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HomeMy WebLinkAboutContract 38360,, . --------------1 -COl'f-__ COfflAC1GI FORT -+CONTMCYOnlOIIIIIII 00. _.::J._ary .... __.., ......... .. MIIIIE&I• ---~-·IUCOff SPECIFICATIONS AND CONTRACT DOCUMENTS MISCELLANEOUS STORM DRAIN IMPROVEMENTS CONTRACT 2009 MIKE MONCRIEF MAYOR PROJECT NUMBERS: CITY PROJECT NO. -01137 TPW -PE69 539120 0209203 DECEMBER 2008 OFFICIAL RECORD DAL F ETARY CITY H,TX GREG SIMMONS, P.E. -ACTING DIRECTOR :c\,."'''""-\\\\ TRANSPORTATION AND PUBLIC WORKS ~~~ •. 9.f..l§}tt,1 Ht:o •. ,.. * ··.:fui 1,J ,,. • ,. .... * ~). PREPARED BY: :f-t; \ *~ ;:;(·-............ _., ........ -..:. .... ~ TPW -STORM WATER MANAGEMENT 1 .. ~~.?!:.~;.i.~~-] .,,, -o \ 93668 j ;/ ~~o·· .. I ·~& ,,..~~··.I s • ~~ .t;' ., ,. '31, .. ~ - 03-20-0 9 A 11 : 39 IN M&C Review Page 1 of 2 Official site of the City of Fort Worth, Texas CITY COUNCIL AGENDA FORT WORTH ~ COUNCIL ACTION: Approved on 3/3/2009 -Ord. No. 18501-03-2009 DATE: 31312009 REFERENCE NO.: CODE: C TYPE: C-23382 NON- CONSENT LOG NAME: PUBLIC HEARING: 20SWMEVERGREEN NO SUBJECT: Authorize Execution of a Contract with Tri Tech Construction, Inc., in an Amount up to $1,000,000.00 for the Miscellaneous Storm Drain Improvements and Adopt Appropriation Ordinance RECOMMENDATION: It is recommended that the City Council: 1. Authorize the transfer of $600,000 .00 from the Storm Water Utility Operating Fund to the Storm Water Capital Projects Fund; 2 . Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Storm Water Capital Projects Fund in the amount of $600,000.00 from available funds ; and 3. Authorize the City Manager to execute a contract with Tri Tech Construction , Inc., in an amount up to $1,000,000 .00 for Miscellaneous Storm Drain Improvements. DISCUSSION: The Storm Water Management program was established to reduce flooding in Fort Worth, preserve streams, minimize water pollution and to operate the storm water system in a more effective manner to fully comply with state and federal regulatory requirements. This will be accomplished by infrastructure reconstruction and system maintenance, master planning, enhanced development review and increased public education and outreach . The $600,000 .00 authorized for transfer, per this M&C, will be combined with existing funding to fully fund the contract plus the funds necessary for right-of-way and easement acquisition, inspection and survey services. The work to be performed under this contract consists of minor extensions, replacements and/or improvements to existing storm water systems and other pertinent construction required to provide a more effective drainage system to neighborhoods within the City limits of Fort Worth . There is not a pre-defined single project scope for this contract but, rather work orders will be issued on this contract as needs arise . The price of each work order will be based on the unit prices bid with the cumulative amount of all work orders issued under this contract capped at $1 ,000,000.00. This contracting tool will enhance the City 's responsiveness to minor drainage infrastructure needs that arise periodically by precluding the need to conduct an independent solicitation and award process for each small project. The bid amounts cited below were based on hypothetical quantities for the purpose of establishing unit prices for each work item. The bid specifications stipulated that regardless of the dollar amount bid, the contract would be awarded in an amount up to $1,000,000 .00. Final payments will be made based on actual measured quantities. Funding will be verified individually for each work order prior to its release . The bid documents also include a provision for the City to exercise an option to renew this contract two times under the same terms, conditions and unit prices. http://apps.cfwnet.org/ council _packet/me _review .asp?ID= 11270&councildate=3/3/2009 3/4/2009 &CR.eview Page 2 of2 This project was advertised for bid in the Fort Worth Star-Telegram on December 18, 2008, and December 25, 2008. On January 22, 2009, the following bids were received: BIDDERS Tri Tech Construction, Inc. Burnsco Construction, Inc. Laughley Bridge and Construction, Inc. Conatser Construction TX, LP Ed A. Wilson, Inc. BID AMOUNT $2,163,600 .00 $2,267,600 .00 $2,274,900.00 $2,289,750 .00 $3 ,007,675.00 TIME OF CONTRACT 365 Calendar Days Tri Tech Construction, Inc., is in compliance with the City's M/WBE Ordinance by committing to 16 percent M/WBE participation. The City's goal on this project is 15 percent. In addition to the cost of construction, $100,000.00 is required for right of way and easement acquisition, inspection and survey services . This project is located in ALL COUNCIL DISTRICTS . FISCAL INFORMATION/CERTIFICATION: The Financial Management Services Director certifies that upon approval of the above recommendations and adoption of the attached supplemental appropriation ordinance, funds will be available in the current capital budget, as appropriated, of the Storm Water Capital Projects Fund and the Storm Water Capital Projects 2007 Revenue Bond Fund. TO Fund/Account/Centers P228 541200 201280113783 $500,000 .00 P228 541100 201280113741 $20,000 .00 P228 531350 201280113742 $40,000 .00 P228 531350 201280113751 $8,000.00 P228 531350 201280113753 P228 531350 201280113791 P228 531350 201280113785 $10 ,000.00 $2.000 .00 $20 ,000 .00 P228 476069 201280113722 $600 ,000 .00 Submitted for City Manager's Office by_;_ Originating Department Head: Additional Information Contact: ATTACHMENTS 20S\lVMEVERGREEN APPROP ORD.doc FROM Fund/Account/Centers PE69 538040 0209203 $600 ,000 .00 P228 541200 201280113783 $500 ,000 .00 P229 541200 201280113783 $500 ,000.00 Fernando Costa (6122) William A. Verkest (7801) Cannon R. Henry (2587) http://apps.cfwnet.org/council_packet/mc_review.asp?ID=l l270&councildate=3/3/2009 3/4/2009 l CITY OF FORT WORTH DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS STORM WATER MANAGEMENT DIVISION ADDENDUM NO. 3 MISCELLANEOUS STORM DRAIN IMPROVEMENTS CONTRACT 2009 RELEASE DATE: January 13 , 2009 PROJECT NUMBERS: CITY PROJECT NO. -01137 TPW -PE69 539120 0209203 BID RECEIPT DATE: I :30 PM , January 22, 2009 (Delayed one week, per this addendum) INFORMATION TO BIDDERS : The Specifications and Contract Documents for the above mentioned project are revised and amended as follows : 1. Addendum No. 1's and No. 2's Proposal (Part B) is to be replaced with the attached Part B -Proposal in its entirety. This Addendum No . 3 forms a part of the Contract Documents referenced above and modifies the Original Contract Documents and Plans. Acknowledge receipt of this Addendum in the space provided below, in the Proposal and acknowledge receipt on the outer envelope of your bid . Failure to acknowledge receipt of this Addendum could subject the bidder to be rejected as being non-responsive . RECEIPT ACKNOWLEDGED: William A . Verkest, P .E. ::RE~T OF TRANSPORTATION AND PUBLIC WORKS ,e>(f c~E . / O? Engineering Manager Or Department ofTransportation and Public Works/ Storm Water Management CITY OF FORT WORTH DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS STORM WATER MANAGEMENT DIVISION ADDENDUM NO. 2 MISCELLANEOUS STORM DRAIN IMPROVEMENTS CONTRACT 2009 RELEASE DATE : January 12, 2009 PROJECT NUMBERS: CITY PROJECT NO. -01137 TPW -PE69 539120 0209203 BID RECEIPT DATE: 1:30 PM, January 15 , 2009 INFORMA TJON TO BIDDERS : The Specifications and Contract Documents for the above mentioned project are revised and amended as follows : 1. Addendum No. 1's Proposal (Part B) is to be replaced with the attached Proposal. This Addendum No. 2 forms a part of the Contract Documents refeTenced above and modifies the Original Contract Documents and Plans . Acknowledge receipt of this Addendum in the space provided below , in the Proposal and acknowledge receipt on the outer envelope of your bid. Failure to acknowledge receipt of this Addendum could subject the bidder to be rejected as being non-responsive . T OF TRANSPORTATION AND PUBLIC WORKS -es e , .E. Enginee g Manager Department of Transportation and Public Works/ Storm Water Management CITY OF FORT WORTH DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS STORM WATER MANAGEMENT DIVISION ADDENDUM NO. 1 MISCELLANEOUS STORM DRAIN IMPROVEMENTS CONTRACT 2009 RELEASE DATE: January 09 , 2009 PROJECT NUMBERS: CITY PROJECT NO. -01137 TPW -PE69 539120 0209203 BID RECEIPT DATE: 1:30 PM, January 15, 2009 INFORMATION TO BIDDERS : The Specifications and Contract Documents for the above mentioned project are revised and amended as follows : 1. Delete the Proposal (Part B) in its entirety and replace with the attached Proposal. Clarification: All bid prices for pipe or culvert installation shall include cost for trench depth from O FT . to 8 FT. This Addendum No . 1 forms a part of the Contract Documents referenced above and modifies the Original Contract Documents and Plans . Acknowledge receipt of this Addendum in the space provided below, in the Proposal and acknowledge receipt on the outer envelope of your bid. Failure to acknowledge receipt of this Addendum could subject the bidder to be rejected as being non-responsive . RECEIPT ACKNOWLEDGED: ~ NT OF TRANSPORTATION AND PUBLIC WORKS By : {1)1 h -E+ng_,,,i ... ne-e""ri"'"ngc.y....M+a-na-g-:,e,,c.r ----- Department of Transportation and Public Works / Storm Water Management o.1 '<? .{) 'o TRI-TECH MWBE PAPER WORK FOR THE 2009 MISC .9 DRAINAGEIMPROVEMENTS WHICH BID ON 1-22-09 "'.1.1 _.s <;1' THE BID ON THIS JOB WAS FOR $2,163,600.00, BUT THE CITY A WARD PRICE WILL BE FOR $1,000 ,000.00 Max. MY MWBE PAPERWORK REFLECTS THE ONE MILLION DOLLAR AW ARD AMOUNT. I CONFIRMED THIS WITH CANNON HENRY THE PROJECT ENGINEER. /1,,- TABLE OF CONTENTS 1. Notice to Bidders 2. Special Instructions to Bidders 3. Proposal 4. Vendor Compliance 5. Minority and Women Business Enterprises Specifications 6. Prevailing Wage Laws and Rates 7. Special Provisions 8. Project Sign and Details 9. Contractor Compliance with Worker's Compensation Law 10. Certificate of Insurance 11. Maintenance Bond 12. Payment Bond 13. Performance Bond 14. Contract - 1 - NOTICE TO BIDDERS NOTICE TO BIDDERS Sealed proposals for the following: FOR: MISCELLANEOUS STORM WATER IMPROVEMENTS Project Numbers: TPW -PE69 539120 0209203 CITY PROJ . NO . -01137 Bids should be addressed to Purchasing Division of the City of Fort Worth, Texas and will be received at the Purchasing Office until 1 :30 PM, Thursday, January 15, 2009 and then publicly opened and read aloud at 2:00 PM in the Council Chambers. Plans, Specifications and Contract Documents for this project may be obtained at the Department of Transportation and Public Works, Second Floor, Municipal Building, 1000 Throckmorton Street, Fort Worth, Texas . Sets of documents will be provided for purchase for a nonrefundable price of TWENTY DOLLARS ($20.00) per set. Bid security is required in accordance with the Special Instruction to Bidders. Bidders are hereby informed that the Director of the Department of Transportation and Public Works 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 . 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 ninety (90) days from the date the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER 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 ninety (90) 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 non-responsive . Information regarding the status of Addenda and the Engineer's estimate may be obtained by contacting the Department of Transportation and Public Works at (817) 392-7913. Bidders shall not separate, detach or remove any portion, segment or sheets from the contract document at any time. Bidders must complete the proposal section(s) and submit the complete specifications book or face reject ion of the bid as non-responsive. It is recommended that the bidder make a copy of the forms included in the Minority and Women Business Enterprise section for submittal with in the time-line stated below or the bidder may request a copy of said forms from the City Project Manager named in this solicitation. 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 contract. A copy of the Ordinance can be obtained from the Office of the City Secretary. The bidder shall submit the MBE/WBE UTILIZATION FORM , PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation ") as appropriate . The documentation must be received no later than 5 :00 PM, five (5) City business days after the bid opening date . The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City . Failure to comply shall render the bid nonresponsive . For additional information , contact Cannon R. Henry, P .E. at (817) 392-2587. DALE FISSELER CITY MANAGER Advertising Dates: December 18, 2008 December 25, 2008 MARTHA HENDRIX CITY SECRETARY Greg Simmons , P . E. Acting Director, Department of Transportation and Public Works r~~C!ilioE ft7I Manager, Storm Water Management - 2 - SPECIAL INSTRUCTIONS TO BIDDERS 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 Jess 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 aw arded . To be an acceptable surety on the bid bond , the surety must be authorized to do business in the state of Texas. In addition, the surety must ( l) 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 ex cess 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 Jaw . 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 contacting the Department of Transportation and Public Works at (817) 871-7913. Bids that do not acknowledge all applicable addenda will be rejected as non- responsive. 4. AW ARD OF CONTRACT: The contract, if awarded, will be awarded to the lowest responsive bidder. The City reserves the right to reject any or all bids and waive any or all irregularities . No bid may be withdrawn until the expiration of NINETY (90) 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 Jess, payment to the contractor shall be made in one Jump 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. If the contract amount is in ex cess of $25,000, a Payment Bond shall be executed, in the amount of the contract, solel y for the protection of all claimants supplying labor and material in the prosecution of the work. 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 . 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 Jaw; 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 proofrequired 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 6. LIQUIDATED DAMAGES: The Contractor's attention is called to Part 1 -General Provisions, Item 8, Paragraph 8 .6, Standard Specifications for Street and Storm Drain Construction of the City of Fort Worth, Texas, concerning liquidated damages for late completion of projects except as modified by these specifications . 7. EMPLOYMENT AND NON-DISCRIMINATION: The Contractor shall not discriminate against any person(s) because of sex, race , religion , color or national origin and shall comply with the provisions of sections I 3A-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 provision 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 Director of the Department of Transportation and Public Works for use by the City 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 . 11. ADDITIONAL INSURANCE REQUIREMENTS: A. The City , its officers, employees and servants shall be endorsed as an additional insured on Contractor's insurance policies excepting employer's liability insurance coverage under Contractor's workers' compensation insurance policy . B. Certificates of insurance shall be delivered to the City of Fort Worth, contract administrator in the respective department as specified in the bid documents, 1000 Throckmorton Street, Fort Worth , TX 76102, prior to commencement of work on the contracted project. C. Any failure on part of the City to request required insurance documentation shall not constitute a waiver of the insurance requirements specified herein. D . Each insurance policy shall be endorsed to provide the City a minimum thirty days notice of cancellation , non-renewal , and/or material change in policy terms or coverage . A ten days notice shall be acceptable in the event of non-payment of premium . E. Insurers must be authorized to do business in the State of Texas and have a current A.M . Best rating of A: VII or equivalent measure of financial strength and solvency . F . Deductible limits, or self-funded retention limits, on each policy must not exceed $10,000.00 per occurrence unless otherwise approved by the City . G . Other than worker's compensation insurance, in lieu of traditional insurance, City may consider alternative coverage or risk treatment measures through insurance pools or risk retention groups. The City must approve in writing any alternative coverage . H. Workers' compensation insurance policy(s) covering employees employed on the project shall be endorsed with a waiver of subrogation providing rights of 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 msurance policies required by these contract documents. 12. NON-RESIDENT BIDDERS: Pursuant to Texas Government Code, art. 2252 .002 , the City of Fort Worth will not award this contract to a non-resident bidder unless the non- resident's bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a non-resident bidder to obtain a comparable contract in the state in which the non-resident's principal place of business is located . "Non-resident bidder" means a bidder whose principal place of business is not in this state, but excludes a contractor whose ultimate parent company of majority owner has its principal place of business in this state. "Texas resident bidder" means a bidder whose principal place of business is in this state, and includes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. This provision does not apply if the project is funded in whole or in part with federal funds. The appropriate blanks of the Proposal must be filled out by all non-resident bidders in order for its bid to meet specifications. The failure of a non-resident contractor to do so will automatically disqualify that bidder . 