign panels, or any grounded mounted signs, as shown on the plans, will be removed after the traffic signals are placed in flash and before the signal is turned to full colors by City forces. 7.0 SAMPLING AND TESTING 7.1 General Notes (A) Initial testing of all materials, construction items, or products incorporated in the work will be performed at the direction of the City and at the expense of the Contractor, including initial compaction and density tests deemed necessary in connection with the construction of embankment, backfill of structures, or excavation. (B) In the event that a material, construction item, product incorporated in the work, embankment, backfill, excavation or any other item tested, fails to satisfy the minimum requirements of the initial test described above, appropriate prove-out tests shall be made as directed by the Inspector to determine the extent of the failure and to verify that corrective measures have brought the item up to specification requirements. The cost of all testing necessary to determine the extent of the failure and the adequacy of the corrective measures shall be the responsibility of the Contractor. (C) The failure to require tests of materials by the Inspector shall in no way relieve the Contractor of his responsibility of furnishing materials conforming to these specifications . (D) Tests, unless otherwise specified, shall be made in accordance with the latest methods of the ASTM or other approved test methods . The Contractor shall provide such Traffic Signal Specifications -Part E City of Fort Worth July 2008 Page 35 facilities, as the Inspector may require, for the collecting and forwarding of samples and shall not use the materials represented by the samples until tests have been made. The Contractor shall furnish adequate samples without charge. 7.2 Concrete (A) All concrete materials, reinforcing steel, and preparation shall be in accordance with the requirements of the City of Fort Worth Standard Specifications for Street and Storm Drain Construction. 7 .3 Vehicle Detector Loops (A) Prior to termination of the loop lead-in in the controller cabinet an installation test shall be made by applying not less than 500 volts DC to the completed detector loop. A minimum resistance of 1 megohm shall be obtained by use of a meger. (B) After the above tests are completed and the lead-in cable has been terminated in the cabinet, the Contractor shall assist the Inspector in determining the loop inductance of each loop detector. A detector loop analyzer shall be used to determine the total inductance of the loop in the pavement and its associated lead-in cable as well as to determine the percentage shift in loop inductance for various size vehicles that actuate the detector. 7 .4 Signal Cables (A) The Traffic Services Manager or designee may require that all cables shall be checked for insulation resistance upon installation and prior to termination. The tests shall be made with a test set operating at a minimum of 500 volts DC applied to the conductors. (B) Each conductor in the multi-conductor signal cables shall be tested for insulation resistance relative to each other and to the outer covering of the cable. The minimum acceptance value for insulation resistance shall be one megohm. 7.5 Controller Cabinets (A) If the controller cabinet is to be supplied by the Contractor for this project, the cabinet shall be tested at a facility located within the Dallas/Fort Worth area. (B) The Contractor shall notify the Inspector or his representative a minimum of three working days prior to beginning the test period of his intent to test a cabinet or group of cabinets. At this point, the City may schedule an inspection team and notify the Contractor of the earliest date and time the team can visit. (C) Each cabinet shall be tested with a controller unit for a minimum of 24 continuous hours. The cabinet test will include conflict monitor functions, detector unit function and load switch operation for conformance with cabinet hardware specifications, etc. The cabinet must successfully pass all items. Otherwise the test is restarted for another 24 hour period. Traffic Signal Specifications -Part E City of Port Worth July 2008 Page 36 8.0 WARRANTIES/GUARANTEES 8.1 The Contractor guarantees all work performed and materials furnished under this project for a period of twenty-four (24) months following the date of final acceptance . In addition, the Contractor shall furnish any normal manufacturer warranties with effective beginning dates the same as the date of the project acceptance. 8.2 All faulty equipment shall be repaired within 15 working days of the Contractor being notified. 9.0 TRAFFIC SIGNAL MAINTENANCE DURING CONSTRUCTION 9 .1 While performing work under this contract, the Contractor bears the sole risk of loss for damages to or destruction of any traffic signal equipment or appurtenances , on equipment that was not to be replaced or installed under this Contract, but which was damaged or destroyed through the fault or negligent acts of the Contractor. The Contractor shall replace such damaged or destroyed equipment, etc., at no cost to the City, regardless of whether or not the damaged or destroyed equipment, etc., was a part of this contract or any warranties under this contract. The Contractor's responsibility shall cease under this paragraph upon written acceptance of an intersection by the City. 9 .2 The Contractor's responsibility for full operation and maintenance of all traffic signal equipment shall begin when he starts any type of work which effects active intersection control at the first intersection and shall extend through the period of final project acceptance of each intersection. This maintenance responsibility includes existing controllers/masters , existing interconnect and cabling systems, existing signal indications , existing vehicle detectors , new controllers/masters, new signal hardware, new cabling systems, and other hardware elements which are considered part of either the existing or the new traffic signal system. 9.3 It is recognized that the City may continue to make a first response to any trouble call. Action on such response will, however, be limited to placing the intersection on flash , replacing load switches or detector amplifiers, erecting temporary control devices, requesting immediate traffic control by uniformed police officer, or other such action deemed necessary to provide a safe operation. Such action will in no way relieve the Contractor of his operation and maintenance responsibility. 9.4 The Contractor shall be required to notify the Inspector or Traffic Services Division at least 24 hours in advance of any planned controlled change-outs or any other operational procedures . 