13. MINORITY/WOMEN BUSINESS ENTERPRISE: In accordance with City of Fort Worth Ordinance No. 13550, 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 and 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 executed agreements with the M/WBE firm(s) to be utilized on this project. Such Letters of Intent or executed agreements shall include the following information: 1. Name of Contract 2. Name of M/WBE firm utilized 3. Scope of Work to be performed by the M/WBE firm 4. Monetary amount of work to be performed by the M/WBE firm 5. Signatures of all parties A notice to proceed will not be issued until the signed letter(s) or executed agreement(s) have been received. Throughout the duration of this project, the Contractor comply with the M/WBE Ordinance by complying with the following procedures: A M/WBE Participation Report Form must be submitted monthly until the contract is completed. The first report will be due 30 days after commencement of work . The monthly report MUST have an original signature to ensure accountability for audit purposes . Reports are to be submitted monthly to the M/WBE Office, regardless of whether or not the M/WBE firm has been utilized. If there was no activity by an M/WBE in a particular month, place a "O" or "no participation" in the spaces provided , and provide a brief explanation . The Contractor shall provide the M/WBE Office proof of payment to the M/WBE subcontractors and suppliers only . The M/WBE Office will accept the following as proof of payment: 1. Copies of submitted invoices with front and back copies of canceled check(s), OR 2 . A notarized letter explaining, in detail : a Subcontractor/supplier Scope of Work b. Date when services were received from subcontractor/supplier c. Amounts paid to the subcontractor/supplier d. 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, 5th floor -City Hall Annex. For additional information regarding compliance to the M/WBE Ordinance, call (817) 871-6104. Upon request, Contractor agrees to provide to Owner Complete and accurate information regarding actual work performed by a Minority/Women Business Enterprise (M/WBE) on the contract and payment therefore. Contractor further agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an M/WBE. The misrepresentation of facts ( other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal, state or local laws or ordinances relating to false statements; further , any such misrepresentation ( other than a negligent misrepresentation) and/or commission of fraud will result on the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three years. 14. 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. 15. PAYMENT, FINAL PAYMENT PROJECT ACCEPTANCE AND WARRANTY: Because of the unique nature of this contract, section 9.7 of the Standard Specifications for Street and Storm Drain Construction shall not apply and shall be superseded by the following: Whenever the improvements prescribed by an individual Work Order have been completed, the Contractor shall notify the Engineer. The Engineer or other appropriate official of the Owner will, within a reasonable time, perform the inspections. If such inspection reveals that the improvements are in an acceptable condition and have been completed in accordance with the terms of the Contract Documents and all approved modifications thereof, the Engineer will recommend acceptance of the work under that particular Work Order and recommend payment therefore . If the Engineer finds that the work has not been completed as required, the Contractor shall be advised in writing and will be furnished with an itemized list of all known items that have not been completed or which are not in an acceptable condition. When the Contractor has corrected all such items, he shall again notify the Engineer that the improvements are ready for inspection, and the Engineer shall proceed as outlined above . Whenever the improvements prescribed by the individual Work Order have been completed and all requirements of the Contract Documents have been fulfilled on the part of the Contractor as to that Work Order, an estimate showing the value of the work will be prepared by the Engineer as soon as the necessary measurements, computations, and checks can be made. The amount of the estimate will be paid to the Contractor after acceptance by the Transportation and Public Works Director, provided the Contractor has furnished to the Owner satisfactory evidence of payment as follows : Prior to submission of the estimate for payment, the Contractor shall execute an affidavit, as furnished by the City, certifying that all persons, firms, associations, corporations, or other organizations furnishing labor and/or materials under that Work Order have been paid in full, that the wage scale established by the City Council in the City of Fort Worth has been paid, and that there are no claims pending for personal injury and/or property damages. The acceptance by the Contractor of the individual payment as aforesaid shall operate as and shall release the Owner from all claims or liabilities under the Contract for anything done or furnished or relating to the work under that Work Order or any act or neglect of said City relating to or connected with the Contract. The making of the payment by the Owner shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents that specifically continue thereafter. For purposes of this section, the Work Order shall be deemed complete and accepted by the City as of the date the punch list for the particular Work Order 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 for the particular Work Order has been completed. 16. AIR POLLUTION WATCH DAYS: The Contractor shall be required to observe the following guidelines relating to working on City construction sites on days designated as "AIR POLLUTION WATCH DAYS". Typically, the OZONE SEASON, within the Metroplex area, runs from May 1, through OCTOBER 31 , with 6:00 a .m. -10 :00 a .m . being critical BECAUSE EMISSIONS FROM THIS TIME PERIOD HA VE 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 I 0:00 a.m. if use of motorized equipment is less than I hour, or if equipment is new and certified by EPA as "Low Emitting", or equipment bums 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. 17. 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 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 government-al 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. The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. G. The contractor shall notify the governmental entity in writing by certified mail or personal delivery, within ten days after the contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project. H. The contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Workers' Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. I. The contractor shall contractually require each person with whom it contracts to provide services on a project, to: ( 1) provide coverage, based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011 ( 44) for all of its employees providing services on the project, for the duration of the project; (2) provide to the contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (3) provide the contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; ( 4) obtain from each other person or entity with whom it contracts, and provide to the contractor: (a) a certificate of coverage, prior to the other person or entity beginning work on the project; and (b) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period , if the coverage period shown on the current certificate of coverage ends during the duration of the project; (5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter. (6) notify the governmental entity in writing by certified mail or personal delivery, within ten days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (7) contractually require each person with whom it contracts, to perform as required by paragraphs ( l) -(7), with the certificates of coverage to be provided to the person for whom they are providing services. J. By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is representing to the governmental entity that all employees of the contractor who will provide services on the project will be covered by workers' compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self- insured, with the commission's Division of Self-Insurance Regulation . Providing false of misleading information may subject the contractor to administrative penalties, criminal penalties, civil penalties or other civil actions. K . The contractor's failure to comply with any of these provisions is a breach of contract by the contractor which entitles the City to declare the contract void if the contractor does not remedy the breach within ten days after receipt of notice of breach from the City. "The contractor shall post a notice on each project site informing all persons providing services on the project that they are required to be covered , and stating how a person may verify current coverage and report failure to provide coverage . This notice does not satisfy other posting requirements imposed by the Texas Workers' Compensation Act or other Texas Workers' Compensation commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population . The text for the notices shall be the following text, without any additional words or changes: REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. 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." 18. 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. 19. DISCRIMINATION DUE TO DISABILITY: In accordance with the provisions of the Americans with Disabilities Act of 1990 ("ADA"), Contractor warrants that it will not unlawfully discriminate on the basis of disability in the provision of services to the general public, nor in the availability, terms or conditions of employment for applicants for employment with , or current employees of, Contractor. Contractor warrants that it will fully comply with the ADA's provisions and any other applicable federal , state, or local laws concerning disability and will defend, indemnify and hold City harmless against any and all claims or allegations filed by third parties against City arising out of Contractor 's alleged failure to comply with the ADA in the performance of this contract. - 3 - PROPOSAL PART B -PROPOSAL This proposal must not be removed from this book of Contract Documents. TO : Dale Fisseler City Manager Fort Worth , Texas PROPOSAL FOR: The furnishing of all materials , except materials specified to be furnished by the City , equipment and labor for the installation of storm drain lines or structures along with any and all necessary appurtenances and incidental work to provide a complete and serviceable project designated as : MISCELLANEOUS STORM WATER IMPROVEMENTS Proj ect Numbers: TPW -PE69 539120 0209203 CITY PROJ . NO . -01137 Pursuant to the foregoing 'Notice to Bidders ', the undersigned Bidder, having thoroughly examined the Contract Documents . including plans, special contract documents, and the Standard Contract Documents and Strandard Specifications for Street and Storm Drain Construction for Transportation and Public Works Department Projects , the site of the project and understanding the amount of work to be done, and the prevailing conditions , hereby proposes to do all the work , furnish all labor, equipment and material except as specified to be furnished by the City , which is necessary to fully complete the work as provided in the Plans and Contract Documents and subject to the inspection and approval of the Director of the Transportation and Public Works Department of the City of Fort Worth , Texas ; and binds himself upon acceptance of this Proposal to execute a contract and furnish an approved Performance Bond, Payment Bond , Maintenance Bond , and such other bonds , if any , as may be required by the Contract Documents for the performing and completing of the said work. Contractor proposes to do the work within the time stated and for the following sums : PAY CPMS APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL ITEM RECORD QUANTITY BID PRICES WRITIEN IN WORDS PRICE AMOUNT NUMBER (Furnish and install , including all appurtenant work , complete in place , the following items) 1. 810-00424 100 L.F . Curb & Gutter -Remove Per Linear Foot: kJ~ Dollars 9 tJJ-900 . 0~ and /Vo Cents $ $ 2. 810-00474 100 S.Y. Pavement-Valley Gutter -Remove Per Square Yard : Tk,'r ~ Dollars /3,~ I 300. ()_!_ and 11(12 Cents $ $ 3. 81D-00529 200 S.F. Walk -Remove Per Square Foot: 7.vvo Dollars J, e£-t./ ()0 . ()g_ and A/'o Cents $ $ 4. 81D-00533 200 S.F. Wa lk-ADA Wheelchair Ramp -Remove Per Square Foo t: T llVO Dollars ;J. q!_ L/00 , P.!, and vo Cents $ , $ 5. BID -00457 200 S.Y. Pavement-Concrete -Remove (Saw-cut Subsidiary) Per Square Yard: c~ Dollars J /. I),!.. $ :).JCJO . q E,_ and /Vo Cents $ 6 . BID-00102 20 EA Inlet-Remove Per Each : £,,hf-~,,JM Dollars fOIJ .u£ $ L(tJfJ(). Q!-and Cents $ 7. BID-00116 5 EA Manhole -Remove -All Sizes Pe r Each : tJIIL-Th9,,,~~ Dollars I O O CJ. ()J... $ ~OttJ. r;.f!... / and /f/p Cents $ 8 . BID-00070 500 C.Y. Headwall , Wingwalls , Toewalls , and Apro ns , - Remove Per Cubic Yard: T~/r 1-i, ?e,vo Dolla rs a og_ $ / b1 tf /J. Pf-and /V~ Cents $ 3 . B-2 t PAY CPMS APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL ITEM RECORD QUANTITY BID PRICES WRITIEN IN WORDS PRICE AMOUNT NUMBER (Furnish and install , including all appurtenant work, complete in place , the following items) 9 . 810-00054 100 L.F . Box Culvert -Remove , Per Linear Foot: }~~ Dollars 1'2, fl!__ $ ')'JOO. O.!-and IV<? Cents $ 10 . 810 -00080 200 L.F . Pipe -Remove, Per Linear Foot: T~ Dollars I;). o!-$ /). ~ OtJ. PL and A ,l_Q Cents $ ...... 11 . 50 L.F . Pipe-15 Inch-Class Ill (Non -Standard) -Replace, Per Linear Foot: ~ Dollars ?o.o.!-$ 3500. 09--and A(p Cents $ 12. BID-00908 50 L.F . Pipe-18 Inch-Class Ill (Non-Standard) -Replace Per Linear Foot: ?~r:~ and -/Vt2. Dollars Cents $ 7 S, O!.-$ 3?5{l. ~ 13 . 810-00081 300 L.F. Pipe-21 Inch-CL Ill -Install Per Linear Foot: ~''1~ Dollars f O _o.!-$ ). '1,000. O£_. and JA/a Cents $ 14. 810-00082 750 L.F . Pipe-24 Inch-CL Ill -Install Per Linear Foot: 1/,.'llf!fe Dollars 90 .o.£-$ tJ, ,oo , 0 ~ and A/IJ. Cents $ . 15 . 750 L.F . Pipe-24 Inch HOPE -Install Per Linear Foot: £,'9 I,~ R "'"'-Dollars ? -()!-$ t3, J7(}. ()!_-and t,/'() Cents $ s ... 16 . 810-01092 300 L.F . Pipe-27 Inch-Class Ill -Install Per Linear Foot: J/,'~ Dollars 90 . OJ-. ). ~ p(}O. 0£_ and A/, Cents $ $ B-3 PAY CPMS APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL ITEM RECORD QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT NUMBER (Furnish and install , including all appurtenant work, complete in place , the following items) 17 . BID-00083 300 L.F . Pipe-30 Inch-CL Ill -Install Per Linear Foot: O,u__ Ii."' tJ.1.rGJ... Dollars JOO. ()f!_ $ 30, (}()0. 0!-and &<2 Cents $ 18. 810-00084 300 L.F . Pipe-33 Inch-CL Ill -Install Per Linear Foot: 0 AL-b.w tt) d #" Dollars JI 0. o.J-$ 33,0tJ(). ~~ and @ Cents $ 19 . BID-00085 750 L.F . Pipe-36 Inch-CL Ill -Install Per Linear Foot: Oil/~ ~(:I. ,,)r,J jwen-4, Dollars /JO .()~ $ 'I(),()()()_ oe-and tf./a Cents $ 20 . 750 L.F . Pipe-36 Inch HOPE -Install Per Linear Foot: 0 /U_ 11.tt. ,,),d .A~ollars oo $ 'R't,~~o. "~ and ~ Cents $ JJS: - I 21 . BID-01101 100 L.F. Pipe-39 Inch-Class Ill -Install Per Linear Foot: 0 II'(. h ~,,. J,r,J. -Hi,'t ~ Dollars /30. ().J-I 3,/JO~ PL-and .,.v, Cents $ $ • 22 . BID-00086 100 L.F . Pipe-42 Inch -CL Ill -Install Per Linear Foot: g"' A11 J rtJ. .fg_ r~ Dollars Jl/ o.o.t-JLI, p~a O!--and A/q Cents $ $ 23 . BID-01106 100 L.F . Pipe-45 Inch-Class Ill -Install Per Linear Foot: ~ Aw. ,J,,u fi~ fl w._ Dollars /'/2, PY ii ztJ(). I}/?--and kn Cents $ $ 24 . BID-00087 750 L.F. Pipe-48 Inch-CL Ill -Install Per Linear Foot: O 11! htt1Jrt1 .{;~ H,,...<. Dollars 15'£ Qi-II tl I W. /) £---and ,&:'."~ Cents $ $ B-4 PAY CPMS APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL ITEM RECORD QUANTITY BID PRICES WRITIEN IN WORDS PRICE AMOUNT NUMBER (Furn ish and install , including all appurtenant work, complete in place, the following items) 25 . 750 L.F . Pipe-48 Inch HDPE -Install Per Linear Foot: OM. h,,_,.,w !o_c.~ Dollars L iO. Qt-/()5, ()CJ~ II.!-and tfLa Cents $ $ 26. BID-00919 100 L.F. Pipe-54 Inch-Class Ill -Install Per Linear Foot: QM. ~itnJctl f~,k.J., hc.r-t-Dollars If£ tJ.!-I ~S-~(}. OJ!-. and t,/Q Cents $ $ ' 27 . 100 L.F. Pipe-60 Inch-Class Ill -Install Per Linear Foot: ~Q bwnk..l Te" Dollars ;)./(}. ~ $ ~ I, 100. P£,-and A/1. Cents $ 28 . 100 L.F. Pipe-60 Inch HOPE -Install Per Linear Foot: -bk J.u.. Te" l ~/(2. Dollars :). / t ().!,-$ )fl tJt!)(/. pg_ . and /..LO Cents $ ' 29 . BID-00870 100 L.F . Box Culvert-3 Ft x 2 Ft -Install Per Linear Foot {)~ h"Jd ~r~ Dollars $ J l/0. tJt-$ J '-{~tJ/9. o..e-and A/o Cents 30 . BID-00871 100 L.F . Box Culvert-3 Ft x 3 Ft -Install Per Linear Foot: OM h,mW 9,z-n~ Hr{.. Dollars and Cents $ J'l£Qj.. $ I~, 5lJ~ r;.e_ ' 31 . BID-00872 100 L.F . Box Culvert-4 Ft x 2 Ft -Install Per Linear Foot: '7~ hr1. ~Jtt1 -/J!'h -h~ Dollars P.!!--I !J-; _r-c~ dft- and ,, Cents $ 1,S: $ I i 32 . BID-00873 100 L.F . Box Culvert-4 Ft x 3 Ft -Install Per Linear Foot ~ h~n~~ Dollars J?P P.!Z-l 1 OtJ/J. PL and Cents $ $ • 8-5 PAY CPMS APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL ITEM RECORD QUANTITY BID PRICES WRITIEN IN WORDS PRICE AMOUNT NUMBER (Furnish and install , including all appurtenant work , complete in place , the following items) 33 . BID-00874 100 L.F . Box Culvert-4 Ft x 4 Ft -Install Per Linear Foot: OM. hicJ,.,.i. ~);~Dollars tJ!-t)_t' $ I ? ~ $ 17, £()~ -and " Cents 34 . BID-00875 100 L.F . Box Culvert-5 Ft x 2 Ft -Install Per Linear Foot: Q,u.,. A",,b.J ~:1 k', 6'v-t.oollars I.!-g p£..- and ifq Cents $ JfJ: $ I I f'llO. ' 35 . BID-00876 100 L.F . Box Culvert-5 Ft x 3 Ft -Install Per Linear Foot: '7µ h,.,,J,J.._ ~~ Dollars I 9 IJ 11 _g._ $ ;z~~a {)~ and A/c Cents $ 36 . BID-00877 100 L.F . Box Culvert-5 Ft x 4 Ft -Install Per Linear Foot: Two ~II. .,J,i.t R....c Dollars $ 2P 5~ ().f!,.-$ d~ f't?tJ. ~ and Vo Cents 37 . BID-00878 100 L.F . Box Culvert-5 Ft x 5 Ft -Install Per Linear Foot: Two b~11JM~ Dollars s XJO . 01!--$ ~ ~0(). {)J-and Cents 38 . BID-00879 100 L.F. Box Culvert-6 Ft x 3 Ft -Install Per Linear Foot: J1 • a "'-, ,.,h). -1--1, ,•-rl-• .., Dollars $ ,2 3tJ. fJ.J!-. s ;; i O ~()* t)_e... and Jf/o Cents 39 . BID-00880 100 L.F. Box Culvert-6 Ft x 4 Ft -Install Per Linear Foot: Two hu,,d,J. f 6 h"r-<.... Dollars ). ~'j. a.e-2'-t roo. lJP--and tf/o Cents $ $ 40. 100 L.F . Extra Trench Depth for 45 -Inch Pipe or Less (per trench 8 FT. . 10 FT.) per Linear Foot I' HvJ..... Dollars $ 5 . O,R.-$ ~Of). {)f- and Ya Cents B-6 PAY CPMS ITEM RECORD NUMBER APPROX . QUANTITY DESCRIPTION OF ITEMS WITH BID PRICES WRITTEN IN WORDS UNIT PRICE TOTAL AMOUNT (Furnish and install , including all appurtenant work, complete in place , the following items) 41 . 100 L.F . Extra Trench Depth for 48 -Inch Pipe or Greater (per trench 8 FT. -10 FT.) per Linear Foot $ Po~. p£_ E~I-Dollars $ f. ()J!_ and Cents 42. 100 L.F. Extra Trench Depth for 45 -Inch Pipe or Less (per trench 10 FT . -12 FT .) per Linear Foot Jwt_frt-Dollars $ L~-oe-$ J )Ill. p,e- and /VQ Cents 43. 100 L.F . Extra Trench Depth for 48 -Inch Pipe or Greater JI/.~~ (per trench 10 FT. -12 FT.) per Linear Foot tfiFJ ~ $ /ttCJ~ pt-hJIA.~~ Dollars $ and /VP Cents 44 . 100 L.F . Extra Trench Depth for 45 -Inch Pipe or Less (per trench 12 FT. -15 FT.) per Linear Foot ""~ Dollars $ J()_ ~ $ ;2.0c?O. ~ and A/Q Cents 45. 100 L.F . Extra Trench Depth for 48 -Inch Pipe or Greater (per trench 12 FT. -15 FT.) per Linear Foot Twr.1~ l:owr Dollars $ )1. ()~ $ :) 'i ()tJ. '1.£- and M Cents 46 . BID-00065 1000 C.Y. Channel-Unclassified Excavation -Remove Per Cubic Yard : ~A~ Dollars Q~pf-$ ;25,tJ~a IL-and--AL/l. Cents $ I I 47 . BID-00097 300 S.Y. RipRap-6 Inch Rock -Install , Per Square Yard : Tht'~ Dollars $ 30 l).!J--'1 OtJtJ. tJQ__ andwa Cents $ 48. 300 S.Y. RipRap-12 Inch Rock -Install Pe r Square Yard: Tn~~ Dollars 30. oP--9()()0. p~ and A/'a Cents $ $ B-7 PAY CPMS ITEM RECORD NUMBER APPROX. QUANTITY DESCRIPTION OF ITEMS WITH BID PRICES WRITIEN IN WORDS UNIT PRICE TOTAL AMOUNT (Furnish and install, including all appurtenant work, complete in place , the following items) 49 . 300 S.Y. RipRap-18 Inch Rock -Install Per Square Yard : b!_rfi, Th~ Dollars 4 3. '1.E--$ /:) /!6/1. (){!_ and -k'o Cents $ • 50 . 300 S.Y. RipRap-24 Inch Rock -Install Per Square Yard : F,'-i:fu Dollars sa o.t. $ /5, frJI. ()e.. and ¥12 Cents $ 51 . 300 S.Y. RipRap-30 Inch Rock -Install Per Square Yard : ~'-;<. 6 hV<-Dollars ts~ $ iz s-v1(1. "~ and tVR Cents $ 52 . 810-00544 200 C.Y. Fill Material-Flowable Fill -Install Per Cubic Yard : a~ hw!Jlre-J. Dollars $ I tJtJ. f<!-. {)l.- and A1> Cents $ ~(), PR(). • 53 . BID -00101 10,000 C.Y. Unclassified Trench Excavation & Backfill - Install Per Cubic Yard: ----JtJ.1£-$ ///J,t)(». Pf!- ~/\ Dollars $ and Cents 54 . BID-00106 25 EA lnlet-lnline-10 Ft -Install Per Each: T~ r;",, h,,.t1.I~ Dollars $ ) t/(JtJ.te--t ~tJtJ#. (),!.-and ~ Cents $ 55 . BID-00107 25 EA lnlet-lnline-15 Ft -Install Per Each: 'Th;(~ e,J_ nf-hHrd/r.Aoollars and 11/o Cents $ 33 6 a,e.. $ 9 ~ ooa ~.1- 56 . BID-00108 25 EA lnlet-ln line-20 Ft -Install Per Each : ForfJ e,,_41-),,.,,),.d Dollars $ 4f(}((IJ! ptJ and d/4. Cents $ J;JO, PPO. ~ • B-8 PAY CPMS APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL ITEM RECORD QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT NUMBER (Furnish and install , including all appurtenant work, complete in place , the following items) 57 . 810-00111 10 EA lnlet-Recessed-10 Ft -Install Per Each : ~~ b~ k ~'4tllrd Dollars $ JI,()(). Ill-pt CJ~/), ()~ and Cents $ I ' • 58 . BID-00112 10 EA lnlet-Recessed-15 Ft -Install Per Each : &w.r 11 ~ '7tw,;/. Dollars $ 'IC' 11 IJ!-$ l/~ tJ/#, It-and V/l. Cents 59 . 810 -00113 10 EA lnlet-Recessed-20 Ft -Install Per Each : ,:-lr-L. ,h,"'~ Dollars $ Sft't'. P~ $ .?~t'#t?. ~'l.-and HQ Cents 60. 810-00104 5 EA lnlet-Drop-4 Ft -Install Per Each : for~ 1wt:> h<J. ,,,Jr() Dollars and ;V'; Cents $ Lf JQO. OJ?-$ :) /, Q_()()~ P£- • 61 . 810 -00118 5 EA Manhole-4 Ft -Install Per Each : T\.,~=', ~kr)t11Jr<-J Dollars It-/7 ,,, Cents $ 3 l/ ()(I. $ , f ()tJ. -and P , 62 . 5 VF Additional Depth Over 6 Ft. Of Std . 4 Ft. Dia . Manhole -Install Per Vertical Foot: Thl'U' """J,u.. Dollars 3CJtJ. P.!-150?7. P.!..- and Po Cents $ $ 63. 5 EA Manhole-5 Ft -Install Per Each: hrb. e ,\ji. h~ri~ Dollars 'f._fOQ. ()J_ ') ~ () IJIJ. Q 'J-and /V'2 Cents $ $ 64 . 5 VF Additional Depth Over 6 Ft. Of Std . 5 Ft. Dia . Manhole -Install Per Vertical Foot: i1>NL !!lJ,d ~ Fb~rs 3'rJ.5. O!-/bJ.5. OL and A/~ Cents $ $ B-9 PAY CPMS APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL ITEM RECORD QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT NUMBER (Furnish and install , including all appurtenant work, complete in place , the following items) 65 . 5 EA Manhole-6 Ft -Install Per Each : ~,xf, ~ h,u,.ki Dollars pl' PC.- and Aco Cents $ t7~~ -$ 3J,f7-P(). 66 . 5 VF Additional Depth Over 6 Ft. Of Std . 4 Ft Dia. Manhole -Install Per Vertical Foot: nf'(;<..-h~W ~ Dollars 3s-~I!... I? 5""0. Pl.--and Cents $ $ 67 . BID-00372 1000 L.F. Trench Safety System 5 Foot Depth -Install Per Linear Foot: Tw<2. Dollars ~.o~ $ ;)()(}(}. Pt-and A/o Cents $ 68 . BID-00069 100 C.Y. Headwall -Install, Wingwalls, Toewall , and Aprons Per Cubic Yard : ~wr h11.11Jrtl ~~~ Dollars $ 'ftCJ. e $ 'Ii /J (jJ. ~L- and &'.:a Cents ' 69 . BID-00401 200 S.F. Driveway -Install Per Square Foot: £,9h.J.-Dollars i~ $ Ji(){). "~ and A.IQ Cents $ ' 70 . BID-00425 100 L.F . Curb & Gutter-6 Inch w/18 Inch Gutter -Install Replacement , Per Linear Foot: T~~ Dollars $ ;). 7. (J.!_ $ ~700. qf!_ and M'o Cents 71. BID-00426 100 L.F . Curb & Gutter-7 Inch w/18 Inch Gutter-Install Replacement , Per Linear Foot: ~~ Dollars $ J.1. Q.!!-$ ') ?ti /J. PJ- and /1/o Cents 72 . BID-00842 1000 L.F . Curb-6 Inch -Install Per Linear Foot: r:;ft,;r Dollars lf.~ L/OOP 0 ~ and I\( D Cents $ $ B-10 PAY CPMS APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL ITEM RECORD QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT NUMBER (Furnish and install , including all appurtenant work , complete in place , the followi ng items) 73 . BID-00843 1000 L.F . Curb-? Inch -Install Per Linear Foot: hit,(/' Dollars 4. fl.!-l/~IJP. Pt-and 7P1 Cents $ $ 74 . BID-00458 100 S.F. Pavement-8-lnch Concrete on 2/27 Concrete Base (2000-2) -Install Per Square Foot: /3p~ lh~c~ Dollars $ $ I J()tl. Q!- and A/12 Cents 75 . BID-00459 1000 S.Y. Pavement-Concrete Replacement on Existing Base -Install Per ijuare Yar+-,,r'--e Dollars 53. ,!.. S-3/JtJtl. 9£-and'.f.J-, lf.dJ Cents $ $ 76 . BID-00467 100 S.F. Pavement-Paver On Reinforced Concrete Base - Install Per Square Foot: ~()<~ Dollars $ Lt.().$?_ $ Lli_(}a~t- and Cents 77 . BID-00443 200 S.F. Pavement-2 Inch Min HMAC on 2/27 Concrete Base (2000-1A) -Install Per Square Foot: -/CJ.~ $ )()06.. ()!!,. L -e,rz Dollars $ and N.o Cents 78. BID-00444 1000 S.F. Pavement-2 Inch Min HMAC Replacement on Existing Base -Install Per Square Foot Hr--<-Dollars $ 5 .~ $ 5"""oaa ~IL and A/9. Cents 79 . 200 S.F. Pavement-2 Inch Min HMAC on Reinforced Concrete Base -Install Per Square Foot: ~ttJO. oe-(1,,y~ Dollars $ l 3. e,_!. $ and LJ.Lo. Cents B-11 PAY CPMS APPROX . DESCRIPTION OF ITEMS WITH UNIT TOTAL ITEM RECORD QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT NUMBER (Furnish and install, including all appurtenant work, complete in place , the following items) 80 . BID-00442 1000 S.F. Pavement-2 Inch HMAC on 6 Inch Flex Base- Temporary -Install Per Square Foot: Jhrt.e---Dollars $ 3. 1£. $ 30CJ0; oP- and fl/c:;2 Cents 81 . BID-00495 1000 S.Y. Subgrade-Flexbase -Install Per Square Yard : E~ Dollars II. 8-//, S-00., ot--and Cents $ $ f;· • 82 . BID-00473 200 S.Y. Pavement-Valley Gutter -Install Per Square Yard : 6-1)<.& h'y-(__ Dollars tG"-~g,_ /3,o~a Q'!.-and /1/o Cents $ $ 83 . BID-00528 400 S.F. Walk -lnstall-4-lnch Per Square Foot: .(; t' >< Dollars t ~.£_.. $ ~l/0().P~ and A/o Cents $ 84 . BID-00532 1000 S.F. Walk-ADA Wheelchair Ramp -Install Per Square Foot: bJ_w~ Dollars I 't/. g!_ $ I 'I/J~P. ot--and Cents $ 85 . BID-00119 200 L.F . Pipe-Sub Drain-6 Inch Perforated -Install Per Linear Foot: and~~~ Dollars :)7. pg_ 5 Lf ()(}. I$-Cents $ $ 86 . BID-00922 200 L.F . Pipe-6 Inch Drain (Non-Perforated) -Install Per Linear Foot: L ~ P,,,..£--Dollars ).5", fl!-5"0!0. op_ and /'Vt? Cents $ $ 87 . BID -00923 10 E.A. Pipe-6 Inch PVC Subdrain to Existing Inlet Connection -Service CS Per Each: fi•r J,,.,.J~ !eJ /i~ollars $ 4f0,~ $ y ")'JO . or- and o Cents B-12 PAY CPMS ITEM RECORD NUMBER APPROX. QUANTITY DESCRIPTION OF ITEMS WITH BID PRICES WRITTEN IN WORDS UNIT PRICE TOTAL AMOUNT (Furnish and install , including all appurtenant work , complete in place, the following items) 88 . BID-00943 10 E.A. Pipe-Cleanout for 6 Inch Subdrain w / Rise r and Cap -Install Per Each : Tw{l_ A",,W Dollars $ J()()/1~-$ JO()tJ.. oL- and A,/e, Cents 89 . 200 L.F . Pipe-Sub Drain-8 Inch Perforated -Install Per Linear Foot: T w-evr{: et1.-~ I-Dollars ;)t'. ~.!-$ 5:t~a ~~ and Cents $ 90 . 200 L.F. Pipe-8 Inch Drain (Non-Perforated) -Install Per Linear Foot: ___. (. l~ c;l¥ Dollars J.l@-t;X) tJ. PS-and ~2 Cents $ $ ' 91 . 10 E.A. Pipe-8 Inch PVC Subdrain to Existing Inlet Connection -ServiceCS Per Each : &.,r A11.Jrr:--i ~ h~ollars $ 4;}§,1/l--$ l/) 5(}. Q f!- and #o Cents 92 . 10 E.A. Pipe-Cleanout for 8 Inch Subdrain w / Riser and Cap-Install Per Each : "11,f"U-hld ~ 3CJCJ.e JoCJO. ll~ Dollars $ $ and 4/o. Cents 93. 200 L.F . Pipe-Sub Drain-10 Inch Perforated -Install Per Linear Foot: Tb ir~ ~ Dollars 3 ;i_ o.£.. 6ftll. p£-and ,.A../0 Cents $ $ 94 . 200 L.F . Pipe-10 Inch Drain (Non-Perforated) -Install Per Linear Foot: Tl,,'r~ Dollars 30 . oL. t ()()()_ p€-- and # Cents $ $ 95 . 10 E.A. Pipe-10 Inch PVC Subdrain to Existing Inlet Connection -ServiceCS Per Each : ~ r t",,ir.J f;~ Dollars $ t/ 'JO , D~ $ 45'0(). ()€_, and A/Q Cents B-13 PAY CPMS ITEM RECORD NUMBER APPROX. QUANTITY DESCRIPTION OF ITEMS WITH BID PRICES WRITTEN IN WORDS UNIT PRICE TOTAL AMOUNT (Furnish and install , including all appurtenant work , complete in place , the following items) 96. 10 E.A. Pipe-Cleanout for 10 Inch Subdrain w / Riser and Cap-Install Per Each : I=; y,(_. ~l( .. J,J ~~ Dollars $ 550.fJf_ $ ~5(}a P!-- and /V'q Cents . 97 . 200 L.F . Pipe-Sub Drain-12 Inch Perforated -Install Per Linear Foot: Tl.Jr~ Thre..-e_ Dollars 33"£.. $ tt~O. Ill-and /1_~{2_ Cents $ • 98 . 200 L.F . Pipe-12 Inch Drain (Non-Perforated) -Install Per Linear Foot: T),,\ r4-1 0 ~ Dollars 31-p.f-$ (;J()~ ~L and IZ/"4 Cents $ 99 . 10 E.A. Pipe-12 Inch PVC Subdrain to Existing Inlet Connection -ServiceCS Per Each: Fo11.r ),,.,,.}~ Dollars $ lf f(lpf!,, $ 'fS'~I ()~ and n Cents 100. 10 E.A. Pipe-Cleanout for 12 Inch Subdrain w I Riser and Cap -Install Per Each : ~ J,'fU Rf/4 Dollars $ 2'il2 Q!-$ 75-CJIJ. oe- and A/t2. Cents 101. BID-00124 10 EA Mobilization -Services Per Each : Tkz 'r~ FJ-i,-c_ h~Nfd.. Dollars ()_0 4 • and ,"V' o Cents $ 3soa -$ J~tttJa - 102. BID-00125 10 EA. Mobilization-Emergency Situation Job Move In - Services Per Each : 71,~ 2_1K ~,,Jr'--' Dollars $ 360!J.llt-$ 36,0CJ~ (If- and o Cents 103. BID-00134 100 S.F. Grass-Hydromulch Seed ing -Install Per Square Foot: 'ff;~ Dollars ,o 5 o. QE- and Cents $ .~ $ B-14 PAY CPMS ITEM RECORD NUMBER APPROX. QUANTITY DESCRIPTION OF ITEMS WITH BID PRICES WRITTEN IN WORDS UNIT PRICE TOTAL AMOUNT (Furnish and install , including all appurtenant work , complete in place , the following items) 104. BID-00137 100 S.F. Grass-Sod -Install Per Square Foot: X.wt? Dollars J ,?I-2-7S. oa.-and ~4= F'i'M Cents $ $ 105. BID-00147 4000 C.Y. Topsoi l -Install Per Cubic Yard : 0/U?.... Dollars /. "-" l/~()~ I)~ and /f/Q Cents $ $ 106. BID-00470 10 E.A. Pavement-Traffic Permit for Utility Street Cut -Install Per Each : Fiftv Dollars $ 50 .00 $ 500.00 and No Cents 107 . BID-00539 5 E.A. Dehole-0 to 5 Ft Depth -Study Per Each : SH-A .... )~ Dollars $ 50(}.~ $ ;)500~ oz_ and & Cents 108. BID-0054 1 5 E.A. Dehole-5 to 10 Ft Depth -Study Per Each : E,)~f AHrl~ Dollars $ fO(J Q!:.. 't ()~(J. 1£--and ft/o Cents $ 109 . 810-00540 5 E.A. Dehole-10 to 20 Ft Depth -Study Per Each : h~rke-f..11t,,lrv Dollars w.'t-7 ~(JO. tJf-and Vo Cents $ 10 $ 110. BID-00099 5 E.A. Storm Water Pollution Prevention Plan < than 1 Ac -Install Per Each : {?/1,( 1/,,14~~ Dollars $ /000, 90-$ 5'Q(XJ. I!- and 11/o Cents 111 . BID-00061 100 C.Y. Channel-Concrete Pilot -Install Per Cubic Yard : ,~~ b«JJti. jjffu Dollars $ 350,0 c.. $ ?::,5, 000 , 0<2..-and //. Cents B-15 PAY CPMS ITEM RECORD NUMBER APPROX. QUANTITY DESCRIPTION OF ITEMS WITH BID PRICES WRITTEN IN WORDS UNIT PRICE TOTAL AMOUNT (Furnish and install , including all appurtenant work , complete in place , the following items) 112 . BID-00062 1000 C.Y. Channel-Earthen -Install Per Cub ic Yard : E,?-h I-Dollars % Qfl-s RCJfJCJ.'(.... and -/Vt::> Cents $ 113 . BID-00068 100 C.Y. Erosion Control-Gabion Mattress -Install Per Cubic Yard : ~o J~rikJ ~~rs and ;fl';;--Cents $ ;).').5, It-$ :)"), 5()0. o;. 114 . BID-00067 100 C.Y. Erosion Control-Gabion Basket -Install Per Cubic Yard : O.u. ;,, .. )rd Vt'& Dollars /90. P£-.-$ /9, ~~I). C4-and !VO Cents $ 115. 50 L.F . Adjust Sewer Line -Install Per Linear Foot: I/:(!_~ Dollars 9!J. Di--'f WO~ OIJ-and .4<'a Cents $ $ 116. BID-01 152 50 L.F . Adjust Water Line -Install Per Linear Foot: } IIVO hw-.~ Dollars ')00. O!.-I(), PtJ(), I/!-and WQ Cents $ $ 117. 2 EA. PROJECT DESIGNATION SIGNS Three Hundred Dollars & $ 300 .00 $ 600 .00 No Cents Per EA. TOTAL AMOUNT BID $ B-16 PART B -PROPOSAL (Cont.) Within ten (10) days after acceptance of this Proposal , the undersigned will execute the formal contract and will deliver an approved Surety Bond and such other bonds as required by the Contract Documents , for the faithful performance of the Contract. The attached bid security in the amount of 5% is to become the property of the City of Fort Worth, Texas, in the event the contract and bond or bonds are not executed and delivered within the time above set forth , as liquidated damages for the delay and additional work caused thereby. The undersigned bidder certified that he has been furnished at least one set of the General Contract Documents and General Specifications for Water Department Projects dated January 1, 1978 , and that he has read and thoroughly understands all the requirements and conditions of those General Documents and the specific Contract Documents and appurtenant plans . The undersigned assures that its employees and applicants for employment and those of any labor organization , subcontractors, or employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No . 7278 as amended by City Ordinance No . 7 400 . The Bidder agrees to begin construction within 10 calendar days after issue of each work order , and to complete the contract within 365 calendar days after beginning construction as set forth in the written work order to be furnished by the Owner. (Complete A or B below, as applicable:) __ A. The principal place of business of our company is in the State of ___ _ Nonresident bidders in the State of , our principal place of business , are required to be __ percent lower than resident bidders by state law.· A copy of the statue is attached . Non resident bidders in the State of , our principal place of business , are not required to underbid resident bidders . VB. The principal place of business of our company or our parent company or F majority owner is in the State of Texas. B-17 .. I (we) acknowledge receipt of the following addenda to the plans and specifications , all of the provisions and requirements of which have been taken into consideration o~ of the foregoing bid: Addendum No . 1 (lnitials)~Addendum No . 3 (Initials) Addendum No . 2 (Initials} ~ Addendum No . 4 (Initia ls} ___ _ Respectfully submitted, Address: b§°O {r,W'lc /J;-. Kuz/lLhf.e, rK Telephone : Ef3( 7 _ Cf tJ b ...-7 36: ( (Seal} l I oq Date:__._k_.-cr.;;...<L)_--=---=--' _ 8 -18 FORTW°ORTH a -~ City of ,Fort W10:rth -. 0 Mlno;.rity and Wo.me:n Busi·ness_ Entetpris·e -s :pecificatio.{s_.:,.o SPiECl~L JN.S~RUC'tlO.NS F'O . .R ·01 DD'E'RS 'o .0 -1,7 .APPLICATION OF ,POl.lCY /, ·s- 9" /,1/ lf.the ·total dollar v.alue -oHhecontract is $25;000 or more: the 'M/WBE·goal ·is -applicable. ·1f thetotal ,dollar value of'the·coatract,is less.than '$25,000, the M/WBE oal is nota licable. POLICY :STATEMENT It is the ·policy -of 1be-City of Fort ·worth -to ensure :the ful Land :equitable ;participation by Minority and Women Business Enterprises (M/WBE) j n the :procurement . oh:ill goo~s and :.services .to the .City ·on a contractual basis. All requirements ·and regulations'-stated 'in 'the City's current Minority.:and Women ·susiness :Enterprise Ordinance apply to ·this bid. 