10.0 BARRICADES 10.1 The Contractor shall be required to obtain a Street Use Permit from the Street Management Section of the Traffic Engineering Division, 311 W 1 o th St. The traffic control plan (TCP) for this project shall be as detailed on the Traffic Control Plan Detail sheets of the plan set. A copy of this Traffic Control Plan shall be submitted with the Street Use Permit. Traffic Signal Specifications -Part E City of Fort Worth July 2008 Page 37 10.2 If the Inspector discovers that the Contractor has failed to comply with applicable federal and state laws (by failing to furnish the necessary flagmen, warning devices , barricades , lights , signs, or other precautionary measures for the protection of persons or property), the Inspector may order such additional precautionary measures be taken to protect persons and property. 10.3 In addition, the Contractor shall be held responsible for all damage to work items and other public or private property due to the failure of warning devices , barricades , signs , lights , or other precautionary measures in protecting said property. Whenever evidence is found of such damage, the In spector may order the damaged portion immediately removed and replaced by the Contractor at his expense. 10.4 Subject to the approval of the Inspector, portions of this project, which are not affected by or in conflict with the proposed method of handling traffic or utility adjustments , can be constructed during any phase. 10.5 Barricades and signs shall be placed in such a manner as to not interfere with the sight distance of drivers entering the highway from driveways or side streets . To facilitate shifting, barricades and signs used in lane closures or traffic staging may be erected and mounted on portable supports . The design of these supports are subject to the approval of the engineer. 10 .6 The contractor shall provide and maintain flaggers at such points and for such periods of time as may be required to provide for the safety and convenience of public travel and contractor's personnel , and as shown on the plans or as directed by the engineer. These flaggers shall be located at each end of the lane closure and shall be properly attired. The two flaggers shall be in two way radio contact with each other at all times. Paddles will be required for this project. 10.7 The contractor will not be permitted to commence work on the road before sunrise and shall arrange his work so that no machinery or equipment shall be parked closer than 30 ft . (9.14M) to the traveled roadway after sunset except as authorized by the engineer. 10.8 The contractor shall keep traveled surfaces used in his hauling operation clear and free of dirt or other material. 10.9 The use of rubber-tired equipment will be required for moving dirt and other materials along or across paved surfaces . 10.10 No lane closures will be allowed prior to 9 :00 a.m. or after 4:00 p .m ., Monday thru Friday unless otherwise directed by the engineer. 10.11 If at any time the existing traffic signals become inoperable , the contractor shall provide portable stop signs with two orange flags , as approved by the engineer, to be used for traffic control. 11.0 PAYMENT FOR FURNISHING AND INSTALLING CONTRACT ITEMS 11 .1 The unit bid price shall be full compensation for placing and testing all materi als as well as use of equipment, tools , labor and incidentals necessary to complete the work. Portions of Traffic Signal Specifications -Part E July 2008 City of Fort Worth Page 38 - the work that have not been approved by the Inspector will not be considered complete and payment shall be withheld until the Contractor has completed the work to the satisfaction of the Inspector. 12.0 EXPERIENCE AND QUALIFICATIONS 12.1 The Bidder may be required to supply a list of cities, towns, etc ., where previous Contract work as been completed. The list shall contain names and phone numbers of persons who can be contacted for such reference. If the guidelines listed above are not met, the bid may not be accepted. 12.2 The Bidder shall also furnish information, as outlined above on each major subcontractor (i .e. manufacturer or fabricator of traffic signal structures, etc .) that will participate in this project. The City reserves the right to reject any and all subcontractors . 12.3 The City reserves the right to reject any and all bids and to waive formalities. Traffic Signal Specifications -Part E City of Fort Worth July 2008 Page 39 -· PARTF CERTIFICATE OF INSURANCE CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW EXPERIENCE RECORD EQUIPMENT SCHEDULE MAINTENANCE BOND PERFORMANCE BOND PAYMENT BOND F-1 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 Installation of Two New Traffic Signals at the Intersections of Belknap Street and Grove Street and Weatherford Street and Grove Street and City of Fort Worth Proj ect No . TPW-TS-2008-00026 . STATE OF TEXAS COUNTY OF TARRANT § § § CONTRACTOR: Title : we J I d eJlt Date: 5 .., ':)--D9 ---~-----'------ Before me , the undersigned authority, on this day personally appeared ill:ffr~ C,. ()(~ 0..0 known to me to be the person whose name is subscribed to the foregoing instrument , and acknowledged to me that he executed the same as the act and deed of f(esiden+, Qu vable 2[X?ciaJ :H ts , :Lnc. for the purposes and consideration t herein expressed and in the capacity therein stated. Given Under My Hand and Seal of Office this ~ day of (Y)a r eh '20123. Notary Public in and for Texas ,,,,,, ....... ,,,, ,,,,, ~p. HEOG~'',,, .... ,0'?, ••••••••• ~..o~ ,~ f ~.•;._~Y Pc,J;•:~\ ~ uJ'* ~·· ~ : : : = =*= ·*= -. . - :; ~ "'~ "": :: ~ •. -,,.~Of~i,: .• ~ , . . ~ -,, • •• tx"'u.~ ••• • ~ ,, 0 ...... .. , .. ,, 7·31 2""' , ..... ,,,, • V ,, ..... ,,,,.,, .... ,,, 8:1110 068 Certificate of Insurance -Liberty Mutual Group Inc. This certificate is issued as a matter ofinfonnatio n only and confers no rights upon th e certificate holder. This certificate is not an insurance policy an d does not affirmative ly or negatively amend . extend, or alter the covera e afforded b the licie s listed below . This is to certify that (Namt and address of Insured) DURABLE SPECIAL TIES , INC. 1211 S. Alexander St Dun canv ille , TX 75138 Agency i\'ame HUB International Rigg IS , at the ISSUe date ofth1S cert ificate , insured under the pohcy(1 es ) hsted below . The insurance afforded by the listed pohcy(,cs) IS sub;ect to all their tcnns . exclusions and conditions and is not alt ered by any rcauirernenL tern, or condition of any contract or other document with respect to which this certificate ma be issued. Al!l!'reaate limits shown may have been reduced bv oaid claims . Exoiration Tvoe Eff./Exp. Date(s) Policy Number(s) Limits of Liabilitv Continuous• 05/31/2008 / 05/31/2009 WCl-191-437877-018 Coverage afforded undtr WC law of Employers Liability -the following states: Extended Bodily Injury By Accident - X Policy Term TX SS00 ,000 Each Accident Bodily Injury By Disease SS00 ,000 Policy Limit Workers Compensation Bodily Injury By Disease $500,000 Each Person 05/31/2008 / 05/31/2009 T B l-191-437877-038 General Aggregate-Other than Prod/Completed Operations General Liability S2 ,000,000 Products/Completed Operations Aggregate ~ Claims Made S2 000 000 Occurrence Bodily Injury and Property Damage Liability Per SI 000 000 Occurrence I Retro Date I Personal and Advertising Injury Per Person/ SI 000 000 Or2anization Other Liability I Other Liability Fire Damage SI 00,000 Med Pav $5 ,000 05/3 1/2008 I 05/3 1/2009 AS7-l 91-437877-068 Each Accident -Single Limit -B. I. and P. D. Combined Automobile Liability $1 ,000,000 Each Person ..!. Owned ..!. Non-Owned Each Accident or Occurrence X Hired Each Accident or Occurrence C Re : OSI #852 . Project# TPW TS 2008--00026-lnstallation of Two Ne w Traffic Siganls at the Intersections of Belknap Street & Grove Street and Weath erford Street & Grove 0 Street. Per endorsement LG 3220 0805 General Lia bil ity and CG 2048 0299 Automobile Liability , The City of Forth Worth is an additional ins ured under the General Lia bility M and Automobile Liability pol icies if required by a written contract with the Named Insured , but on ly for the coverages and limits provided by the policy and the additional M insured endorsement. A Waiver of Subrogation in favor of The City of Fort Worth under the Workers' Compensation polic y per WC 42 03 04A .Coverage is primary and non- E contributory as it pertains to OSI work and per the policy terms and conditions . N T s IMPORTANT Jf th e certificate holder is an ADDITIONAL INSURED, th e po !i cy(ies) must be endorsed. A state ment on this certificate does not confer rights to th e c~ificate holder in lieu of such cndorsement(s). r,.;'o ti ce of car.cell ari on: Should any of :i':e above desc:':bed po '.i cirs be canceled before t.~e ex.pirati on c!at e ~i':creof, we wi ll endeavor to mll i JO days notice of such car.cel!ati on to t.~e below ii sted Certifi cate HolCe r. bet fai ::.ire :o do so shall impos e no ob ligati o:: or liab i::ty on t.1-:e ir.su:-er, its ager.ts or rep :-es~:atives. Phone X umber: 817-820-817 4 Certificate Holder: :he Ci~y o: ?or:: War:::-: :ooo Tn =oc~~o=ton Scree:: ?art War:::-:, ~X 76:C2 ~~a,,_) STACY SALl:'iAS Authorized Reoresentative Date Issued: 03/16/2009 Prepared By: D~ DURABLE SPECIAL TIES, INC . WORK EXPERIENCE COMPLETE 2003 CONTRACT AMT SCOPE OF WORK YEAR LOCATED s 473 ,19 1.50 T RAF FI C SIGNALS s 342 ,402 .25 TRAFF IC SIGNALS $ 91 ,000 .00 TRAFF IC SIGNALS CONTRACT SCOPE OF WORK AMT S 705 ,600 .00 TRAFFIC S IGNALS $ 2 ,382 ,000 .00 TRAFFIC SIGNALS s s s s s 263 ,500 .00 TRAFFIC SIGNALS 192 ,370.00 TRAFFIC SIGNALS 413 ,000.00 LED SIGNAL HEAD UPGRADE CONTRACT AMT SCOPE OF WORK 628 ,600 .00 TRAFFIC SIGNALS 257 ,200 .00 TRA F FIC SI GNA LS COMPLETED 2003/21 6 NAC OG DOCHES 2003/2 23 DALLAS 2003 DALLAS MAJOR CONTRACTS IN 2004 YEAR/JOB# LOCATED 2004/339 DALLAS 2004/401 AMAR ILLO 2004/321 ALLEN 2004/336 KAUFMAN US 80 2004/449 DALLAS MAJOR CONTRACTS 2005 YEAR/JOB# LOCATED 2005/519 POTTER VARIOUS 2005/537 FT W ORTH NAME AND ADDRESS MOORE BR OS . CONST . PO BO X 35 LUF KIN , TX . 75902-0035 CITY OF MESQUITE PO BOX 850137 MESQUITE , TX 75185-0137 WESTERN BUILDERS PO BOX 15368 AMARILLO , TX . 79105-5368 TXDOT DALLAS NAME AND ADDRESS PO BOX 133067 DALLAS , TEXAS 75313 DAN TURK 214-320-6681 TXDOT AMARILLO PO BOX 7368 AMARILLO, TEXAS 79114 CHR IS FREEMAN 806-356-3290 CITY OF ALLEN ONE BUTLER CIRCLE ALLEN , TX 75013 TXDOT DALLAS PO BOX 133067 DALLAS , TX 75313 TXDOT DALLAS PO BOX 133067 DALLAS , TEXAS 75313 DAN TURK 214-320-6681 NAME AND ADDRESS TXDOT AMARILLO PO BOX 7368 AMARIL LO , TX 79114 C ITY OF FT W O RTH 1000 T HROCKM ORT ON FT WORTH, TX 7610 2 DURABLE SPECIA L TIES , INC . WORK EXPERIENCE MAJOR CONTRACTS 2005 CONTRACT SCOPE OF WORK YEAR/JOB# LOCATED NAME AND AMT ADD RESS s 592 ,000 .00 TRAFFIC SIGNALS 2005/5 13 CARR IER PKWY CITY OF GRAND PRAIRIE PO BOX 534045 GRAND PRAIRIE , TX 75053 s 138 ,900 .00 TRAFF IC SIGNALS 2005/508 VARIOUS BECK GROUP 3178 N. GEORGE BUSH FRWY GARLAND , TEXAS 75040 s 182 ,952.00 TRAFF IC SIGNALS 2005/527 VARIOUS TOWN OF FLOWER MOUND 2121 CROSS TIMBERS ROAD FLOWER MOUND, TX. 75028 s 102 ,850.00 TRAFFIC SIGNALS 2005/528 FM 548 & MUSTANG JONES & BOYD, INC . CROSSING 17090 DALLAS PARKWAY, #200 DALLAS , TEXAS 75248 s 187 ,316 .00 TRAFFIC SIGNALS 2005/533 FM 3537/FM 720 REBCON, INC. AT CUSTER ROAD 1868 W. NORTHWEST HWY DALLAS , TEXAS 75220 s 257 ,20 0 .00 TRAFFIC SIGNALS 2005/537 VARIOUS CITY OF FT. WORTH 1000 THROCKMORTON ST. FT. WORTH, TEXAS 76102 $ 457 ,400.00 TRAFFIC S IGNALS 2005/557 MIDWAY RD REBCON , INC. 1868 W . NORTHWEST HWY DALLAS , TEXAS 75220 $ 184 ,000 .00 TRAFFIC SIGNALS 2005/560 XIT PAVING & CONST., INC . 3934 S. HWY 287 WAXAHACHIE, TEXAS 75149 s 115,067.50 TRAFFIC SIGNALS 2005/562 MARSH & RUNNING RATCLIFF CONSTRUCTORS , LP DUKE 14901 QUORUM DR., #715 DALLAS , TEXAS 75254 $ 119,075.00 RED LIGHT 2005/569 VARIOUS DYNAMIC VISION MONITORING SYS. PO BOX 50748 DENTON , TEXAS 76208 s 259 ,000 .00 TRAFFIC SIGNALS 2005/ 573 CITY OF DESOTO PATCO UTILITIES FOR TRAFF IC LANE FM 1382 1617 W . HWY 303 MODIFICATION GRAND PRAIRIE, TX . 75051 ARTHUR TUCKER 972-641-7901 DURABLE SPECIALTIES, INC . WORK EXPERIENCE MAJOR CONTRACTS 2006 CONTRACT SCOPE OF WORK YEAR/JOB# LOCATED NAME AND AMT ADDRESS s 537,959 .00 TRAFF IC SIG NAL 2006 /601 FT. W O RTH CITY O F FT. WORTH RECONSTRUCT IO N BERR Y ST. 1000 THROC KMORTON ST. FT. WORTH , T EXAS 76102 s 340 ,000 .00 TRAFFIC SIGNAL 2006/602 CITY OF ROWLETI NORTH TEXAS CONTRACTING MI LLER RD PO BO X 468 KELLER , TEXAS 76 244 s 216 ,989 .00 TRAFFIC SIGNAL 2006/604 DENTON TOWNE SPRING VALLEY CONSTRUCTION TEMP & PERM CROSSING 10950 ALDER CIRCLE DALLAS , TEXAS 75238-1353 s 561 ,675 .50 TRAFFIC SIGNAL 2006/607 RICHARDSON CITY OF RICHARDSON MAINTENANCE VARIOUS LOCATIONS PO BOX 830309 RICHARDSON , TEXAS 75083-0309 s 1 ,272 ,794 .60 TRAFFIC SIGNAL 2006/609 DENTON MICA CORPORATION PERM & TEMP LOOP 288 EAST PO BOX 161609 FT . WORTH, TEXAS 76161 s 153 ,000 .00 TRAFFIC S IGNAL 2006/610 DALLAS SCR CONTRUCTION COMPANY IH 30 & JIM MILLER RD 5420 FM 2218 RICHMOND , TEXAS 77469 s 655 ,000 .00 TRAFFIC S IGNAL 2006/615 YOUNG COUNTY TXDOT -WICHITA FALLS SH16 1601 S.W. PARKWAY WICHITA FALLS , TX 76302 s 157 ,293 .70 TRAFFIC SIGNAL 2006/616 FRISCO CITY OF FRISCO HILLCREST RD 6859 MAIN ST . FRISCO , TEXAS 75034 $ 178 ,700 .00 STREET LIGHTING 2006/618 LITILE ELM TOWN OF LITILE ELM ELDORADO PKWY 100 W . ELDORADO PKWY LITILE ELM, TEXAS 75068 s 87 ,900 .00 TRAFF IC S IGNAL 2006/623 ALLEN CITY OF ALLEN HEDGCOXE RD 305 CENTURY PKWY ALLEN , TEXAS 750 13-8042 s 253 ,350 .00 TRAFF IC S IGNAL 2006/624 WACO CITY O F WACO VARIOUS PO BOX 2570 WACO , TEXAS 76702 -2570 $ 201 ,725.00 TRAFF IC S IGNAL 2006 /62 6 CITY OF PLANO MCMAHON CONTRACTING RELO CAT ION MCDERMOTIRD PO BOX 153086 IRVING , TE XA S 750 15-3086 s 194 ,472 .50 TRA FFIC S IGNAL 2006/627 NTIA M ICA COR PORATION PROJECT #2038 -DN T-PO BOX 161609 01 -CN-E N FT . WORTH , TEXAS 76161 DURABLE SPECIAL TIES , INC. WORK EXPERIENCE MAJOR CONTRACTS 2007 CONTRACT SCOPE OF WORK YEAR/JOB# LOCATED NAME AND AM T ADDRESS s 215,250 .00 TRAFFIC S IGNAL 200 7/70 2 AUSTIN MICA CORPORATION 183A -TURNPIKE PO BOX 161609 FT. WORTH , TEXAS 76161 s 219,500.00 TRAFFIC S IGNAL 2007/704 CITY OF DESOTO CITY OF DESOTO SYSTEM UPGRADE VARIOUS LOCATIONS 211 E. PLEASANT RUN RD DESOTO , TEXAS 75115 $ 102 ,750.00 TRAFFIC S IGNAL 2007/706 GRAND PRAIRIE SPRING VALLEY CONSTRUCTION DORYN DR. & MAGNA 10950 ALDER Cl RCLE CARTA DALLAS, TEXAS 75238-1353 $ 357 ,900 .00 ADAPTIVE CONTROL 2007/708 TYLER CITY OF TYLER SIGNAL SYS us 69 PO BOX 2039 TYLER , TEXAS 75710 $ 120 ,921 .50 TRAFFIC SIGNAL 2007/710 SEAGOV ILLE DUKE CONSTRUCTION DIVIDEND DR . & POINT 5495 BEL TUNE RD #360 WEST BLVD DALLAS, TEXAS 75254 s 122 ,750 .00 TRAFFIC SIGNAL 2007/711 DENTON ED BELL CONSTRUCTION FM 407 PO BOX 540787 DALLAS , TEXAS 75354-0787 s 206 ,1 50 .00 TRAFFIC SIGNAL 20071712 DALLAS REBCON , INC. N. GALLOWAY AVE 1868 W. NORTHWEST HWY TO BEL TUNE RD DALLAS , TEXAS 75220 s 107 ,500 .00 TRAFFIC SIGNAL 2007n14 WISE TXDOT-TARRANT FM 51 & PRESKITI RD PO BOX 6868 FT. WORTH , TEXAS 76 115 s 20 1,149 .20 TRAFFIC SIGNAL 207/720 TARRANT MICA CORPORATION IH 30 & CENTER ST. PO BOX 161609 FT . WORTH , TEXAS 76161 $ 385 ,700.00 TRAFFIC SIGNAL 2007/721 TARRANT MICA CORPORATION SH 199 PO BOX 161609 FT . WORTH , TEXAS 76161 $ 4 ,234,419 .95 TRAFFIC SIGNAL 2007/723 DALLAS ARCHER WESTERN VARIOUS LOCATIONS 2121 AVENUE J, #103 DART-CMGC-3 LINE ARLINGTON , TEXAS 76006 NW-2, NW-3 , NW-4 $ 299 ,800 .00 TRAFFIC SIGNAL 2007/725 DALLAS TRI-CON SERVICES , INC. NAAMAN SCHOOL RD 3010 W. MAIN ST. ROWLETI, TEXAS 75088 s 397 ,350 .00 TRAFFIC SIGNA L 2007/729 WEATHERFORD EDA. WILSON MAIN ST. -DOWNTOWN PO BOX 11423 FT . WORTH, TEXAS 76110-0423 s 103 ,600 .00 TRAFF IC SIGNAL 2007/732 PLANO -VARIOUS LOC JIM BOWMAN CONSTRUCTION 1111 SUMMIT AVE, #1 PLANO , TEXAS 75074 s 117 ,300 .00 TRAFF IC SIGNAL IMPR' 2007/735 HOLLAND RD & BROAD L H LACY CONSTRUCTION STREET PO BOX 541297 DALLAS , TEXAS DURABLE SPECIAL TIES, INC. WORK EXPERIENCE MAJOR CONTRACTS 2007 CONTRACT SCOPE OF WORK YEAR/JOB# LOCATED NAME AND A MT ADDRE SS s 136,715 .00 TRAFFIC S IGNAL MODI 2007/737 LUNA RD & VALLEY VIEW JFG CONCRETE , INC . (RACETRAC) PO BOX 550 PRINCETON , TEXAS 75407 s 164.000 .00 TRAFFIC SIGNAL 2007/739 SH 170 & PARK VISTA CITY OF FT. WORTH 5001 JAMES AVE , #301 FT. WORTH , TEXAS 76115 s 123,300 .00 TRAFF IC SIGNAL 2007/743 AMARILLO BLVD & BRAD DRAKE CONSTRUCTION LOWES LANE 3737 LAMAR AVE , #700 PARIS , TEXAS 75462 s 666,720 .00 TRAFFIC S IGNAL 2007/744 MOCKINGBIRD LANE GIBSON & ASSOCIATES, INC . PO BOX 800579 BALCH SPRINGS , TEXAS 75180 $ 101 ,000 .00 TRAFFIC SIGNAL 2007/745 BU 287P & FM 157 TXDOT-TARRANT PO BOX6868 FT. WORTH , TEXAS 76115 s 117 ,453 .00 STREET LIGHTS/ 2007/746 TCCD SOUTH CAMPUS ROEBUCK CONCRETE CONTRACTORS TRAFFIC S IGNALS CAMPUS & JOE B PO BOX 301 RUSHING FT. WORTH, TEXAS 76101 s 462 ,568.80 TRAFFIC !S IGNALS 2007/751 FM 2499 MICA CORPORATION PO BOX 161609 FT. WORTH , TEXAS 76161 s 2 ,835 ,000 .00 TRAFF IC SIGNALS 2007/755 us 80 TXDOT -TYLER 15986 SH 155 TYLER, TEXAS 75703 s 254 ,500 .00 RECONSTRUCT 2007/757 VARIOUS LOCATIONS CITY OF WACO TRAFFIC SIGNALS PO BOX 2570 WACO , TEXAS 76072 s 334 ,800 .00 TRAFFIC SIGNALS 2007/761 EXCHANGE PKWY LACY CONSTRUCTION TWIN CREEKS & SH 121 PO BOX 541297 DALLAS , TEXAS 75354 s 369 ,165.00 TRAFFIC SIGNAL 2007/762 SHADY OAKS & BRINKER LACY CONSTRUCTION IMPROVEMENTS PO BOX 541297 DALLAS , TEXAS 75354 s 923 ,807 .02 TRAFFIC SIGNAL 2007/763 IH 30 MICA CORPORATION INSTALL PO BOX 161609 FT. WORTH , TEXAS 76161 DURABLE SPECIAL TIES , INC. WORK EXPERIENCE MAJOR CONTRACTS 2008 CONTRACT SCOPE OF WORK YEAR/JOB# LOCATED NAME AND A MT A DD RESS s 64 4 ,378 .30 TRA FF IC SIGNAL 2008/801 PANTHER CR EEK PKWY MARIO SINACOLA & SONS IMPROVE MENTS AND LEGACY DR. PO BOX 2329 FRISCO , TEXAS 75034 s 103 ,400 .00 TRAFFIC SIGNAL 2008/805 SH 198 TEXAS ST ER LING 2100 N . HWY 360, #106A GRAND PRAIRIE , TEXAS 75050 s 130 ,3 75 .00 TRAFFIC SIGNAL 2008/806 RO UTH CREEK PKWY L. H. LACY PO BOX 541297 DALLAS , TEXS 75354 $ 142 ,000 .00 TRAFFIC SIGNAL 2008/807 BRIARGROVE TO REBCON RAILROAD NORTH TO 1868 W. NORTHWEST HWY PGBT DALLAS , TEXAS 75220 $ 559 ,000 .00 TRAFF IC SIGNAL 2008/808 VARIOUS LOCATIONS CITY OF GRAND PRAIRIE 206 W . CHURCH ST. GRAN PRA IRIE, TEXAS 75050 $ 454,250 .00 TRAFFIC SIGNAL 2008/809 PLEASANT RIDGE RO. L. H. LACY PO BOX 541297 DALLAS, TEXS 75354 $ 111 ,000 .00 TRAFFIC SIGNAL 2008/811 W INSCOTI RD . & OLD CITY OF BENBROOK BENBROOK RD/BECKMAN 911 WINSCOTI RD . DRIVE BENBROOK, TEXAS 76126 s 413 ,022 .0 0 TRAFFIC SIGNAL 2008/812 BEL TLINE RD , ARAPAHO REBCON RD , CAMPBELL RD & COIT 1868 W . NORTHWEST HWY RD DALLAS , TEXAS 75220 s 379,290 .00 TRAFFIC SIGNAL 2008/819 SH 360@ SH 180(D1VISION MICA CORPORATION STREET) PO BOX 161609 FT. WORTH , TEXAS 76161 s 420 ,483 .00 TRAFFIC S IGNAL 2008/821 FM 2934 (ELDORADO MICA CORPORATION PKWY) PO BOX 161609 FT . WORTH , TEXAS 76161 $ 651 ,165.00 TRAFFIC S IGNAL 2008/825 IH 30 TEXAS STERLING 2100 N . HWY 360, #106A GRAND PRAIRIE , TEXAS 75050 $ 124 ,500.00 TRAFFIC SIGNAL 2008/826 SH 183 APAC-TEXAS, INC . PO BOX 1807 FT . WORTH , TEXAS 76101 $ 899 ,397 .00 TRAFFIC SIGNAL 2008/827 FM 117 1 GLENN THURMAN PO BOX 850842 MESQUITE , TEXAS 75185-0842 s 472 ,400 .00 TRAFF IC SIGNAL 2008/828 STADIUM OR. -DIVISION JACKSON CONSTRUCT ION STREET TO RANDOL MILL 5112 SUN VALLEY DR . ROAD FT. WORTH , TEXAS 76119 s 365 ,037 .50 TRAFFIC SIGNAL 2008/829 MAYFIE LD DR. JACKSON CONSTRUCTION 51 12 SUN VALLEY DR. FT . WORTH , TEXAS 76119 s 1,1 45 ,000 .00 NON -S ITE 2008/830 VARIOUS LOCAT IO NS TXDOT -DALLAS PO BOX 133067 DALLAS, TEXAS 75313 DURABLE SPECIAL TIES , INC . WORK EXPERIENCE MAJOR CONTRACTS 2008 CONTRACT SCOPE OF WORK YEAR/JO B# LOCATED NAME AND AMT AD DRE SS s 656 ,000 .00 TRAFFIC SIGNAL 2008/831 BARNETI RD & JOHNSON TXDOT -WICHITA ROAD 1601 SOUTHWEST PKWY WICHITA FAL LS , TEXAS 76302 s 328 ,000 .00 TRAFFIC SIGNAL 2008/832 VAR IOUS LOCATIONS TXDOT -DALLAS PO BOX 133067 DALLAS , TEXAS 75313 $ 125 ,600 .00 TRAFFIC SIGNAL 2008/835 TEASLEY LN & HICKORY C D HENDERSON CREEK 1985 FOREST LANE GARLAND, TEXAS 75042 s 398 ,600.00 TRAFFIC SIGNAL 2008/837 MOUNTAIN CREEK PKWY TEXAS STERLING 2100 N. HWY 360 , #106A GRAND PRAIRIE, TEXAS 75050 $ 168,500.00 VIDEO DETECTION 2008/838 VARIOUS LOCATIONS CITY OF HAL TOM CITY 4200 HOLLIS ST. HALTOM CITY , TEXAS 76111 $ 471,009 .00 TRAFFIC SIGNAL 2008/845 GEORGE BUSH TURNPIKE MICA CORPORATION PO BOX 161609 FT. WORTH , TEXAS 76161 $ 167,192.13 TRAFFIC SIGNAL 2008/845 US 75 UNDERPASS @ MICA CORPORATION PARKER RD PO BOX 161609 FT. WORTH, TEXAS 76161 $ 98 ,800 .00 TRAFFIC SIGNAL 2008/849 DENTON TAP RD@ UNITED COMMERCIAL DEVELOPMENT HIGHLAND DR. 7001 PRESTON RD., #500 DALLAS, TEXAS 75205 $ 148 ,700 .00 TRAFFIC SIGNAL 2008/850 IH 20 (FM 3325/FM 1187) MICA CORPORATION PO BOX 161609 FT. WORTH, TEXAS 76161 $ 124,300.00 TRAFFIC SIGNAL 2008/852 BELKNAP ST & GROVE ST. CITY OF FT. WORTH GROV E ST. & WEATHERFORD 5001 JAMES AVE, #301 ST. FT. WORTH, TEXAS 76115 $ 383 ,500 .00 TRAFFIC SIGNAL 2008/856 FM 544 -WOODBRIDGE L. H. LACY CROSSING IMPRV MT PO BOX 541297 DALLAS, TEXS 75354 $ 1,117,000 .00 TRAFFIC SIGNAL 2008/857 IH 35E TXDOT -DALLAS PO BOX 133067 DALLAS , TEXAS 75313 s 302 ,000 .00 T RAFFIC SIGNA L 2008/858 SH 121 -NTIA MICA CORPORATION PO BOX 161609 FT. WORTH, T EXAS 76 16 1 DURABL E SP ECIAL TIES , INC . WORK EX PERIEN CE MAJOR CONTRACTS 2009 CON T RACT SCOPE OF WORK Y EAR/JOB # LOCATED AMT NAME AND ADDRESS S 129 ,849 .00 S IGNAL MODIF ICATION 2009/901 W . 7TH & CURR IE ST. CONATSER CONSTRUCTION 5327 WICHITA ST . s $ 260 ,077.00 TRAFFIC SIGNAL 302 ,700 .00 TRAFFIC SIGNAL IMPRO VEMEN TS FT . WORTH , TEXSA 76102 2009/902 IH 20 (GREAT SOUTHWEST MCMAHON CONTRACTING PARKWAY) PO BOX 153086 IRVING , TEXAS 75015-3086 2009/904 VARIOUS LOCATIONS CITY OF NORTH RICHLAND HILSS 72 00 A DICK FISH ER DR. S NORTH RICHLAND HILLS, TEXAS 76182-0609 DESCRIPTION OF EQUIPMENT 2005 F450 W/ALTEC BUCKET 2005 VERMEER R~650 2007 CATERPILLAR EXCAVA'ID.R 304C 2006-BJBCAT SKID STr,i:',t:<. LOADER 2006 VERi'IBER D24X40ll NAVIGATOR 2007 MACK crP713 2005 IH 4200CR 18 TON CRANE 2001 INTERNATIONAL CRANE : 2004 MACK Qf613 CAB TRUCK ?.000 VF.RMF.RRVS750 TRENCHER 2000 SPOIL VAC 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 : F-5 THE STATE OF TEXAS COUNTY OF TARRANT § § § Bond# 2892376 PAYMENT BOND KNOW ALL BY THESE PRESENTS : That we, (1) ____ D __ u_ra __ b __ l __ e_S__.p.__e __ c"'""i""'"al"-ti ..... e"""'s .... , __ ln"""'c""-----' as Principal herein , and (2) Great American Insurance Com p a n y of New York a corporation organized and existing under the laws of the State of (3) NY , 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 Hundred Twenty Four Thousand, Three Hundred Dollars and No Cents Dollars ($124,300.00) for the payment whereof, the said Principal and Surety bind themselves and their heirs , executors , administrators , successors and assigns , jointly and severally , firmly by these presents : WHEREAS , the Principal has entered into a certain written contract with the Obligee dated the 10th day of February , 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: Installation of Two New Traffic Signals at the Intersections of Belknap Street and Grove Street and Weatherford Street and Grove Street TPW Project No. TPW-TS-2008-00026. NOW, THEREFORE , THE CONDITION OF THIS OBLIGATION IS SUCH , that if the sa id Principal shall fa ithfully make payment to each and every cla imant (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 dete rmined 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 10th day of February , 2009 . Durable Specialties, Inc. ATTEST: (,~J C11YVYv ·&]\hN (Principal) Secretary Title : 9 {e_5i Q Qf) "t - (SE AL) (SEAL) NOTE: (1) (2) (3) Address : P.O. Box 3817 88 Duncanville, TX 75138 ---------------F.---:-- Great American Insurance Company of New York :~RETY~& Name: Jack M. Crowley Attorney in Fact Address : 2201 N. Collins 11295 Arlington, TX 76011-2698 Telephone Number: 817-794-1600 Correct name of Principal (Contractor). Correct name of Surety . 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. G REAT A MER ICAN INSU RA NCE COMPA NY O F NEW YORK GREAT AMERICAN INSURANCE COMPANY OF NEW YORK NewYork Administrative Office: 580WALNUT STREET • CINCINNATI, OHIO 45202 • 513-369-5000 • FAX 513-723-2740 The number of persons authorized by this power of attorney is not more than THREE No . 0 16961 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the GREAT AMERICAN INSURANCE COMPANY OF NEW YORK, a corporation organized and existing under and by virtue of the laws of the State of New York , does hereby nominate, constitute and appoint the person or persons named below its true and lawful attorney-in-fact , for it and in its name , place and stead to execute in behalf of the said Company, as surety, any and all bonds, undertakings and contracts of suretyship, or other written obligations in the nature thereof; provided that the liability of the said Company on any such bond, undertaking or contract of suretyship executed under this authority shall not exceed the limit stated below. Name Address Limit of Power JACK M . CROWLEY WAYNE A. COBLE PATRICIA A. SMITH ALL OF ARLINGTON , TEXAS ALL $75 ,000,000 This Power of Attorney revokes all previous powers issued in behalf of the attorney(s)-in-fact named above . IN WITNESS WHEREOF, the GREAT AMERICAN INSURANCE COMPANY OF NEW YORK has caused these presents to be signed and attested by its appropriate officers and its corporate seal hereunto affixed this 10th day of July , 2006 Attest GREAT AMERICAN INSURANCE COMPANY OF NEW YORK 1 I I "II,, f DAV ID C . KITCHIN (5 13-412-4602) STATE OF OHIO, COUNTY OF HAMILTON-ss: On this 10th day of July , 2006 , before me personally appeared DAVID C. KITCHIN, to me known, being duly sworn , deposes and says that he resides in Cincinnati , Ohio, that he is the Divisional Senior Vice President of the Bond Division of Great American Insurance Company of New York , the Company described in and which executed the above instrument; that he knows the seal; that it was so affixed by authority of his office under the By-Laws of said Company, and that he signed his name thereto by like authority. KAREN L BERRY NOTARY PUBLIC STATE OF OHIO My Commission Expires 02 16-09 f This Power of Attorney is granted by authority of the following resolu t ions adopted by the Board of Directors of Great American Insurance Company of New York by unanimous written consent dated July 27, 1995 . RESOLVED: That the Division President, the several Division Vice Presidents and