'M1WBE 'PRGJECJ ,GOALS The Ci.ty's "M/WBE~goal on this .project is __ 1 __ .. : __ S __ o/c __ o ___ of the total:bid (Base bid-applies ·to ·Parks and Community ·Services). ~COMP.t:.IANCETOSID iS~ECIFl'CATIONS 1on,ciw1contracts of '.$2'5 ;000 .or·more,'.bidders .are required to comply .with -the intent of1he City's M/WBE Ordinance by • -either of'the following : ·1. 1Meet.or,exceed 5the;;abovel'Stated'M1WBE goal, ·or :2. Good °Faith~£ffort documentation, or; · '3. Waiver documentation, or.; -4. JoinfVenture. :SUBM.ITT:AU8F'REQlLURE0 ;oo:C,UMEN"FA;:J;ION The ,applicable .documerits must .be received .by the:Mar:iagin_g Department,-.within ·the:following '.t imes allocated , in order :for the entiretbid ,to.b~:considered responsive to·the ·specifications ,·, ·.- ·t. 'Subcontractor Utilization Eorm, -if goal is met ·.on exceeded: ;2. :.Good iF aithi Efforttand :Subcontractor ·, 'Utilizat~on Eorm, ·if'pacticipation'is less than ·stated oal : '3. ·Gootl:Faith'Effortrand ;Subcontractor , Utilizationi Form /if no·M7WBE · artici ation : . "4. Prime Contractor::,Waiv:er:l=orm ,;if you will erfomi all subcontractin su lier work: '.5. JointVentur.e:F,orin , ifutilize a ·joinh,enture to met'or exceed oal. received J :iy-'5:00 .p :m., ·five .(5) City ·business days after the bid o enin dat~. exclusive.of-the bid :o eriin ·date. ,received -~Y .faOO :p :m ., five (5).City business :days after the bid opening date, exclusive of the bid opening date. received .by -s::oo p.m., five (5) City .busir:iess days after the bid .o enin .date ,'exclusive· of1he bid .o enin :.date. , received .by 5'/.00 ·p i m ., five (5) ·City business days after the bid .o eriin ·date, exclusive of the bid q enin 1date. 'received ·by 5f00 p.m., · five (5) ~City business days after the ,bid ·. -o enir:t date ,-exclusive ofthe·bid 'o enin date. f FAILl:JRE :;,J:O .COMPL:Y·WITH 'T-HE,:CITY'S:MJWBE 'ORDINANCE, WlllL' RES UL T 'tN -THE ·BID iBEING CONSIDERED · 'NON.;RESPON.S1VE ~:f0 SPECIFICATIONS ·Any questions, -please contactthe M/WBE Office at'.(817) 392-6104. Rev. 11/11/05 ATTACHMENT 1A FORT WORTH ~ o1 Page 1 of4 ',? :City ,Of,:Fort 'Worth .9, 09 ·Subcontrac:tors/Supplie:rs '·Utilization ;Form 41 1 .. s <7 PRIME:COMPANY ,NAME: ,Check applicable block to descri prime ;/,,'~~G PROJECT 'NA'ME: M/W/DBE BID DATE /-d~-0'1 .City's M/WBE'Project.Goal: Prime's'M/WBE-Project Utilization: PROJECT NUMBER IS % Jb .• 3 %' C, -frr,J~vf--#-o I I 3 7 Jdentify all :St1bcontractors/s11:1p:p'.Ue,rs ':Y,G:u ·will '·Use ·.on .-this project ___ ' Eailure to complete 'this 'form, iR ,;its ·entirety with reqi1esteq ·-documentation, and received .by the Managing ·, Departl'l}ent on-·or before 5 :00 p .m. ~five (5) City business-days aftef bid opening, exclusive of bid opening date, : , wiUTesalfin the:bid .~eing considered non-'responsive ,to ·bid ';specifications. : The undersjgned Offerer .agrees to er:tter into a formal .agreement with the M/WBE firm(s) listed -in this : .utilization 'schedule, 'Conditioned upon ·execution of a ·coratract with 'the City of Fort ·Worth. The intentional : : and/or knowing:.'11'.lisrepresentation :c>f:'facts is ·grounds ·for consideration ·of disqualification and will result in the : .bid 1,being ,.consrdered :non..-responsi)le .to bid :~pecifications ·M/WBEs 'listed ,;toward :imeeting ::the ,:.project ,.goaLmust :.be -Jacated in -;the ,nine (9) ::.county marketplace or .currently :doing 'business ·in 'the muketplace aMhe 'time df-"bid. ·Marketplace is 0the ,-geographic area of Tarrant, Patker, Jot.inson,lfCollin ,·;oallas, Denton /Ellis, Kaufman ;and 'Rockwall counties . · . ·Identify ,each Tiier level. Tier .is the -level '.'Of .. subcontractiag ~.below the ,prime contractor, i.e., a direct :payment from .the -:pcime contractor,to a ·subcontractor is ,cor:isidered tst tier, a -payment by a subcontractor to .its·:supplier is cconsidered 2nd tier .AUL \MIWBEs ·,MUST'!BE CERlJFIEllBEFORE ,CONTRACT :AWARD. Certification means those ·firms , located or doing . business .at_tbe ,time ·of'bia opening within the Marketplace , that have .'.been "'determined :to ;be i bonafide minority or .women ''businesses ·by the North ·Central Texas Regional Certification -Agency '(N'CTRCA), -or<the Texas-'Department-.of Transpor;tation ~(T!X 'DOT), ·highway division . Disadvantaged Business 'Enterprise (DBE) is synonymous with 'Minority/Wor,nen ·susiness.,Enterprise -(M/WBE). 1'lf ihaulin_g services ;are ,:utilized, the prime -.will ·~be .given credit as ·long as the M/WBE listed owns and iqper::ates .at least oneiullyil icensed aRd·oper,ationali truck :to<be ,used onthe contract .. The M/WBE may lease trucks ·from ·another"M/WBE firm, .including MlWBE,owner-operators, and Teceive full M/WBE credit. The MA'VBE may _lease trucks"from non.:M/WBEs,7 inclt1dirig f owner-op~rator.s, ·bdt will only receive credit for the ·fees and:commissions earned 'byithe 'MIVVBE .as 'OUtlined i ifr:t t;ie 'lease aareement. Rev . 5/30/03 I Fo1tTWORTH ~ U/ ATIACHMENT 1A Page 2 of-4 Primes.are required to identifyALL subcontractors/suppliers,regar:dless of·status; i:e., Minority, Women and n~iM/WBEs. Please list M/WBE firms, first, ,use .additional:sheets if necessary. ,0 . . ~ SUBCONTRACTORJSIJPPLl~R :' T Certification ' N .,1 · (check-one) ~ ., Company Name· . :i Address -el M Telephone/Fax : r ·e 'E J /.YJ . ·fr}c;>4f_('ca&i 5,: .PO. l'box l{9.£ , N T ·:1 .. . Detail w I C ,X ·_·M. 'Subcontracting -Work B T D-W., R .0, ·B, E C 'T. :_E·' .A " .,.,, Detail Supplies0Purchased .. 5 a,r:id f,1 /. ·s <;[' / Dollar Amount 1,, f, 000. O!;_. 1H.vord, IX "Jl)-~5 ilf i"' ·)1~ . , ... ~ ...... .,...-, .. -·"" ,.,,""~·~f?,.o",e_.k.. -. . -~ . .,·-,~~,, ... ~ --~·•--·/·!)· e O B O 0 / ' . •· 1 . (rqo ~ 'fl?-~03:3 91.0 r "I,,._ -~ i:f/'J -t;x -I K/"f+<-. ··Go,nS4r-"~" i1 ., . f:o .. /$;ox Joo~ 3 fo/i-\Jor+~ J -~ 7t/fS . . .fi 7 -JJ/ ·-0190 ~, ~;' ,, 311-9-d,,,~ .C1·'?9!f!/4 ?fi''{ ; . : . i ' .Cc.-.i-1Jwl"I ... 'Peil,-.i'1Ji' ':X f._O •. /30,:x ,Ji ,;1.3-~ j' . !:1i:t/J;'7;"# W~f -~ -~i/7-7£9-/JJl S"h,lil :f"i..-o..s Co,, L S,oO ·~-T,-t,·,,.,,,e.11 ,,R,,,W-0~1 D •I .II?,-~ CJ3:~ ,Jg, ~ ~!:,-/ow, .-c~ ~.l,;1'-i ·:ro-e.. fj~tJ ·OoJl4 ?., 'he 7 i; , >:1 YI?/--33 7·-4'f'1--P ,o~,~o,h_;Saw,~ <1>;«J -R.o.,~ . P&tltr~. /0)<· 7~~ l7 ,. ~IC,·· '3,98,-·) 6 --~ ~ t -i ,,,~ ,·, i,~~ ,, /r!i;t)k /~ Con cre:t:e .,,. t •.. ;1 -.1 ~'fru:c.-4ureS ·1 ..:f? ;, :C·~·flt,;f'f.ft.:. J:!:·fo,~WDr?(~· .fl. ·, ·I :v;,_ f': .; ·' :,IVr_i ' I\.'.~ ·1 v'. I .,:~' "X ,-~(? e,,e;l:L .,,, ~ 6vt''ff I ; fl . C.o(J.t.~ /) _J ' ~.( \ (),.1 X. hJ ~)( ,() r) J O 1./ ~~.·-m)')( ii ., "l -·• ~ .. .\,..'.e ..... ,,~. .m·'( ' b 1[/ .I '.X . -4'.."J: J.._0--Ar ,:1·,~,-~).;; ,U,e .• .;,S-,:7-!' ,).:; Ca,r!}f.-/' ,.:LI' ,,_)"~ JD, 0 oo I o..2.-/ ;30, ooo.0p,. 5,000.~ s-00¢0£-500, Oj_ ~o oo. o2.., Rev. 5/30/03 foRTWORTH --...,..,-ATTACHMENT 1A Page 3 of 4 Primes are required to identify ALL subcontractors/suppli ers , regardless of'status; i.e ., Minority , Women and non-M/WBEs. Please list M/WBE firms first, use additional sheet s if necessary. 0/ N Certification (check one) SUBCON T RAC :'f OR/SUPP.LIER '; T1---.---r-...--,,,,-t n 'N . T · o '. Detail _; -Company Name I C x Address ·e M .w T ·o M Subcontracting Work Telephonel Fax r ·e -8 R 0 'E E C T .A ::f!--8. Go /f'f,c:uA.,'7 /J. 0 . PJPx ~ If l 3 °f ..... Ft ,Wor+li , -r"x 7 3I:J 'i ~I)--71>1 -,_ '1'11 1,i~if~ -kii • fl }-)61-3 t}'f i -~ n9',Js /f7fft()J i- f (), B~;t 370 E~ fe.f:£ 1 r ~ ?./0¥-0 ;f /7-.~17 -3131 ;;K •:el')·-"'6 7-!l?78 Ap:,-C . /-'1!:MS -P..0--6PX /3002 P+~Wor++i, 'f';;< JI /Pl fl? ... :;~6--0.5'~ I ti.1~" ·p,~ -f ProJ"'e,,~ _ roo· :,v. l'oc...t4r+ii,..·r- •, .,, .... " ~-,,J liro~r -•-f;,N 75"PS0 · h 91.i). -, ,3--~ril · J fl, ~ .q?-. r ~,10-$& I i rtV>1 S ~ff1~ jJ~q / La+haPI -~r · , g.,d}:10.~,J µa,~, J i{ 7111>? ,~ i'ft;J--cs ~9 -~ ~ d520 I ,fn x ~~f l7 -Sf'f-;1Jt11 m~c~v'1 ''<0,·I~ ·,~ ~.W,, fli;r9x -7 J Y -I --- Fe, r4--w0 r+\.i tt>' 1Lie--- ,8l,, 6 ~ b --400 I -· _-_ i,~-l~'.~,,. t.:ir>'-ol. -~}e ·-· "' B E :~ -v, -/)~ :x ,, ·' " _, ',. - ;?- ,, ' -. _, Detail Supplies Purchased _ Co acre::r-e_ fJ,e_-UI 5f M~r:-f j / ·-,, ~ (),~. -~ ~.f , . f:'-#,~ ? r~ '"' , _o ' ~o "1/ Dollar-Am ount '-.r y /+ J00 10Q0.0 ':-~ 5000¥0 9-- I £1 Q-00 1/ ()£- Rev . 5/30/03 FORTWORTH ~ ATTACHMENT 1A Page 3 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i .e ., Minority, Women and non-M/WBEs. Please list M/WBE firms first, use additional sheets if necessary. o,, .t \ Certification ~ (chec k one) T ·f \ SUBCONTRACTOR/SUPPLIER T Detail Detail 0 Company Name i N T ..0 C X ' Subcontracting Work Supplies Purchased Dollar Amount Address e M w -9' Telephone/Fax B B T D \ / r R 0 E / E E C T r "...r A l7 ·11 4~ '1 e.r :s--f3orr;a:,:t?j: / I ,t,. 370 ~ i, /.if ff. ,. f3or,;·lLlk 5 · JJ ,odJ . 9 j_. f;rf.w,rfh, Tx ?ti/I 1)-X '3 /7 -7 3>-3 '/ 3'! fc,.x-f t7-'i'3f -7/7( Ptoj'ec....+ C-.,.,,,pl.'.~~ £,o~/Otr) 3 I Cf I ,-{ o,4-h..., · For(?+ /-f •• ,, J. IX ?1, JI'} ,J. ;. K) Co., fr{? I J ooo.()0--fib -').';$-J~J?f. fiJ.x-f6l -');)!-/'::1¥~ Rev . 5/30/03 r JoRrWORTH ~ Total Dollar .Amount .of :MJWBE Subcontractors/Suppliers Total :OollarAmount of'.Non-M/WB.E Subcontractors/Suppliers ':'#6$•1 --(!'! 7,!'fW-;JJ '!'l'• .GIJ!~·~~~i __ • .. ~- $ $ ATIACHMENT 1A Page 4 of4 J l3 ·, 000' O£g~ = QI') \ ).5/:,, ooo, ~ '° Y' ~ _, ()tJ TOTAL DOLLAR AMOUNl' OF AtL SUBCONT.RACl"ORS/S'UPP.LIERS ,. $ tJ 11) ooo . .. ----vi vi - The "Contra~or will not make additions, -.deletions , ,or :substitutions:to this certified list. without the 'Prior approval ·· . of ~the Minority and sWomen 'Business :Enterprise .Office ~Manager or designee through the submittal of a Request for Approval of 'Change/Addition. "Any ·urijustified change or deletion shall be a material breach ,of ·. ·contract ·and may result:in ..:debarment'in .accord with ~the procedures outlined , in the ordinance. The contractor . shall ,submit ,a detailed explanation Of how the :requested ··change/.additien 'Or deletion Will affect the committed MANSE goal. ·1Mhe detail explanation is not submitted, 'it will affect the 'final compliance determination . '-8¥ affocing a 'Signature ,to this form, the Offer:or ·further agrees .;to provide, directly to the City upon ·request, complete · :and accurate information .regarding actual work performed ·by all subcontractors , including 'Mnfv/DBE(s) ,arrangements "submitted with the .bid . T he 'Offerer also .agrees to allow an audit and/or ,examination of ~an¥ ·books, records and files held ,by their :company . The bidder agrees to allow the ;;t ransniission · of ,interviews ,with owr:iers , . _ptincipals, ·officers, -employees and -applicable ',S1..ibcoat ractors/suppliers/contractors :participating :on J he contract that will substantiate the actual wprk performes by 1 he "M/W/0:BE(s). -on this .contract, :~y .an authorized officer ,or ,employ.ee of the City . Any .. intentional andlor1.knowing ,misrepresentation :offacts will r.begrounds forterminating ·the contract or debarment 'from ,.City \worrk-:for :a 'period 'df not ·,less fthan "three ,'.(3) .years and for ,,i nitiating action under :Federal, 'State ·or ·Local Jaws .concerning f alse \Statements . -An,y 'faiiure .to .comply with this :ordinance and create a material .breach ~of contract may result .in -a -determination ,o L an ,;irre~ponsible 'Offerer ;and barred from participating in Citywork·for :aperiod ,oftime ·not 'less than one .(:1') ,year. . yju. Printed Signature~ :mte c11 ~ P- Contacf'Name/TiUe (if different) Company Name Telephone ;and/or Fax -:""'\ · ~I l1l.vt r {) . ~,,v--L... Address ' E-mail Address . Kt>:11 ud •. k , T.x 'City/State/Zip J \ Date Rev. 5/30/03 VENDOR COMPLIANCE TO STATE LAW The 1985 Session of the Texas Legislatu re 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 construct ion , improvements, supplies o r 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 no n resident bidder i n order to obta in 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 th a n 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. 8" principal place of business or corporate offices are in the State of Texas. D BIDDER: By : Signature: 7 +~ K_e,,~~ TIC Af ltJ tiy State Zip Title: ___ t/c---'-Lr g--"'------ (Please print) THIS FORM MUST BE RETURNED WITH YOUR QUOTATION -6- 2006 PREVAILING WAGES LAWS AND RATES 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. (f) Pay Estimates. With each partial payment estimate or payroll period, whichever is less, the contractor shall submit an affidavit stating that the contractor has complied with the requirements of Chapter 2258 , Texas Government Code. (g) Posting of Wage Rates. The contractor shall post the prevailing wage rates in a conspicuous place at the site of the project at all times. (h) Subcontractor Compliance. The contractor shall include in its subcontracts and/or shall otherwise require all of its subcontractors to comply with paragraphs (a) through (g) above. HEAVY & HIGHWAY CONSTRUCTION PREVAILING WAGE RA TES 2008 Air Tool Operator Asphalt Distributor Operator Asphalt Paving Machine Operator Asphalt Raker Asphalt Shoveler Batching Plant Weigher Broom or Sweeper Operator Bulldozer Operator Carpenter Concrete F inisher, Paving Concrete Finisher, Structures Concrete Paving Curbing Machine Operator Concrete Paving Finishing Machine Operator Concrete Paving Joint Sealer Operator Concrete paving Saw Operator Concrete Paving Spreader Operator Concrete Rubber Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel Operator Electrician Fla!!:11:er Form Builder/Setter, Structures Form Setter, Paving & Curb Foundation Drill Operator, Crawler Mounted Foundation Drill Operator, Truck Mounted Front End Loader Operator Laborer, Common Laborer, Utility Mechanic Milling Machine Operator, Fine Grade Mixer Operator Motor Grader Operator, Fine Grade Motor Grader Operator, Rough Oiler Painter, Structures Pavement Marking Machine Operator Pipe layer Reinforcing Steel Setter, Paving Reinforcing Steel Setter, Structure Roller Operator, Pneumatic , Self-Propelled Roller Operator, Steel Wheel, Flat Wheel/Tamping Roller Operator, Steel Wheel, Plant Mix Pavement Scraper Operator Servicer Slip Form Machine Operator Spreader Box Operator Tractor Operator, Crawler Type Tractor Operator, Pneumatic Traveling Mixer Operator Truck Driver Lowboy-Float Truck Driver Single Axle , Heavy Truck Driver Single Axle, Light Truck Driver , Tandem Axle, Semi-Trailer Truck Driver, Transit-Mix Wagon Drill, Boring Mach ine, Post Hole Driller Operator Welder Work Zone Barricade Servicer $10 .06 $13 .99 $12 .78 $11.01 $ 8.80 $14 .15 $ 9.88 $13 .22 $12 .80 $12 .85 $13 .27 $12 .00 $13.63 $12 .50 $13.56 $14.50 $10.61 $14 .12 $18 .12 $ 8.43 $11.63 $ I 1.83 $13 .67 $16.30 $12.62 $ 9.18 $10 .65 $16.97 $11.83 $11.58 $15 .20 $14 .50 $14.98 $13 .17 $10 .04 $11.04 $]4 .86 $16.29 $ I 1.07 $10.92 $11.28 $] 1.42 $12.32 $12 .33 $10.92 $12.60 $12.91 $12 .03 $14.93 $11.47 $10.91 $11.75 $12 .08 $14 .00 $13 .57 $10 .09 Classification AC Mechanic AC Mechanic Helper Acoustical Ceiling Mechanic Bricklayer /Stone Mason Bricklayer/Stone Mason Helper Carpenter Carpenter Helper Concrete Finisher Concrete Form Builder Drywall Mechanic Drywall Helper Drywall Taper Drywall Taper Helper Electrician (Journeyman) Electrician Helper Electronic Technician Electronic Technician Helper Floor Layer (Resilient) Floor Layer Helper Glazier Glazier Helper Insulator Insulator Helper Laborer Common Laborer Skilled Lather Painter Painter Helper Pipefltter Pipefitter Helper Plasterer Plasterer Helper 2008 PREVAILING WAGE RATES CONSTRUCTION INDUSTRY Hrly Rate Classification $21.69 Plumber $12 .00 Plumber Helper $15.24 Reinforcing Steel Setter $19.12 Roofer $10.10 Roofer Helper $16 .23 Sheet Metal Worker $11.91 Sheet Metal Worker Helper $13.49 Sprinkler System Installer S13.12 Sprinkler System Installer Helper $14.62 Steel Worker Structural $10.91 Concrete Pump Crane, Clamsheel, Backhoe , Derrick, D'Line $13 .00 Shovel $9 .00 Forklift $20.20 Front End Loader $14.43 Truck Driver $19.86 Welder $12.00 Welder Helper $20 .00 $13 .00 $18.00 $13 .00 $14.78 $11.25 $10 .27 $13.18 $16 .10 $14.83 $8.00 $18.85 $12 .83 $17.25 $12.25 I H,,, .... $20.43 $14, 90 $10 .00 $14 .00 $10 .00 $16 .96 $12.31 $18.00 $9 .00 $17 .43 $20.50 $17.76 $12 .63 $10 .50 $14.91 $16 .06 $9 .75 -7- SPECIAL PROVISIONS SPECIAL PROVISIONS FOR STORM DRAIN IMPROVEMENTS Table of Contents 1. SCOPE OF WORK 2. AWARD OF CONTRACT 3 . PRECONSTRUCTION CONFERENCE 4 . BID SUBMITTAL 5 . WATER FOR CONSTRUCTION 6 . SANITARY FACILITIES FOR WORKERS 7 . PAYMENT 8 . SUBSIDIARY WORK 9 . LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 10. WAGE RATES 11 . EXISTING UTILITIES 12 . MATERIAL STORAGE 13. PROTECTION OF EXISTING UTILITIES AND IMPROVEMENTS 14 . BID QUANTITIES 15. CONTRACTORS RESPONSIBILITY FOR DAMAGE CLAIMS 16. EQUAL EMPLOYMENT PROVISIONS 17 . MINORITY AND WOMENS BUSINESS ENTERPRISE (M/WBE) COMPLIANCE 18 . CONTRACTOR'S COMPLIANCE WITH WORKER'S COMPENSATION LAW 19 . SUBSTITUTIONS 20 . MECHANICS AND MATERIALSMEN'S LIEN 21 . CONSTRUCTION SPECIFICATIONS 22. MAINTENANCE STATEMENT 23 . DELAYS 24 . DETOURS AND BARRICADES 25 . DISPOSAL OF SPOIUFILL MATERIAL 26. QUALITY CONTROL TESTING 27 . PROPERTY ACCESS 28 . SAFETY RESTRICTIONS -WORK NEAR HIGH VOLTAGE LINES 29 . WATER DEPARTMENT PRE-QUALIFICATIONS 30 . RIGHT TO AUDIT 31 . CONSTRUCTION STAKES 32 . EARLY WARNING SYSTEM FOR CONSTRUCTION 33 . AIR POLLUTION WATCH DAYS 34. NON-EXCLUSIVE CONTRACT 35. DETERMINATION AND INITIATION OF WORK 36. WORK ORDER COMPLETION TIME 37 . LIQUIDATED DAMAGES 38. PAYMENT 39. LIFE OF CONTRACT 40 . OPTION TO RENEW 41 . TERMINATION CONSTRUCTION ITEMS: 42. NON-PAY ITEM -SPRINKLING FOR DUST CONTROL 43. NON-PAY ITEM -PROTECTION OF TREES, PLANTS AND SOILS 44 . NON-PAY ITEM -CONCRETE COLORED SURFACE 45. NON-PAY ITEM -PROJECT CLEAN-UP 46. NON-PAY ITEM -PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION 47 . NON-PAY ITEM -PRE-CONSTRUCTION NEIGHBORHOOD MEETING SP-1 48. NON-PAY ITEM-TIE-IN INTO STORM DRAIN STRUCTURE 49 . NON PAY ITEM -TEMPORARY EROSION , SEDIMENT AND WATER POLLUTION CONTROL (FOR DISTURBED AREAS LESS THAN 1 ACRE) 50 . NON PAY ITEM -TRAFFIC CONTROL 51 . NON PAY ITEM -SILICONE JOINT SEALING FOR CONCRETE PAVEMENT 52 . PRE BID ITEM -TOP SOIL 53 . PRE-BID ITEM-FEE FOR STREET USE PERMIT 54 . PAY ITEM -7" CONCRETE CURB 55. PAY ITEM -TRENCH SAFETY 56 . PAY ITEM -CONCRETE FLAT WORK (CURB , CURB & GUTIER , SIDEWALKS , LEADWALKS , WHEELCHAIR RAMPS AND DRIVEWAYS) 57 . PAY ITEM -REMOVE EXISTI NG CURB AND GUTIER 58 . PAY ITEM -REMOVE EXISTING CURB INLET 59. PAY ITEM -CONCRETE DRIVEWAY REPLACEMENT 60. PAY ITEM -STANDARD CONCRETE SIDEWALK, LEADWALK AND WHEELCHAIR RAMP 61 . PAY ITEM -CONCRETE CURB AND GUTIER REPLACEMENT 62 . PAY ITEM -NEW 7" CONCRETE VALLEY GUTIER 63 . PAY ITEM -STORM DRAIN INLETS 64 . PAY ITEM -TRENCH EXCAVATION AND BACKFILL FOR STORM DRAIN 65 . PAY ITEM-BRICK PAVEMENT REPAIR 66 . PAY ITEM-DEHOLES 67 . PAY ITEM-MOVE IN CHARGES 68 . PAY ITEM -FLOWABLE FILL 69. PAY ITEM-EMERGENCY SITUATION JOB MOVE IN 70 . PAY ITEM-GABION BASKETS AND GABION MATIRESSES 7 1. PAY ITEM -SUBDRAINS SP-2 SPECIAL PROVISIONS FOR: MISCELLANEOUS STORM WATER IMPROVEMENTS Project Numbers : TPW -PE69 539120 0209203 CITY PROJ. NO . -01137 1. SCOPE OF WORK : The work covered by these plans and spec ifications consist of storm drain extensions and replacements along with any and all other miscellaneous items of construction to be performed as outlined in the specifications which are necessary to sat isfactorily complete the work. 2. AWARD OF CONTRACT: Contract may not necessarily be awarded to the lowest bidder. The City Engineer reserves the right to evaluate and recommend to the City Council the best bid , which is considered to be in the best interest of the City . The contract will be awarded to the lowest responsive and responsible bidder. Total quantities given in the bid proposal may not reflect actual quantities ; however, they are given for the purpose of bidding and awarding the contract. A contract in the amount of $1,000,000 shall be awarded with the final payment based on actual measured quantities and the unit price bid in this proposal. Moreover, there is to be no limit on the variation between the estimated quantities shown and actual quantities performed . It is understood and agreed that the scope of work contemplated in this contract is that wh ich is designated by the City but will in no case exceed $1,000,000 including all change orders.: 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 th is time, details of sequencing of the work, contact individuals for each party , request for survey , and pay requests will be covered . As used herein , the term "Engineer" shall mean the design engineer who prepared and sealed the plans, specifications and contract documents for this project. 4 . 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 Department of Transportation and Public Works . 5. WATER FOR CONSTRUCTION : Water for construction will be furnished by the Contractor at his own expense. 6 . SANITARY FACILITIES FOR WORKERS : The Contractor shall provide all necessary conveniences for the use of workers at the project site . Specific attention is directed to this equipment. 7. 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 fie ld measurement. 8 . 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 SP-3 Proposal , shall be considered as a subsid iary item or work , the cost of which shall be included in the price b id in the Proposal for each bid item , including but not limited to surface restoration cleanup. 9 . LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC : The Contractor's particular attention is directed to the requ irements of Item 7 , "Legal Relations and Responsibilities to the Publ ic " of the "Standard Specifi cations for Street and Storm Drain Construction". 10 . WAGE RATES: The labor classifications and m in imum wage rates set forth herein have been predetermined by the City Council of the City of Fort Worth , Texas, in accordance with statutory requirements , as being the prevailing classifications and rates that shall govern on all work performed by the Contractor or any subcontractor on the s ite of the project covered by these Contract Documents. In no event shall less than the follow ing rates be paid . (Attached at the end of this section .) 11 . 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 responsibil ity 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 i n order to prov ide 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 owner due to disruption of service resulting from the Contractor's operations shall be at the Contractor's expense. 12 . MATERIAL STORAGE: Material shall not be stored on private property unless the Contractor has obta ined perm iss ion from the property owner. 13. PROTECTION OF EXISTING UTILITIES AND IMPROVEMENTS: The Contractor shall take adequate measures to protect all ex isting structures , improvements and util ities , wh ich may be encountered . The util ity l ines and condu its shown on the plans are for information only and are not guaranteed by the C ity or the Engineer to be accurate as to extent, location and depth , they are shown on ttie plans as the best information available at the time of design , from the Owners of the util ities involved and from evidences found on the ground. 14. BID QUANTITIES: Bid quantities of the various items in the proposal are for comparison only and may not reflect the actual quantities. There is no limit to which a bid item can be increased or decreased . Contractor shall not be entitled to renegotiation of unit prices regardless of the final measured quantities. No claim will be considered for lost or anticipated profits based upon d ifferences in estimated quantities versus actual quantities. 15 . 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 add it ion , Contractor covenants and agrees to indemnify, hold harmless and defend , at its own expense, the City, its officers , servants and employees , from and aga inst any and all claims or su its for property loss, property damage , personal injury , includ i ng 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 indemn ify 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 C ity SP-4 arising from the performance of any of the terms and conditions of this Contract, whether or not any such injury or damage is caused in whole or in part by the negligence or alleged negligence of City, its officers, servants or employees. · In the event City receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to City satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides City with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if deemed appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. 16 . 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 discrimination 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 Equal Employment Officer. 17 . 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 SP-5 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 Div is ion 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 ut ilization or good faith effort forms as appl icable . Failure to contact the listed M/WBE subcon tractor 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 During the term of the contract the contract shall : 1. Make no unjustified changes or deletions in its M/WBE partic ipation commitments submitted with or subsequent to the bid , and , 2. If substantial subcontracting and/o r substantial supplier opportun ities arise during the term of the contract wh ich 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 des ires to change or delete any of the M/WBE subcontractors or suppliers . Justification for change may be granted for the following : a. Fa ilure of Subcontractor to provide evidence of coverage by Worker's Compensation Insurance. b. Failure of Subcontractor to provide required general liability of other insu rance . 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. De fault by the M/WBE subcontractor or supplier in the performance of the subcontractor. With in ten (10) days after final payment from the City , the Contractor shall provide the M/WBE Office with documentation to reflect final part icipation of each subcontractor and supplier used on the project , inclus ive of M/WBEs. 18 . CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW: A Workers Compensation Insurance Coverage a. DEFINITIONS : b. Cert ification of coverage ("Certificate"). A copy of a certificate of insurance , a certificate of author ity 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 providing services on a project, for the duration of the project. Duration of the project-includes the time from the beginn ing 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 ent ities perform ing all or part of the services the Contractor has undertaken to perform on the SP-6 project, regardless of whether that person contracted d irectly with the Contractor and regardless of whether that person has employees. This includes , without limitation , independent Contractors , subcontractors , leas ing companies , motor carriers , City-operators , employees of any such entity, or employees of any entity which furnishes persons to prov ide services on the project. "Services" include , w ithout limitation , provid ing , hau ling , or del ivering equ ipment or materials , or providing labor, transportation , or other services related to a project. "Services" does not include activ it ies unrelated to the project, such as food/beverage vendors , office supply deliveries , and del ivery of portable toilets . The Contractor shall provide coverage , based on proper reporting of classification codes and payroll amounts and fil ing of any coverage agreements , which meets the statutory requ i rements of Texas Labor Code , Section 401 .011 (44) or all employees of the Contractor prov id ing serv ices on the project, for the duration of the project. c . The Contractor must prov ide 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, t he Contractor must, prior to the end of the coverage period , file a new certificate of coverage w ith the governmental entity showing that coverage has been extended . e . The Contractor shall obtain from each person providing services on a project, and prov ide 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 fi le certificates of coverage showing coverage for all pe rsons providing serv ices on t he project; and (2) no later than seven days after receipt by the Contractor, a new certificate of coverage showing extension of coverage , if the coverage period shown on the current certificate of coverage ends during the duration of the project. f . The Contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. g . The Contractor shall notify the governmental entity in writing by certified mail or personal del ivery , within ten (10) days after the Contractor knew or should have known , or any change that materially affects the provis ion of coverage of any person provid ing services on the project. h. The Contractor shall post on each project site a notice , in the text , form and manner prescribed by the Texas Worker's Compensation, inform ing all persons providing serv ices 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 prov ide serv ices on a project, to : (1) provide coverage , based on proper reporting on class ification codes and payroll amounts and filing of any coverage agreements , wh ich 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 cove rage showing that coverage is being p rovided for all employees of the person providing services on the project , for the duration of the project; SP-7 B . j . k . (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 w ith whom it contracts , and provide to the Contractor: (a) a certificate of coverage , prior to the other person beginn ing work on the project; and (b) a new certificate of coverage showi ng 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; (c) retain all required certificates of coverage on file for the duration of t he project and for one year thereafter. (d) notify the governmental entity in writing by certified mail or personal delivery, w ithin ten (10) days after the person knew or should have known , of any change that materially affects the provis ion of coverage of any person provid ing services on the project; and (e) contractually require each person with whom it contracts , to perform as required by paragraphs (1 )-(7), with the certificates of coverage to be provided to the person for whom they are providing services. By s ign ing this contract or providing or caus ing 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 , w ith the commission 's Division of Self-Insurance Regulation . Provid ing false or misleading information may subject the Contractor to admin istrative , criminal , civil penalties or other civil actions. The Contractor's failure to comply w ith any of these provis ions is a breach of contract by the Contractor wh ich entitles the governmental entity to declare the contract void if the Contractor does not remedy the breach w ithin ten day after receipt of notice of breach from the governmental entity. The Contractor shall post a notice on each project s ite 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 requ irements imposed by the Texas Worker's Compensation Act or other Texas Worker's Commission ru les . Th is 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 Engl ish 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 SP-8 The law requires that each person working on this site or prov iding 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 Comm ission 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". 19. SUBSTITUTIONS: The specifications for materials set out the minimum standard of quality that the City believes necessary to procure a satisfactory project. No substitutions will be permitted until the Contractor has received written permission of the Engineer to make a substitution for the material that has been specified . Where the term "or equal", or "or approved equal" is used , it is understood that if a material , product , or piece of equipment bearing the name so used is furnished , it will be approvable, as the particular trade name was used for the purpose of establishing a standard of quality acceptable to the City . If a product of any other name is proposed substitutes is procured by the Contractor. Where the term "or equal", or "approved equal " is not used in the specifications , this does not necessarily exclude alternative items or material or equipment which may accomplish the intended purpose . However, the Contractor shall have the full responsibil ity 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 . 20. MECHANICS AND MATERIALMEN 'S LIEN : The Contractor shall be required to execute a release of mechan ics and materialmen 's liens upon receipt of payment. 21 . 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 Transportation and Public Works, 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 Division 1 of the North Central Texas document. 22 . 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 the entire project which becomes defective due to these causes . 23. DELAYS : The Contractor shall rece ive no compensation for delays or hindrances to the work , except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any , which is to be furnished by the City. When such extra compensation is claimed a written statement thereof shall be presented by the Contractor to the Director of the Department of Transportation and Public Works and if by him found correct shall be SP-9 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. 24 . DETOURS AND BARRICADES: The Contractor shall prosecute his work in such a manner as to create a minimum of interruption to traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project area . Contractor shall protect construction as required by Engineer by providing barricades. Barricades, warning and detour signs shall conform to the Standard Specifications "Barriers and Warning and/or Detour Signs," Item 524 and/or as shown on the plans. Construction signing and barricades shall conform with "1980 Texas Manual on Uniform Traffic Control Devices, Vol. No . 1." 25 . DISPOSAL OF SPOIUFILL MATERIAL: Prior to the disposing of any spoil/fill material, the Contractor shall advise 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 Administrator, 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. 26 . 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 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 SP-10 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 requ ired) for the site to be tested and any work effort involved is deemed to be included in the unit price for the item being tested . (e) The Contractor shall provide a copy of the trip ticket for each load of fill material delivered to the job site. The ticket shall specify the name of the pit supplying the fill material. 