Assistant Vice Presidents, or any one of them, be and hereby is authorized, from time to time, to appoint one or more Attorneys-In-Fact to execute on behalf of the Company, as surety, any and all bonds, undertakings and contracts of suretyship, or other written obligations in the nature thereof; to prescribe their respective duties and the respective limits of their authority; and to revoke any such appointment at any time . RESOLVED FURTHER: That the Company seal and the signature of any of the aforesaid officers and any Secretary or Assistant Secretary of the Company may be affixed by facsimile to any power of attorney or certificate of either given for the execution of any bond, undertaking, contract or suretyship, or other written obligation in the nature thereof, such signature and seal when so used being hereby adopted by the Company as the original signature of such officer and the original seal of the Company, to be valid and binding upon the Company with the same force and effect as though manually affixed. CERTIFICATION I, RONALD C. HAYES, Assistant Secretary of Great American Insurance Company of New York , do hereby certify that the foregoing Power of Attorney and the Resolutions of the Board of Directors of July 27 , 1995 have not been revoked and are now in full force and effect. Signed and sealed this lOth:lay of February ,2009 ~ / I -' ~ ~-~:----_; __ ---~ I ,t ~. /I Bond# 2892376 PERFORMANCE BOND THE STATE OF TEXAS COUNTY OF TARRANT § § § KNOW ALL BY THESE PRESENTS: That we, ( 1 ) ____ D __ u=r __ a=b ....... le----"-S.._p ....... e ___ ci __ a;.;..;lt=ie;;...s ...... __ 1 n __ c _____ as Principal herein, and (2) _ Great American Insurance Company of New York a corporation organized under the laws of the State of (3) _N_Y _________ , 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 Hundred Twenty Four Thousand, Three Hundred Dollars and No Cents Dollars ($124,300.00) for the payment of which sum we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally , firmly by these presents. WHEREAS, Principal has entered into a certain written contract with the Obligee dated the 10th day of February , 2009, a copy of which is attached hereto and made a part hereof for all purposes, for the construction of Installation of Two New Traffic Signals at the Intersections of Belknap Street and Grove Street and Weatherford Street and Grove Street TPW Project No. TPW-TS-2008-00026. 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 10th day of February , 2009. Durable Specialties, Inc. ATTEST: ~k A~ J D/\vvv ~lb ,-v (Principal) Secretary (SE AL) (SE AL) Address: P.O. Box 381788 Duncanville, TX 75138 -----------,.,.-::--=-----c.:.: , .... -__ .- Great American Insurance Company of New York SURETY/: ~h By: ~d ~ Name: Jack M. Crowley Attorney in Fact Address :2201 N. Collins #295 Arlington, TX 76011-2698 Witness as to Surety Telephone Number: 817 -794 -1600 NOTE: (1) (2) (3) Correct name of Principal (Contractor). Correct name of Surety. 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. G REAT A MERIC AN INSUR A NCE COMPA NY OF NEW YORK GREAT AMERICAN INSURANCE COMPANY OF NEW YORK NewYork Administrative Office: 580 WALNUT STREET • CINCINNATI, OHIO 45202 • 513-369-5000 • FAX 513-723-2740 The number of persons authorized by this power of attorney is not more than THRE E No. 0 16961 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the GREAT AMERICAN INSURANCE COMPANY OF NEW YORK , a corporation organized and existing under and by virtue of the laws of the State of New York , does hereby nominate, constitute and appoint the person or persons named below its true and lawful attorney-in-fact, for it and in its name , place and stead to execute in behalf of the said Company, as surety, any and all bonds, undertakings and contracts of suretyship, or other written obligations in the nature thereof; provided that the liability of the said Company on any such bond , undertaking or contract of suretyship executed under this authority shall not exceed the limit stated below. Name Address Limit of Power JACK M. CROWLEY WAYNE A. COBLE PATRICIA A. SMITH ALL OF ARLINGTON , TEXAS ALL $75 ,000 ,000 This Power of Attorney revokes all previous powers issued in behalf of the attorney(s)-in-fact named above . IN WITNESS WHEREOF, the GREAT AMERICAN INSURANCE COMPANY OF NEW YORK has caused these presents to be signed and attested by its appropriate officers and its corporate seal hereunto affixed this 10th day of July , 2006 Attest GREAT AMERICAN INSURANCE COMPANY OF NEW YORK ___ -::::::, DAV ID C. KITCHIN (513-412-4602) STATE OF OHIO, COUNTY OF HAMILTON-ss: On this 10th day of July , 2006 , before me personally appeared DAVID C. KITCHIN , to me known, being duly sworn , deposes and says that he resides in C incinnati , Ohio, that he is the Divisional Senior Vice President of the Bond Division of Great American Insurance Company of New York , the Company described in and which executed the above instrument ; that he knows the seal ; that it was so affixed by authority of his office under the By-Laws of said Company, and that he signed his name thereto by like authority. KAREN L BERRY NOTARY PUBLIC ~TATE OF OHIO My Commission Fxpires 02-16-09 ~1l, I "*,. This Power of Attorney is granted by authority of the following resolutions adopted by the Board of Directors of Great American Insurance Company of New York by unanimous written consent dated July 27 , 1995. RESOLVED: That the Division President, the several Division Vice Presidents and Assistant Vice Presidents, or any one of them , be and hereby is authorized, from time to time, to appoint one or more Attorneys-In-Fact to execute on behalf of the Company, as surety, any and all bonds, undertakings and contracts of suretyship, or other written obligations in the nature thereof; to prescribe their respective duties and the respective limits of their authority; and to revoke any such appointment at any time . RESOLVED FURTHER: That the Company seal and the signature of any of the aforesaid officers and any Secretary or Assistant Secretary of the Company may be affixed by facsimile to any power of attorney or certificate of either gi ven for the execution of any bond, undertaking, contract or suretyship, or other written obligation in the nature thereof, such signature and seal when so used being hereby adopted by the Company as the original signature of such officer and the original seal of the Company, to be valid and binding upon the Company with the same force and effect as though manually affixed. CERTIFICATION I, RONALD C. HAYES , Assistant Secretary of Great American Insurance Company of New York , do hereby certify t hat