27 . PROPERTY ACCESS : Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer. 28 . SAFETY RESTRICTIONS-WORK NEAR HIGH VOLTAGE LINES : The following procedures will 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 legible at twelve feet shall be placed inside and outside vehicles such as cranes , derricks, power shovels , drilling rigs , pile drivers , hoisting equipment or similar apparatus . The warning sign shall read as follows : "WARNING-UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES ." (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 dippers and insulator links on the lift hood connections . (c) When necessary to work within six feet of high voltage electric lines , notification shall be given the power company (TU Electric Service Company) which will erect temporary mechanical barriers , de-energize the line or raise or lower the line. The work done by the power company shall not be at the expense of the City of Fort Worth . The notifying department shall maintain an accurate log of all such calls to TU Electric Serv ice 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 . (e) No person shall work within six feet of a high voltage line without protection having been taken as outlined in Paragraph (c). 29 . 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 . 30 . 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 SP-11 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 prov ision 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 Administrative Code in effect as of the time copying is performed. 31 . CONSTRUCTION STAKES: The C ity , through its Surveyor or agent, will provide 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 construction (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 opinion of the Engineer, a sufficient number 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 markings as required . An individual registered 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. 32 . EARLY WARNING SYSTEM FOR CONSTRUCTION : Time is of the essence in the completion of the work orders in 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 work orders 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 , w ithin 10 days from the date that the letter is received , it provide sufficient equipment, materials and labor to ensure completion of the work w ithin 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 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 . SP-12 r 3. Any notice that may , in the City's sole discretion, be required to be provided to interested individuals will distributed by the Transportation and Public Works Department's Public Information Officer. 4. Upon receipt of the Contractor's response, the appropriate City departments and directors will be notified . The Transportation and Public Works 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. 33 . AIR POLLUTION WATCH DAYS : The Contractor shall be required to observe the following guidelines relating to working on City construction sites on days designated as "AIR POLLUTION WATCH DAYS". Typically , the OZONE SEASON , within the Metroplex area , runs from May 1, through OCTOBER 31, with 6 :00 a .m . -10 :00 a .m. being critical BECAUSE EMISSIONS FROM THIS TIME PERIOD HAVE ENOUGH TIME TO BAKE IN THE HOT ATMOSPHERE THAT LEADS TO EARLY AFTERNOON OZONE FORMATION. The Texas Commission on Environmental Quality (TCEQ), in coordination with the National Weather Service , will issue the Air Pollution Watch by 3:00 p .m . on the afternoon prior to the WATCH day. On designated Air Pollution Watch Days , the Contractor shall bear the responsibility of being aware that such days have been designated Air Pollution Watch Days and as such shall not begin work until 10:00 a.m . whenever construction phasing requires the use of motorized equipment for periods in excess of 1 hour. However, the Contractor may begin work prior to 10:00 a .m . if use of motorized equipment is less than 1 hour, or if equ ipment 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 . 34. NON-EXCLUSIVE CONTRACT: This contract is non-exclusive . During the term of this contract or any renewal hereof, the City reserves the right to advertise and award another contract for like or similar work. If a second contract is awarded , the City further reserves the right to issue work orders under either contract as it deems in its best interest, without recourse. 35 . DETERMINATION AND INITIAITON OF WORK: The Engineer shall determine and designate to the Contractor the location of the storm drain requiring replacement by a Work Order together with a sketch for each such replacement, giving the limits , s ize and nature of work required. The Engineer will notify the Contractor that a Work Order is ready and fax the Contractor a copy of the Work Order notification . The Contractor is to provide his fax number to the Engineer at the pre- construction conference . Single or several Work Orders may be issued at one time. The Contractor shall initiate work on an improvement within ten (10) calendar days of the date the Work Order is faxed or email to the Contractor, and continue work on the Work Order until it has been completed, not including paving . The Contractor shall furnish and supply sufficient equipment and personnel to complete the Work Order in the amount of time provided for in the Work Order. Should the Contractor fail to start any Work Order within the time specified , he shall add the necessary work crews and equipment to prosecute the work to complete the Work Order or Work Orders in the time provided therefore. 36 . WORK ORDER COMPLETION TIME: Should the contractor fail to complete an individual work order in the given amount of days as specified on each individual work order, l iquidated damage charges will be subtracted from the final pay estimate of that particular work order. The estimated SP-13 amount for each particular work order will be used for determining the amount of damages charged per day of time exceeding the specified amount. The time of completion of each individual work order is an essential element of this contract. Each work order issued will have the maximum allowed number of days allowed for the completion of that specific work. The number of days specified will generally be calculated as follows : The total est imated cost for the specific work order divided by 2000 (rounded up)+ 10 days= Number of Days allowed for Construction of Individual Work Order. 37 . LIQUIDATED DAMAGES : The Contractor shall pay liquidated damages of one hundred dollars ($100 .00) per day per Work Order, for failure to beg in a Work Order w ithin ten (10) calendar days of the date the Work Order is faxed to the Contractor. Fa ilure to complete project with in the stipulated construction time on the Work Order, the Contractor w ill pay li quidated damages in the amount stipu lated in these contract documents. 38 . PAYMENT: Whenever the improvements prescribed by an individual Work Order have been completed, the Contractor shall notify the Engineer. The Eng ineer or other appropriate official of the Owner w ill , with in a reasonable time, perform the inspections. If such inspection revea ls that the improvements are in an acceptable condition and have been completed in accordance with the terms of the Contract Documents and all approved modifications thereof, the Engineer will recommend acceptance of the work under that particular Work Order and recommend payment therefore . If the Eng ineer finds that the work has not been completed as required , he shall so advise the Contractor in writing , furnishing him an item ized list of all known items which have not been completed or wh ich are not in an acceptable condition . When the Contractor has corrected all such items, he shall again notify the Engineer that the improvements are ready for inspection , and the Eng ineer shall proceed as outlined above . Whenever the improvements prescribed by the ind ividua l Work Order have been completed and all requ irements of the Contract Documents have been fulfilled on the part of the Contractor, an estimate showing the value of the work will be prepared by the Engineer as soon as the necessary measurements , computations, and checks can be made . The amount of the estimate will be paid to the Contractor after acceptance by the Owner, provided the Contractor has furnished to the Owner satisfactory ev idence of payment as follows : Prior to subm ission of the estimate for payment, the Contractor shall execute an affidavit, as furn ished by the C ity , cert ify ing that all persons, firms , associations , corpo rations , or other organ izations furn ish ing labor and/or materials under that Work Order have been paid in full , that the wage scale established by the City Council in the City of Fort Worth has been paid , and that there are no claims pending for personal injury and/or property damages. The acceptance by the Contractor of the individual payment as aforesaid shall operate as and shall release the Owner from all claims or liabilities under the Contract for anything done or furnished or relating to the work under that Work Order or any act or neglect of said City relat ing to or connected with the Contract. The making of the payment by the Owner shall not rel ieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. Bidder's Initials _______ _ SP -14 39. LIFE OF CONTRACT: It is contemplated that Work Orders will be issued to the Contractor for work to be performed under this Contract for not to exceed 365 calendar days following the date of the Contract nor to exceed the limit of the bid price, whichever shou ld occur first. The Contractor shall be required to complete any work covered by a Work Order issued prior to that date of termination but will not be required to accept any work order for execution dated after that date of termination . If the cost of the work performed under this Contract is less than the limit of the bid price at the end of the 365 calendar day period, at the City's option and the Contractor's concurrence , the Project may be extended to the limit of the bid price . 40 . OPTION TO RENEW:The City has the right to renew this contract for two (2) renewals of $1 ,000 ,000 under the same terms , conditions, and unit prices . The City shall give at least thirty (30) days notice prior to the expiration of contract days from the date of execution of this contract or of an option period or a like notice at such time as there is less than $100 ,000 left unexpended . 41 . TERMINATION : The City reserves the right to abandon , without obligation to the Contractor, any part of the project, or the entire project , at anytime before the contractor begins any work authorized by the City . SP-15 CONSTRUCTION ITEMS 42 . 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. 43 . 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 . 44. 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 manufacturer's instructions . Contractor shall provide a sample concrete panel of one foot by one foot by three inches dimension , or other dimension approved by the Engineer, meeting the aforementioned specifications . The sample, upon approval of the Engineer, shall be the acceptable standard to be applied for all construction covered in the scope of this Non-Pay Item . No direct payment will be made for th is 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 . 45 . 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%. 46 . NON-PAY ITEM -PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION: SP-16 Prior to beginning construction on any work order, the Contractor shall , on a block by block basis , prepare and deliver a notice or flye r of the pend ing construction to the front door of each residence or bus iness that w ill be impacted by construction . The notice sha ll be prepared as follows : The notification notice or flyer shall be posted seven (7) days pr ior to beginn ing any construction activity on each block in the proj ect 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 C ity 's inspector and his phone number and the City 's after-hours phone number. A sample of the 'pre-construction notification ' flyer is attached . A copy of the flyer shall be de li vered to the City Inspector for his rev iew prior to being distributed . The Contractor w ill not be allowed to begin construction on any work order until the flyer is delivered to all res idents and/or businesses that will be impacted by construction of the work order. An electronic version of the sample flyer can be obta ined from the construction office at 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 . 47 . NON-PAY ITEM -PRE-CONSTRUCTION NEIGHBORHOOD MEETING : After the pre-construction conference has been held but before construction is allowed to begin on ind iv idual work orders , a publ ic meeting will be held as determined by the Engineer. The Contractor, inspector, and project manager shall meet with all affected res idents and present the projected schedule, inc lud ing construction start date , and answer any construction related questions . In no case will construction be allowed to begin until this meeting is held. 48 . NON-PAY ITEM -WASHED ROCK: All washed rock used for embedment or backfill or as otherwise directed by the Engineer shall be 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 Abras ion Test: 50% Maximum wear per A.S.T.M . Des ignation C-131 . 49 . NON-PAY ITEM -SAWCUT OF EXISTING CONCRETE: When ex isting concrete or H.M.A.C . is cut, such cuts shall be made with a concrete saw. The Contractor may break out curb and gutter to the nearest joint if he chooses . All sawing shall be subsidiary to the un it cost of the respective item . 50 . NON PAY ITEM -TIE IN INTO STORM DRAIN STRUCTURE : The cost for making lateral tie-ins (subdrains not inc luded) to the storm dra in structure shall be subsidiary to the bid price for the respective lines . 51 . 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 so il eros ion sed iment and water pollution contro l measures deemed necessary by the Engineer for the duration of the contract. These control SP-17 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 capability 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. 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 fording 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 equipment 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 dike or other 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 , pil ing , 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 w ith 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. SP-18 52 . NON PAY ITEM -TRAFFIC CONTROL: The Contractor will be required to obtain a "Street Use Permit" prior to starting work. As part of the "Street Use Permit" a traffic control plan is required. The Contractor shall be responsible for providing traffic control during the construction of this project consistent with the provisions set forth in the "Latest Edition Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways," codified as Article 6701d Vernon's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. A traffic control plan shall be submitted for review to Mr. Charles R. Burkett, City Traffic Engineer at (817) 392-8712, at the pre-construction conference. Although work will not begin until the traffic control plan has been reviewed, the Contractor's time will begin in accordance with the time frame established in the Notice to the Contractor. The Contractor will not remove any regulatory sign, instructional sign, street name sign or other sign, which has been erected by the City. If it is determined that a sign must be removed to permit required construction, the Contractor shall contact the Transportation and Public Works Department, Signs and Markings Division , (Phone Number 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 ." 53 . NONPAY ITEM -SILICONE JOINT SEALING FOR CONCRETE PAVEMENT : 1. SCOPE 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) 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 . SP-19 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 subm itted 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. Test Method AS SUPPLIED **** MIL-S-8802 ASTM D 1475 **** **** **** AS CURED -AFTER ASTM D 412 , Die C ASTM D 3583 (Sect. 14 Mod .) ASTM C 719 ASTM D 3583 (Sect. 14 Mod .) ASTM D 3583 (Sect. 14 Mod .) Self-Leveling Silicone Joint Sealant Test Non Volatile Content, % min . Extrusion 'Rate, grams/minute Specific Gravity Skin-Over Time , minutes max. Cure Time, days Full Adhesion, days Mod . Elongation ,% min . Modulus @ 150% Elongation , psi max. Movement, 10 cycles@ +100/-50% Adhesion to Concrete, % Elongation min. Adhesion to Asphalt, % Elongation min . Requirement 96 to 99 275 to 550 1.206 to 1.340 60 14 to 21 14 to 21 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 operat ion . Immediately after the saw cutting pressure washing shall be applied to flush the concrete slurry from the freshly SP-20 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 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 size and power to complete the joint saw ing to the required dimens ions . 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 5.1 General : The joint reservoir saw cutting , clean ing , 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 pressure water. The water flushing shall be done in one-direction to prevent joint contamination . When the Contractor elects to saw the joint by the dry method , flushing the joint with high pressure water may be deleted . The dust resulting from the sawing SP-21 shall be removed from the joint by using compressed air. (Paragraph Rev . 