the foregoing Power of Attorney and the Resolutions of the Board of Directors of July 27 , 1995 have not been revoked and are now in full force and effect. lOthlay of February ' I \ THE STATE OF TEXAS COUNTY OF TARRANT KNOW ALL BY THESE PRESENTS : § § § Bond# 2 892376 MAINTENANCE BOND That Durable Specialties, Inc ("Contractor''),as principal , and , Great American Insurance Company o f Ne w York a corporation organized under the laws of the State of NY , ("Surety"), do hereby acknowledge themselves to be held and bound to pay unto the City of Fort Worth , a Municipal Corporation chartered by virtue of Constitution and laws of the State of Texas , ("City") in Tarrant County , Texas , the sum of One Hundred Twenty Four Thousand, Three Hundred Dollars and No Cents Dollars ($124,300.00) lawful money of the United States , for payment of which sum well and truly be made unto said City and its successors , said Contractor and Surety do hereby bind themselves , their heirs , executors , administrators , assigns and successors , jointly and severally . This obligation is conditioned , however, that: WHEREAS, said Contractor has this day entered into a written Contract with the City of Fort Worth , dated the 10th of February , 20 09, a copy of which is hereto attached and made a part hereof, for the performance of the following described public improvements : Installation of Two New Traffic Signals at the Intersections of Belknap Street and Grove Street and Weatherford Street and Grove Street the same being referred to herein and in said contract as the Work and being designated as project number(s) TPW-TS-2008-00026 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 cond it ion 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# 2892376 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 10th day of February , AD. 2009. Durable Specialties, Inc. ATTEST : cit\ 1\ o-1) a Mfh) :12vr.Rlw (Principal) Secretary (SE AL) (SE AL) Address : P.O. Box 381788 Duncanville, TX 75138 Great American Insurance Company of New York SURETY /J _ / __..-; .,.----S2.._ By : v:% ,,r7' ~ Nam_e_:~;?t:-a~c~k~M~.-C_r_o~:-l_e_y ~~~~~~ Attorney in Fact Address : 2201 N. Collins 11295 Arlington, TX 76011-2698 Witness as to Surety Telephone Number: 817-794-1600 NOTE : (1) (2) (3) Correct name of Principal (Contractor). Correct name of Surety . 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. GREAT A M ER IC A N INSURA NCE COMPANY OF NEW YORK GREAT AMERICAN INSURANCE COMPANY OF NEW YORK NewYork Administrative Office: 580 WALNUT STREET • CINCINNATI, OHIO 45202 • 513-369-5000 • FAX 513-723-2740 The number of persons authorized by this power of attorney is not more than THREE No . 0 16961 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the GREAT AMERICAN INSURANCE COMPANY OF NEW YORK , a corporation organized and existing under and by virtue of the laws of the State of New York , does hereby nom inate, constitute and appoint the person or persons named below its true and lawful attorney-in-fact, for it and in its name, place and stead to execute in behalf of the said Company, as surety, any and all bonds, undertakings and contracts of suretyship, or other written obligations in the nature thereof; provided that the liability of the said Company on any such bond , undertaking or contract of suretyship executed under this authority shall not exceed the limit stated below. Name Address Limit of Power JACK M. CROWLEY ALL OF ALL WAYNE A . COBLE PATRICIA A. SMITH ARLINGTON , TEXAS $75 ,000 ,000 This Power of Attorney revokes all previous powers issued in behalf of the attorney(s)-in-fact named above. IN WITNESS WHEREOF, the GREAT AMER ICAN INSURANCE COMPANY OF NEW YORK has caused these presents to be signed and attested by its appropriate officers and its corporate seal hereunto affixed this 10th day of July , 2006 Attest GREAT AMERICAN INSURANCE COMPANY OF NEW YORK DAVID C. KITCHIN (513-412-4602) STATE OF OHIO, COUNTY OF HAMILTON-ss: On this 10th day of July , 2006 , before me personally appeared DAVID C. KITCHIN , to me known , being duly sworn , deposes and says that he resides in Cincinnati , Ohio, that he is the Divisional Senior Vice President of the Bond Division of Great American Insurance Company of New York , the Company described in and which executed the above instrument ; that he knows the seal; that it was so affixed by authority of his office under the By-Laws of said Company, and that he signed his name thereto by like authority. i<AHEN L BERRY NOTARY PUBLIC STATE OF OHIO Mv COITlfTIISSton £:xp1res 02-16-09 This Power of Attorney is granted by authority of the following resolutions adopted by the Board of Directors of Great American Insurance Company of New York by unanimous written consent dated July 27 , 1995. RESOLVED: That the Division President, the several Division Vice Presidents and Assistant Vice Presidents, or any one of them, be and hereby is authorized, from time to time, to appoint one or more Attorneys-In-Fact to execute on behalf of the Company, as surety, any and all bonds, undertakings and contracts of suretyship, or other written obliga tions in the nature thereof; to prescribe their respective duties and the respective limits of their authority; and to revoke any such appointment at any time. RESOLVED FURTHER: That the Company seal and the signature of any of the aforesaid officers and any Secretary or Assistant Secretary of the Company may be affixed by facsimile to any power of attorney or certificate of either given for the execution of any bond, undertaking, contract or suretyship, or other written obligation in the nature thereof, such signature and seal when so used being hereby adopted by the Company as the original signature of such officer and the original seal of the Company, to be valid and binding upon the Company with the same force and effect as though manually affixed. CERTIFICATION I, RONALD C. HAYES , Ass istant Secretary of Great American Insurance Company of New York , do hereby certify that the foregoing Power of Attorney and the Resolutions of the Board of Directors of July 27 , 1995 have not been revoked and are now in full force and effect. Signed and sealed this lOthlay of February ,2009 ~ / (~ ) \ \___ ~;.----~ \ I f \ • ,,,. PARTG CONTRACT G-0 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 10th day of February , 20...Q.L 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.O ., 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 Durable Specialties, Inc HEREINAFTER CALLED Contractor. WITNESSETH: That said parties have agreed as follows : 1. That for and in consideration of the payments and agreements hereinafter mentioned to be made and performed by the Owner, and under the conditions expressed in the bond bearing even date herewith, the said Contractor hereby agrees with the said Owner to commence and complete the construction of certain improvements described as follows : INSTALLATION OF TWO NEW TRAFFIC SIGNALS AT THE INTERSECTIONS OF BELKNAP STREET AND GROVE STREET AND WEATHERFORD STREET AND GROVE STREET Designated as project number: TPW-TS-2008-00026. 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 Worth adopted by the City Council of the City of Fort Worth , which Plans and Specifications and Contract Documents are hereto attached and made a part of this contract the same as if written herein. OFFICIAL RECOR CITY SECRETARY FT. WORTH, TX 3. The Contractor hereby agrees and binds himself to commence the construction of said work within ten (10) days after being notified in writing to do so by the Transportation and Public Works Department of the City of Fort Worth . 4. The Contractor hereby agrees to prosecute said work with reasonable diligence after the commencement thereof and to fully complete and finish the same ready for the inspection and approval of the Transportation and Public Works Department of the City of Fort Worth and the City Council of the City of Fort Worth within a period of 45 (Forty Five) 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 t ime allowed as provided in the General Conditions , there shall be deducted from any monies due or which may thereafter become due him , the sum of $ 210.00 per calendar day, not as a penalty but as liquidated damages , the Contractor and his Surety shall be liable to the Owner for such deficiency. 5 . Should the Contractor fail to begin the work herein provided for within the time herein fixed or to carry on and complete the same according to the true meaning of the intent and terms of said Plans, Specifications , and Contract Documents , then the Owner shall have the right to either demand the surety to take over the work and complete the same in accordance with the Contract Documents or to take charge of and complete the work in such a manner as it may deem proper, and if, in the completion thereof, the cost to the said City shall exceed the contract price or prices set forth in the sa id 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. 6. 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 negligence or alleged negligence of Owner, its officers. servants, or employees. Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's officers , servants and employees and an dama e , loss or destruction to property of the Owner arising from the performance of any of the terms and conditions of this Ot-llilAL RECOR CITY SECRETARY C -2 FT. ~ORTH, TX Contract, whether or not any such injury or damage is caused in whole or in part by the negligence or alleged negligence of Owner, its officers, servants or employees . In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. 7. The Contractor agrees, on the execution of this Contract, and before beginning work, to make, execute and deliver to said City of Fort Worth good and sufficient surety bonds for the faithful performance of the terms and stipulations of the Contract and for the payment to all claimants for labor and/or materials furnished in the prosecution of the work, such bonds being as provided and required in Texas Government Code Section 2253, as amended, in the form included in the Contract Documents, and such bonds shall be 100 percent ( 100%) of the total contract price , and the said surety shall be a surety company duly and legally authorized to do business in the State of Texas, and acceptable to the City Council of the City of Fort Worth. 8 . 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 HUNDRED TWENTY FOUR THOUSAND THREE HUNDRED DOLLARS AND NO CENTS $124,300.00 C-3 OF FI IAL RECO CITY SECRETARY FT.W TH ,TX 9. It is further agreed that the performance of this Contract, either in whole or in part, shall not be sublet or assigned to anyone else by said Contractor without the written consent of the 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 . C-4 c.; LRECO CITY SECRETAR FT. WORTH, TX Done in Fort Worth , Texas , this the 1 oth day of February , 20..a....;09 ___ _ APPROVED: ~ ..d, le ~C~L.c DIRECToR,TNSPO ATloN AND PUBLIC WORKS DEPARTMENT })u,<Lb)t S pecia,\--h es 1"1.fL . ATIEST: (Contractor) ~c~ (SEAL) C,-~~340 Contrac~ Authorizatiou c9-.)10\oc, (TITLE) Date l7 .D .'t:)uJ-3B l1 Bo APPROVED AS TO FORM & (Address) LEGALi : 1) llt'\(CLVI \/1 \ \ e \1'x,. 1 '5 138 (City/State/Z ip) Revised Ju ne 2008 GREEN CEMENT POLICY COMPLIANCE STATEMENT (To be furnished by the Contractor to the City at the time of bid opening) (Submit separate forms for each supplier I product supplier) Name of Project: City Praj. Na.: This is to certify that the cement to be utilized for the above project will meet the following criteria: The cement was manufactured in a kiln utilizing the dry process (list source below} or in a kiln that meets the emission standard of 1. 71b or less of NOx l ton of clinker released into the atmosphere. Name o.f Manufacturer Address of Manufacturer: ------------------- CONTRACTOR SUPPLIER Name Name Title Title Company Company Phone Number Phone Number D-74 "GREEN" CEMENT POLICY As per Fort Worth City Council Resolution 3536, the City Manager is authorized to specify the purchase of dry kiln cement as the base bid in City of Fort Worth bid projects, with an alternative bid for the purchase of cement from an unspecified source and preferential purchasing for bids from a cement kiln with emissions not exceeding 1. 7 pounds of NOx per ton of clinker produced. In cases where cement meeting the above requirements is not available , and where cement from a non-compliant source must be utilized, the Contractor shall furnish good faith effort documentation in the form of letters from two North Texas cement suppliers of green cement stating that no stock of green cement is available for the contractor at that time. These letters shall be considered valid for a maximum of one week after which new letters must be submitted to the Project Inspector if green cement continues to remain unavailable . All related costs for complying with the Green Cement Policy shall be considered subsidiary to the applicable project pay items . The contractor shall submit the Green Cement Policy Compliance Statement or the good faith effort documentation at the time the of bid opening of the project. A copy of the Compliance Statement is attached at the end of this section. Failure to comply with the Green Cement Policy may result in rejection of the bid as non-responsive.