1, October 18 , 1989) After complete drying , the joints shall be sandblasted. The nozzle shall be attached to a mechanical aiming device so that the sand blast will be directed at an angle of 45 degrees and at a distance of one to two inches from the face of the joint. Both joint faces shall be sandblasted in separate, one directional passes . Upon the termination of the sandblasting , the joints shall be blown-out using compressed air. The blow tube shall fit into the joints. The blown joint shall be checked for residual dust or other contamination . If any dust or contamination is found, the sandblasting and blowing shall be repeated until the joint is cleaned . Solvents will not be permitted to remove stains and contamination . Immediately upon cleaning, the bond breaker and sealant shall be placed in the joint. Open , cleaned joints shall not be left unsealed overnight. Bond Breaker Rod and Tape : The bond breaker rod and tape 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. 54 . 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. SP-22 Only the volume imported will be paid for and may be substantially less than the proposal quantities listed . 55 . PRE-BID ITEM TRAFFIC PERMITS FOR UTILITY STREET CUTS : A fee for street use permits is in effect. The street perm it fee is $50 .00 per permit w ith payment due at the t ime of permit appl ication . The price bid per each for "Traffic Perm its for Utility Street Cuts" as shown in the Proposal w ill be considered full payment. 56 . PAY ITEM - 6 " & 7" CONCRETE CURB : The Contractor may , at his option , construct either integral or superi mposed 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) m inutes 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 . 57 . PAY ITEM -TRENCH SAFETY: Description : This item will consist of the basic requirements which the Contractor must comply with in order to prov ide 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 responsibil ity 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 Trench ing Operation Manual of the Occupational Safety and Health Administration , U.S . Department of Labor, shall be the min imum 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 t rench and paid at the unit price in the Proposal , which shall be total compensation for furnish ing design , materials, tools , labor, equ ipment 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 ex isting ground to the bottom of the pipe . Because of the unique nature of th is contract, the number of trench safety system designs required is not known at the time bids are rece ived . While the contractor is still bound by the latest vers ion of the U.S. Department of Labor, Occupational Safety and Health Administration Standards , 29 CFR Part 1926 , Subpart P-Excavations, it is the City 's intention that all costs incurred by the Contractor in acquiring trench safety designs be included in the unit price bid for Job Move in . 58 . PAY ITEM -CONCRETE FLAT WORK (CURB, CURB & GUTIER, SIDEWALKS, LEADWALKS, WHEELCHAIR RAMPS AND DRIVEWAYS): Concrete flatwork is defined as curb , curb and gutter, sidewalks , leadwalks , wheelchair ramps and driveways as shown in the plans . Th is provision governs the sequence of work related to concrete flatwork and shall be considered a supplement to the specifications governing each specific item . Required backfilling and fin ished grading adjacent to flatwork shall be completed in order for the flatwork to be accepted and measured as completed . SP-23 No payment will be made for flatwork until the pay item has been completed , which includes backfilling and finished grading . 59 . 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. 60 . 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. 61 . PAY ITEM -CONCRETE DRIVEWAY REPLACEMENT: 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 "CONCRETE DRIVEWAY REPLACEMENT" as shown in the Proposal will be full payment for materials including all labor , equipment , tools and incidentals necessary to complete the work. The Contractor shall salvage all brick pavers behind driveway approaches and secure them in a proper location, which will be re-used after new driveway approaches are constructed . 62 . PAY ITEM -STANDARD CONCRETE SIDEWALK, LEADWALK AND ADA 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 directed 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 871-7738). 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 manufacturer's 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 , s ifter, sieve or other means in order to provide for a uniform color distribution ." 63 . PAY ITEM-CONCRETE CURB AND GUTTER REPLACEMENT: 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. 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 details. SP-24 b . 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 . 64 . PAY ITEM-NEW 7" CONCRETE VALLEY GUTTER: This item shall include the construction of concrete valley gutters at various locations to be determ ined 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 . 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 . 65. 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 supe rior 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 appl icable. 66 . 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 wh ich 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 s ite 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. 67 . PAY ITEM -BRICK PAVEMENT REPAIR: Contractor shall take all precautions to carefully remove all existing brick pavers. The brick pavers shall be handled with extreme care to avoid chipping and/or breaking of pavers . Until installed, they shall be cleaned and neatly stacked on pallets (not to exceed 3 feet in height). If necessary, all new SP-25 brick pavers used on this project shall meet the specifications for ASTM C1272 . The brick shall be a Type F heavy vehicular paving brick a minimum 2 5/8" thick , with spacer nibs or lugs, and match the existing brick in size , shape , and color. The brick pavers will be set on a %-inch sand/cement bedding mixture . The sand used shall conform to ASTM C33 excluding all stone screenings that may pass the C33 sieve analysis . The cement sand ratio shall be 1 sack of cement per 1 CY of sand or as directed by the Engineer. Filter fabric 12-inches wide will be installed over every construction, and/or expansion joint as well as all vertical surfaces .. Once the brick pavers have been installed they will be vibrated into the sand bed . Sand conforming to C33 will then be swept into joints and vibrated again . All brick shall be installed per the manufacturer's recommendations. The resulting repair shall provide a smooth driving surface and match all applicable street grades, cross slopes , and crowns . The price bid per linear foot for "BRICK PAVEMENT REPAIR" as shown in the Proposal will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. 68 . PAY ITEM-DEHOLES : The Contractor excavates for existing storm dra in improvements as detailed by work order together with a sketch . The location and dimensions shown on the plans relative to other existing utilities are based on the best information available . Omission from, or the inclusion of utility locations on the Plans is not to be considered as the nonexistence of, or a definite location of, existing underground utilities. It shall be the Contractor's responsibility to verify locations of adjacent and/or conflicting utilities sufficiently in advance of construction in order that he may negotiate such local adjustments as necessary in the dehole process to provide adequate clearances. The Contractor shall take all necessary precautions in order to protect all services encountered . Any damage to utilities resulting from the Contractor's operations, shall be restored at his expense . Payment for work such as backfill and all other associated appurtenants required , shall be included in the price of the appropriate bid item . 69 . PAY ITEM -MOVE IN CHARGES : A Work Order may contain one or more locations . One move-in fee will paid to the contractor per Work Order issued . Locations for multiple sites per Work Order will be in the same general vicinity , if possible , and if so, only one mobilization charge will be paid . 70 . PAY ITEM -FLOWABLE FILL: 1. Description : The flowable fill material shall be mixed on site , free flowing and self-leveling and shall have a consistency enabling it to fill all voids without tamping , vibrating or compacting. Material shall be capable of supporting foot traffic in less than twenty (20) minutes after the pour reaches finished grade and shall be ready to receive a concrete cap in less than eighty (80) minutes , regardless of site and weather conditions . The flowable fill material shall have an in place density of not less than 95 and not more than 115 lbs./cu. ft ., with a maximum twenty-eight (28) day compression strength of not less than 60 and not more than 85 PSI allowing the material to be removed with hand tools such as picks and shovels . The height of free fall of the flowable fill shall not exceed four (4) feet. 2. Material Specifications: Flowable fill shall consist of: A An appropriate amount of Portland Cement meeting ASTM C-150 (with other additives as necessary). B. Aggregates meeting ASTM C-33 SP-26 C. Sand or fine aggregates as per City of Ft. Worth Standard Specifications for Street and Storm Drain Construction Item 406 D. Flyash , C lass C or F, meeting ASTM C-618 E. Adm ixtures 1) Mineral admixtures will be pozzolanic 2) Chemical admixtures shall be in liquid or powder form used in standard ready - mix concrete products unless specifically des igned for flowable fill . Permissible types of adm ixtures are : a. High air generators , as manu factured by Grace Construction Products or approved equal , which are specifically designed for flowable fill to lower unit weights , reduce shrinkage and subs idence , and control compressive strength . b. Air entrain ing admixtures conforming to ASTM C-260 . c . High range water reducers conforming to ASTM C-494 Type F or G . d. Accelerating admixtures conforming to ASTM C-494 , Type C . 1. Non -chloride , non-corrosive accelerators used where metals are present in concrete or embedded members . 2. Calcium chloride . 71 . PAY ITEM-EMERGENCY SITUATION JOB MOVE IN : The Owner or Engineer shall determ ine when an emergency situation shall ex ist. When emergency work is required , the Contractor shall mobilize to the said location w ith in twenty-four (24) hours after given notification from the Inspector and/or Project Manager. The Contractor shall make all necessary arrangements for setting up barri cades , notifying citizens, etc ., while waiting for other util ities to be located as directed by the Engineer. The Contractor shall work continuously until the emergency work order has been completed at a time agreed to by the Project Manager, Inspector, and Contractor. After the emergency work order has been completed, there will be no additional "Job Move-In " charges paid to remobilize back to the previous project location site . 72 . PAY ITEM-GABION BASKETS AND GABION MATTRESSES: Gab ion structures consist of rectangular, compartmented , woven w ire mesh baskets filled w ith stone used to build earth retaining and erosion control structures such as : reta ining wa ll s , channe l lin ings , headwalls and flexible aprons for pipes, s lope protection , br idge revetments and weirs as shown in the plans or as d irected by th e Engineer. 2 .0 MATERIALS : 2.1 Gabions shall be prefabricated in accordance with ASTM A975-97 to the size called for on the plans , or as otherwise approved . Gab ions shall consist of galvanized wire or galvanized w ire with an additional PVC coating woven into a un iform , hexagonal-shaped double twist pattern w ith openings approximately 3-1/4" x 4-1/2". The mesh shall be fabricated in such a manner as to be non-ravel ing and to provide the requ ired flex ibility and strength . All w ire used for gabions , including lacing w ire , shall have a tensile strength of 54,039-68 ,259 psi in accordance w ith ASTM A641-92 Class 3, soft temper. Elongation shall not be less than 12% in accordance w ith ASTM A370-92 . The zinc coating shall meet the requ irements of ASTM A641-92 , Class 3 , soft temper coat ing and shall be a m inimum quantity of 0.70 oz/ft2 for w ire 0.087" in diameter, 0.80 oz/ft2 for wi re 0.106" in diameter, 0.85 oz/ft2 for wire 0 .120" and 0.134" in diameter and 0.90 oz/ft2 for wire 0 .154" in diameter. Mesh wire , selvage w ire and lacing wire d iameters for galvanized gabions and ga lvanized gab ions w ith a PVC coating shall be in accordance w ith the nominal diameters listed below . Tolerances of all w ire diameters shown shall be+/-0.004". All testing of wire diameters shall be prior to fabricat ion . NOMINAL GABION WIRE DIAMETERS : SP-27 Mesh Wire Selvage Wire Lac ing Wire Galvanized Wire 0 .120" (US 11 gauge) 0 .154" (US 9 gauge) 0 .087" (US 13-1/2 gauge) Galvanized W ire with PVC Coating 0 .106" (US 12 gauge) 0.134" (US 10 gauge) 0.087" (US 13-1/2 gauge) Polyv inyl Chloride (PVC) used to coat gabion wire shall meet the following specifications : Color-gray ; Nominal Thickness - 0 .020 inches ; Minimum Thickness - 0 .015 inches ; UV Resistance - 3000 hours using apparatus Type E when tested according to ASTM 01499 and ASTM G23 ; Salt Spray Test -3000 hours when tested accord ing to ASTM 8 117 ; Abrasion Resistance -we ight loss not more than 12% according to ASTM 01242 . The PVC coating shall be uniformly applied and shall be free from cracks, spl its , stretched or stressed areas. Assembled gabions will form a rectangu lar unit with a minimum thickness of twelve inches (1 2"). The base and sides are to be woven into a single un it. The bottom of the end panels shall be factory connected to the body in such a manner that the strength and flex ibility at the point of connection is approximately equal to that of the mesh . The lid for specially fabricated gabions may be separate construct ion . The gabion shall be d iv ided into cells of approx imately equal size by factory connected diaphragm panels using mesh of the same type and gauge as the body of the gabion . The d iaphragm panels shall be secured in proper pos it ion on the base in such a manner that no additional tying is necessary. The length of the cell shall not exceed its horizontal w idth . All perimeter edges of the w ire mesh form ing the body , end and diaphragm panels shall have a heavier gauge selvage w ire woven into the edge of the mesh panel. All cut edges of the mesh panels form ing the body , tops of ends and diaphragms shall be securely attached to a heavier gauge selvage wire by a minimum of two complete turns of the wire mesh around the selvage w ire . Lacing w ire shall be suppl ied for securely fastening the gab ions during all steps of assembly and construction . Lacing wire shall be included with the gabions in sufficient quantity for tying gabions in accordance with the specificat ions . No other wire except of the type supplied with the gabions may be used . Gab ions furnished by a manufacturer shall be of uniform size and subject to dimens ion tolerance limits of+/-5%. The gab ions shall be certi fi ed by a notarized, sworn affidavit from the manufacturer showing compliance with the specification requirements . 2 .2 Gabion Rock used to fill the gabions shall be clean , hard , durable , 4" to 8" well-graded crushed limestone . Not more than 15% of the rock (by weight) shall pass a 4" opening . For 12" gabions , 4" to 6" well-graded crushed limestone may be used . The rock shall be clean and shall be stored and handled in a manner to prevent contamination . Prior to placing the rock, samples shall be delivered to site and shall be approved for gradation and appearance by the engineer. 3.0 CONSTRUCTION : 3.1 General -The gabions shall be installed in accordance with the size , type , and alignment as shown on the plans . PVC coated gabions shall be used in the areas as specified and shown on the plans . The placement of the gabions shall be in close conformity to the lines and grades shown on the plans and shall be in strict accordance with these specifications . 3 .2 Geotextile Fabric Placement -After excavation to the subgrade elevation has been performed , the geotextile fabric (when specified) shall be placed to the lim its as shown on the plans . Care shall be taken not to place the fabric in a manner exceeding the limits shown on the plans . Where splices occur, adjacent pieces of geotextile shall be overlapped a m inimum of eighteen inches (18 "). Fabric shall be secured , when necessary, by pins or other suitable means before placing the gabions . Excess fabric protrud ing past the fin ished gabions shall be cut off. 3.3 Gabion Assembly -Gabions are assembled in the following steps : SP-28 1. Unfold the baskets on a hard , flat surface and stamp out all k inks. 2 . Fold up the front , back , and end panels and fasten the panels together with the projecting heavy gauge selvage wi re by twisting the selvage wire around the selvage w ire of the other panel two complete turns. 3 . Fold the inner diaphragm panels up and secure in the same manner. 4. Tie all edges of the diaphragms and end panels to the sides of the gabion by the tying method as specified below . 3.4 Tying Method -PROPER TYING OF GABIONS AT ALL STEPS IN THE ASSEMBLY AND CONSTRUCTION OF THE GABION STRUCTURE IS CRITICAL TO THE PERFORMANCE OF THE FINISHED GABION STRUCTURE. 1. Gabions must be t ied in the specified manner at each step of construction : a .) Initial assembly b.) Tying to adjacent gab ions along all contacting edges c .) Tying of lid to s ides d .) Tying of lid to top of d iaphragms e.) Re-ty ing of cut gabions 2 . All tying of gabions shall be performed in the following manner (See Fig .1 ): (1.) Cut a length of lac ing w ire approximately five feet long . (2 .) Secure the lacing wire onto the gabion at the end by looping and twisting the tie w ire together. (3 .) Proceed tying with double loops (made at the same point) every five inches apart. The basket pieces should be pulled tightly together during the ty ing operation . (4 .) Secure the other end of the lacing wire by again looping and twisting the w ire around itself. No other wire except of the type supplied with the gabions may be used for ty ing the gabions . 3.5 Gabion Placement -After each gab ion has been assembled , it shall be placed in position empty and shall be t ied to adjacent gabions along all contacting edges in order to form a continuously connected structural un it. 3.6 Filling Gabions -IT IS CRITICAL TO THE PERFORMANCE OF THE FINISHED GABION STRUCTURE THAT GABIONS ARE FILLED TO THEIR MAXIMUM DENSITY WITH VOIDS IN THE GABION MINIMIZED . When the assemb led empty gab ions have been installed and t ied together , the gabions shall be filled in the following manner: 1. The gabions may be filled by machine, but shall be fi ll ed in layers or lifts not exceeding twelve inches (12"). Care shall be taken when placing the rock into the gab ions to insure that the gabions are not damaged or bent. Do not drop rock from a he ight greater than three feet (3'). Suitable sized and appropriate machinery w ill help prevent damage to the gabions during the fill ing operation . Edges of gab ions and d iaphragms may be protected when necessary by ty ing steel re inforcement to the edges of the gabions or other su itable guard mechanisms to prevent damage or deformation of the gab ions . 2 . After a twelve inch (12") layer of rock has been placed in the cell , sufficient hand manipulation for the rock shall be performed to minimize voids and result in a maximum density of rock in the gabion. 3. Gabions that are three feet (3 ') high shall have a looped inner t ie wire installed in each cell connecting the front and back faces of any unsupported face at the vertical third points , or 12" and 24" from the base of the gabions (See Fig .2). Individual cells may not be filled to a height greater than twelve inches ( 12") above any adjacent cell unless looped inner tie wires are installed in both directions . 4 . Each gabion shall be filled to its maximum density , which is s lightly higher than the sides and the surface smoothly leveled m inim izing voids . SP-29 3 .7 Closing Gabions -After the rock has been leveled, the lids shall be pried down and over with a bar or lid closing tool until the edge of the lid and the edge of the gabion are together. Care shall be taken so that the mesh is not excessively deformed . It should require a light stretching in order to bring the two gabion pieces together. The heavy projecting selvage wire of the lid shall then be twisted around the heavy selvage wire on the s ides two (2) complete turns . The lid shall then be tied to the sides of the gabions and the tops of the diaphragms in the specified tying method . The lids of the gabions shall also be tied to adjacent gabions along all contacting edges to insure the formation of a · continuous, connecting structural unit. Special attention shall be given that all projecting sharp ends of wire are turned in on the completed gabion structure . 3 .8 Cutting Gabions -Gabions may be cut to form curves or bevels. Overlap the cut pieces and re-tie in the specified manner. Re-tying shall be in a manner so as to produce a closed cell when completed . Excess mesh wire shall be cut off or shall be tightly and neatly laced down. Care shall be taken that all projecting wire ends are turned inwards or cut off. 73 . PAY ITEM -SUBDRAINS : Pipe shall be perforated Schedule 40 PVC . Where subdrains are installed by boring or otherwise installed under pavement, non-perforated Schedule 40 PVC shall be used . Cleanouts shall be installed at upper end of system and at intervals no greater than 200'. Cleanouts shall line up with lot lines and be placed in a vault similar to a water meter box or placed flush with a concrete collar 2-3 inches beyond the edge of the pipe . Any cleanouts in the pavement need to have traffic-rated covers. Private french drains shall be plumbed into the subdrain anywhere it is practical. In all cases, a cleanout shall be provided ay the private trench drain connection or as directed by the Engineer. In the event of multiple pipes at one location or other unusual configuration, a box or vault or a small grate inlet may be used as a junction structure to tie into the public storm drain . SP-30 -8- PROJECT SIGN & DETAILS 3" 2.25" ....._ __ C") I 2.25" N 4.5" r-PMS 725 (Brown) I I 3' -1.5" I I I I I ' FoRr~WoRru \ ,-PMS 288 (Blue) 8' -0" ,r-PMS 288 (Blue) / I 3" I I I I I I I I 4' -1.5" I \ Your'Storm Water I Funds In Action \ '---White \ L-PMS 288 (Blue) Fonts Used Your Storm Water Funds In Action (Cheltenham Bold Italic) Project Block of text (Cheltenham Bold) 3" 3.75" _.. . I ~ 3.75" ~ ' 0 N I ~ 4.5" • 1.· E XISTING CONCRETE SHALL BE SAW CUT F ULL DEPTH 2 . DRIL L ANO GROU T N0 .5 x 24 " TIE BARS A T 24" C -C . PENATR ATE MIN . 6" INTO E XIS TIN G P AVE MENT 3. S PLICE N 0 .3 B AR S TO THE N0.5 T IE BAR WI T H A MINIMUM 12" OVERLAP . S AW NO . 3 BAR S © 2 4" C-C BO TH WAY S 4 . AT E XPANSION JO INT US E RED WO OD E XPANSIO N J OINT FILLER ANO N0 .6 x 2 4 " SMOO TH DOW EL AT 2 4" C -C SAW CUT . E XIS T . S TEEL 6 " 18" 18" CURB 5 1 MIN .I I ---i-I 5 1 MIN ~ SAWED OR CONSTRUCTED JONT ,,,,,....__ <t JO INT 5 1 MIN .~---i~ CURB RECO MM ENDED BY~U~ DATE :UIS{o\ GEORGE A . BEH M ANE S H, ASS IST AN T DIRECTOR , TPW Rev . TYPICAL PARTIAL PANEL REPLACEMENT REINFORCED CONCRETE PAVEMENT FORT WORTH ~ CI T Y OF FORT WORTH . TE X AS TRANSPOR T ATION/PUBLIC WORK S ENGINEERING DIVIS ION APPROVED B HUGO MALAN GA DIREC TO R , TPW I E XISTIN G STEEL IN PAVEMENT SH ALL B E CUT . . . . . . . . .... 6" JOINT DEPTH PAVEMENT JOINT THICKNESS DEPTH T• 5" 1-1/4" T• 6" 1-1/2" T• 7" 1-J/4" T• 811 2" FI G. 2000 -4 A ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH THE CITY OF FORT WORTH STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION EXISTING CURB & GUTTER EXI S TING BRICK PAVEMENT DOWEL NOTES: EXISTING BAS E CIF ANYl 1. REINFORCED CONCRETE BASE SHALL BE REPLACED TO ORIGINAL DEPTH OR TO A MINIMUM DEPTH OF 5" WHICHEVER IS GREATER . CONCRETE SHALL BE CLASS "A" PER CITY OF FORT WORTH ST ANO ARO. DIT CH WALL 2. REINFORCEMENT OF CONCRETE MUST MEET CITY ST ANOARO OR MATCH E XISTING, WHICHEVER IS GREATER . 3 . PLACE 6" OF 2 :27 CONCRETE AS SHOWN . 1" OF REINFORCED CONCRETE MAY BE SUBSTITUTED FOR EVERY 2" OF 2 =27 CONCRETE . I I PIPE DOWEL MORT AR BED SEE SPEC . .I t l J;~---------V i i . ' 4 . FLOWABLE FILL IS REQUIRED TO BACKFILL ALL TRENCHE S IN DOWNTOWN STREETS, ANO OPTION AL IN OTHER AREA S BACKFILL SHALL MEET SPE CIF IED ITEM 402 OF THE ST ANO ARD SPECIFICATIONS FOR STREET ANO S TORM DRAIN CONSTRUCTION, CITY OF FORT WORTH E XISTING CURB & GUTTER 5 . E XISTING BRICK SHALL BE REMOVED CAREFULLY TO AVOID DAMAGE . DAMAGED BRICK IS TO BE REPLACED WITH UNDAMAGED BRI CK TO MATCH ADJACENT BRICK TYPICAL SECTION -TRENCH REP AIR TYPICAL BRICK SURF ACE 8c REINFORCED CONCRETE BASE RECOMMENDED BY :'-{jl\~ DATE : z/is\ O\ GEORGE A . BEHMANESH, AS S IST ANT DIRECTOR. TPW Rev . FORT WORTH ~ CITY OF FORT WORTH, TEXAS TRANSPORTATION/PUBLIC WORKS ENGINEERING DIVISION APPROVED HUGO MALANGA DIRECTOR, TPW F IG 2000 -3 ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH THE CITY OF FORT WORTH STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION 5'MIN . r DO WEL CLASS "A" REINFORCED CONCRETE PAVEMENT REPLACEMENT TO THE NEAREST JOINT OR CURB. DOWEL EXISTING CURB & GUTTER EXISTING CONCRETE PAVEMENT .... ,_· • ·. ~-• : ........ ! .• -•• , . • • • • • . . • • • •• . . . . . . . EXISTING B ASE <IF ANY ) DITCH WALL .·. ~'.'. 2_:27 CONCRETE -MIN.·. . · .. · .... 12' Pl EXISTING CONCRETE JOINT NOTES 1. FLOWABLE FILL IS REQUIRED TO BACKFILL ALL TRENCHES IN DOWNTO WN STREETS, AND OPTIONAL IN OTHER AREAS BACKF ILL SHAL L MEET SPECIFIED IT EM 402 OF THE STANDARD SPECIFIC ATIONS FOR STREET AND STORM DRAIN CO NSTRUCTION, CITY OF FORT WORTH 2 . REINFORCED CO NCRETE PAVEMENT SHALL BE REPLACED TO ORIGINAL DEPTH OR TO A MINIMUM DEPTH OF 5" WHICHEVER IS GREATER. .3 . PLACE 6" OF 2 :27 CO NCRETE AS SHOWN. 1" OF REINFORCED CONCRETE MAY BE SUBSTITUTED FOR EVERY 2" OF 2:27 CONCRETE 4 . REINFORCEMENT OF CONCRETE MUST MEET CITY STANDARD OR MATCH EXISTING, WHICHEVER IS GRE ATER . TYPICAL SECTION -TRENCH REPAIR REINFORCED CONCRETE PAVEMENT RECO MM EN DED BY ~.£!~ GEO RGE A. BEH MANESH, ASSIST ANT DI RECTOR TP W Re v . DATE :Zf 1S'fol FORT WORTH ~ CITY OF FORT WORTH, TEX AS TRANSPORTATION/PUBLIC WORKS ENGINEERING DIVISION HUGO MALANGA DIRE CTOR TPW FI G 2000-2 NOTES 1.THE FOUR SIDES OF THE CUT SHALL BE NEAT LY SAWED W ITHOUT ROUGH EDGES 2. ANY REMAINING PAVEMENT BETWEEN SPOT REPAIRS MUST BE A MINIMUM OF 5' IN ANY DIRECTION. Long Ser-vices Shor-t Ser-vices For area < 5'; go to curb & square off. L Q) Q) +-C 0 ·- 3- L Q) Q) +-C 0 ·- 3- Asphalt Concr-ete Replace to edge of panel where the distance between cut and edge of panel is < 5'. Long Ser-vices Shor-t Ser-vices For area < 5'; go to curb & square off . ~ Emer-gency r-epair-. L Q) Q) +-C 0·- 3- Q) +-C ·- 3 - As p halt Concr-ete Replace e nt ir-e panel fr-om center-I i ne t o cur-b . PAVEMENT > 10 YEARS PAVEMENT < 10 YEARS RECOMMENDED BY.=,2i.---,i_:__..>.:e...::.....:_:.J_:_~~ FRANK CRUM B , ASSIST ANT DIRECTOR , WATER DEPT . Rev . ATE =Z f 1ct(u t FoPJW01t.TH WATER. DEPAR.TMENT CITY OF FORT WORTH, TE XAS APPROVED BY : DALE FISSELER, DIRECTOR, WAT ER DEPT . ATE : Z /4 0 \ FIG 2000-4W NOTES: 1. PROVIDE ADEQUATE OVERLAP OF PLATE ON ASPHALT TO ASSURE NO SLIPPAGE OF PLATE AND NO COLLAPSING OF TRENCH 2 . IF TRENCH LENGTH IS LESS THAN 5-FEET AND STEEL PLATES WILL BE IN PLACE LESS THAN 46 HOURS, STEEL PLATES MAY BE PLACED DIRECTLY ON EXISTING ASPHALT WITHOUT MILLING . PROVIDE TEMPORARY ASPHALT TRANSITIONS EXTENDING 3 -FEET BEYOND EDGE OF STEEL PLATES . COLD MIX ' ' / ' ' ' ' ' ' ' ' ' ' I ' ' TREN CH EXISTING M.H . OR VALVE AT GRADE STEEL PLATE COLD MI X TYPE "A" MUST HAVE PRIOR APPROVAL OF CITY DETAIL FOR RECOMMENDED B~C\~DATE: 2...A I Slo l GEORGE A . BEHMANESH, FORT WORTH ~ ASSIST ANT DIRECTOR, TPW Rev . CITY OF FORT WORTH, TEXAS TRN'JSPORT ATION/PUBLIC WORKS ENGINEERING DIVISION TR ENCH HUGO MALAN GA DIRE C TOR, T P W STEEL PLATE MILL 1" FOR STEEL PLAT P ACK JOINT WITH COLD MI X FI G 2 0 00· 5 NOTES 1.THE FOUR SIDES OF THE CUT SHALL BE NEA T LY SAWED WITHOUT ROUGH CURB & GUTTER ASPHALT PAVEMENT SPOT REPAIR EDGES -=====;;;;:;;;;;;;;:;;;;;;;;;;::===================:::::==:=::;::=========;;=::;;;;;;;;;;;;;;;;;:;;;:;;;;;;;;;:==::;=- 2. ANY REMAINING PAVEMENT BETWEEN SPOT REPAIRS MUST BE A MINIMUM OF 5' IN ALL DIRECTIONS. ' I I I I UN"C 5'MIN. UN z :i io 5'MIN. CURB & GUTTER LE z :i it, 5'MIN. u TYPICAL 28' WIDE PAVEMENT RECOMMENDED BY ~£\~ DATE :Z./1slo\ GEORGE A . BEHMANE S H . ASSIST ANT DIRECTOR. TPW Rev . CITY OF FORT WORTH . TE X AS TRAN SPORTATION /PUBLI C WORKS ENGINEERING DIVI SION HUG O MN..AN G A DIRE C TOR , T PW 25 ' ASPHALT 28' I ' F IG 2 000 -48 TRENCH LIMITS EXISTING HMAC PAVEMENT EXISTING HMAC PAVEMENT ... EXISTING CURB & GUTIER NOTES: COMPACTED FLEX-BASE MATERIAL TRENCH REPAIR W/TEMPORARY HMAC PAVEMENT TYPICAL SECTION EXISTING CURB & GUTTER 1. PLACE A MIN . OF 2" HMAC SURFACE SOURSE (TYPE "D" MIX) TO MATCH EXISTING HMAC PAVEMENT GRADE AS SHOWN . 2. PLACE COMPACTED FLEX BASE MATERIAL AS SHOWN . 3 . FLOWABLE FILL IS REQUIRED TO BACKFILL ALL TRENCHES IN DOWNTOWN STREETS , AND IS OPTIONAL IN OTHER AREAS . BACKFILL SHALL MEET SPECIFIED ITEM 402 OF THE STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION , CITY OF FORT WORTH ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH THE CITY OF FORT WORTH ST AND ARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION . ~'W{>![[g CITY OF FORT WORTH, TEXAS ~ TEMPORARY ASPHALT PAVEMENT REPAIR DATE : 04/2005 2000-18 8" OCl N B l USE #3 BARS X 3' -2" @ 22" O.C., UNLESS CONNECTING TO PAVE MEN~ THEN USE #3 BARS X 5'-3" @ 22" 0 C. Y." CHA MFER 3'-0" TOP OF GUTTER OUTSIDE EDGE FLO W LI NE OF GUTTER 24" <O A ~ A :::_j #3 BARS @ 12" O.C . (RE AR FACE, REAR WA LL) #3 BARS @ 18" O.C. (NEAR FACE, REAR WA LL) 8"f- #4 BAR X 11'-0" NOTES: 1. DI MEN SION "D" (DEPTH) FOR ALL ST A NDARD 10' INLETS SH AL L BE 4' -0" AT THE UPPER END AN D 4 ' -8" AT THE OU TLET END (ME A SURED FROM THE TOP OF CURB). FOR N ON -ST AN DARD INL ETS THE DEPTH WI LL BE SHO WN ON THE PLANS . 2. DIMENSION "A" SHALL BE THE GUTTER DIMENSION IN USE ON THE PROJEC~ (2) #4 BARS X 15'-9" 3. IF MANHOLE DEPTH IS OVER 5 '-0", S TEP S WIL L BE REQU IRED A ND SHALL BE CONSTRUCTED PER DRA WING ------· B A (SEE NOTE 2) j #3 BARS @ 18" O.C 4 . GUTTE R CONSTRUCTION IN FRONT OF IN LET (AS SHOWN ) IS TO BE CONSIDERED A S P AR T OF S AME . 5. ALL EXPOSED SURFAC ES ARE TO BE WEL L FINISHED. EXCAVATION FOR INLET IS TO BE INCLUDED IN PRICE BID FOR S AM E. A (FRONT FACE, FRONT WA LL) 1' -Q" ---------i (SEE NOTE 2) F A CE OF CURB #3 BAR X 15 '-9" VARIES RADIUS AND- SLOPE A S STD. CURB 2-1/2" PLAN VIEW " TOP OF CUR B 10'-Q" OPENING PAY LIMIT OF INLET END OF INLET TO BE NEAR CURB CORNER 3'-0" 7" GRADE OF GUTTER AT INLET C/L STD . CURB AN D GUT TER -#3 BARS BENT INTO WA LL co ~ - w t-- 0 0 z (/) w w w ir (/) <( > 8" ELEVATION VIEW SEC TION B-B <O TOP OF CURB - 2" SECT ION A-A CITY OF FORT WORTH , TEXAS STANDARD 1 O' STORM DRAIN INLET DATE : 06-2007 SD-001 4'-0" #4 BARS X 3'-0" @ 18" O.C (TYP.) NOTES: W+2T w (OPENING) CONSTRUCTION AT CORNERS SECTION A-A #4 BARS @ 18" O.C.B .W. (TYP. ALL SIDES) 1. MATERIAL AND WORKMANSHIP SHALL CONFORM WITH THE REQUIREMENTS OF FORT WOR TH STANDARD SPECIFICATIONS FOR STANDARD CONCRETE MANHOLES. 2. ALL STEEL REINFORCING SHALL HAVE A 2 " CONCRETE COVER (MINIMUM), UNLESS OTHERWISE NOTED. 3. EXCAV ATION FOR MAN HOLE TO BE INCLUDED IN THE UNIT PRICE BID FOR MANHOLE. 4. FOR DETAILS OF REINFORCING OF LO WER PORTIONS OF INLET, SEE APPROPR I ATE SQUARE MANHOLE DETAIL 5. DEPTH OF DROP INLET FRO M FINISHED GRADE TO FLOW LINE OF INLET IS VAR I ABLE. APPROXIMATE DEPTH WILL BE SHOWN ON PLANS A T LOCATION OF INLET. 6. ALL STANDARD DROP INLETS SHALL HAVE ONE OPENING ON EACH ~DE UNLESS SHOWN ON PLANS . 7. DECK MAY BE REINFORCED SA ME AS 4' SQUARE MANHOLE (SEE DRA WING NO. ____ ). 8. IF DEPTH OVER 5'-0" AT MANH OLE, STEPS SHA LL BE CONSTRUCTED PER DRAWING NO . ___ _ ,__ N + 3: ,__ ~ A Cl L z 3: z w CL 0 I W + 2T I ~~1~---~(0_P_E-:-IN_G_)~~--1 ~r-- PLAN VIE W INLET SI ZE T w 2' SQUARE 7" 2'-0 " 4' SQUARE 7" 4'-0" 5 · SQUARE 8" 5'-0" 6 ' SQUARE g" 6'-0" 7' SQUARE g" 7'-0" 8' SQUARE g" 8'-0" TOOLED EDGES ( TYP ALL SIDES) CITY OF FORT WORTH , TEXAS STANDARD STORM DRAIN DROP INLET DATE : 06-2007 50-004 CX) "' ·o I I ."' ·.,,. 3-#4 BARS, AS SHOWN ·ex:, CITY STANDARD MA NHOLE FRAME AND COVER TOP OF PIPE #4 BARS @ ___.... 8" O.C .B .W. 5'-4 " 4'-0" 8">-------<8" PLAN VIE W BARS T #4 BARS @ 6" O.C.B.W. HOOKED AT EACH END 5 -#4 x 9" BARS TO BIND BRICK TO TOP SLAB 8" 8" 2 Jf TYPICAL--j I-- TYPICAL COR NER DETAIL PLAN VIEW BARS E--~ #4 BARS @ 18" OUTSIDE FACE NOTES : 1. MATERIALS AND WORKMANSHIP SHALL CONFORM WITH THE REQUIREMENTS OF CITY OF FORT WORTH STANDARD SPECIFICATIONS FOR STANDARD CONCRETE MANHOLES. 2. LAYERS OF REINFORCING STEEL NEAREST THE IN TERIO R AND EXTERIOR SURF ACE SHALL HAVE A COVER OF 2 " TO THE CENTER OF BARS, UNLESS OTHER WISE NOTED . 3 . EXCAVATION FOR MANHOLE TO BE INCLUDED IN THE UNITS PRICE BID FOR MANHOLE . ~---BARS C #4 BARS @ 18" INSIDE FACE BARS C T 18" MAX. J BARS T-#4 BARS @ 6" O.C.B.W. w .... 0 z #4 BARS @ 18 " INSIDE FACE BARS D ~~~-BARS B #4 B AR S @ 18" ::;:;::~~==~+~~ #4 BARS @ 15" <D SECTION B-B VERTICAL BARS #4 BARS AT 18" OUTSIDE FACE INSIDE FACE (IF WALL HEIGHT IS OVER 6' USE STEEL REBAR SPACERS) w w l/l '+--.J+---1+-lf-'-----t-#4 DOWELS @ NOTE: DEPTH "D " SHALL BE SHOWN ON STORM DRAIN PLAN AND PROFILE SHEETS. SECTION A-A CITY OF FORT WORTH , TEXAS STANDARD 4' SQUARE MANHOLE 18" ALL AROUND EXCEPT IN WA Y OF PIPE NOTE: SLOPE INVERT OF M.H. AS INDICATED ON PLAN & PROFILE SHEET. DATE : 06-2007 SD-006 00 " a I I i.o ;,-, 3-#4 BARS, AS SHO WN • O'.J CITY STAN DARD MAN HOLE FRA ME AND COVER PLAN VIE W A BARS T #5 BARS @ 8" O.C .B.W . HOOKED A T EACH END 5-#4 x g" BARS TO B IND BRICK TO TOP SL AB 8" 2 Jf TYP IC A L-----j 1-- TYPICA L CO RNER DETAIL PL AN VI EW NOT ES: 1. MATERIALS AND WORKMANSHIP SH AL L CO NFORM WITH THE REQU IRE MENT S OF CITY OF FORT WORTH ST ANDAR D SPECI FI C A TIO NS FOR STANDARD CONCRETE MANH OLES 2 . LAYERS OF REINFORCING STEEL NEAREST THE IN TERI OR AND EXTERIOR SURF A CE SHALL HAVE A COVER OF 2" TO THE CE NTER OF BARS, UNLESS OTHER WISE NOTED . 3. EXC AVATION FOR MANH OLE TO BE INCLUDED IN THE UNITS PRICE BID FOR MANHOLE . ----BARS C --1----<1------!-~ #4 BARS @ 18" INSIDE FACE MOR TAR CO VER -----,-.£.J:.l BARS E --~ #4 BAR S @ 18" OUTSIDE FACE BARS C ONE OR MORE C.L MANHOLE STEPS COU RSES 2 ;f AT 12" -12 " SPRE A D VITRIFIED BRICK STAGGERED (REINF BARS F -#4 PLASTIC ST EPS MA Y J-_ _':B'c'.A~R..::S...:A'.c..T'.......'..1'.::.8'_' --~~;-r~ BE USED) TOP OF PIPE MAX. O.C.B .W. VERTICAL BARS #4 BARS A T 18" (IF WA LL HEIGHT IS OVER 6 ' USE STEEL REBAR SPACERS) w r 0 z w w (/) #4 BARS @ 18" INSID E FACE BARS D _.,__.....,___ BARS B #4 BARS @ 18" ..LJ..1-'-'---'----'-·"-----'-+--._.........._ #4 BARS @ 9 " OUTSIDE FACE INS IDE FA CE __J~=~=~!:::!:::±1:i!!::::l---+--#4 DO WEL S@ 18" ALL AROUND EXCEP T IN WAY OF PIPE #5 BARS@____... 8" O.C.B.W. 1"x4" KEY OR #4 BARS@ ~';::' NOTE : DEPTH "D" SHALL BE SHOWN ON STORM DRAIN PLAN AND PROFIL E SHEETS. #5 BARS @ 8" O.C.B.W NOTE: SLOPE INVERT OF M.H . A S IND IC A TED ON PLAN & PROFILE SHEET. 8" C-C IN LIEU OF KEYWA Y <XJ SEC TION B -B SECTION A-A CITY OF FORT WORTH , TEXAS STANDARD 5' SQUARE MANHOLE DA TE: 06-2 007 SD-007 t a, B l I <!) C) I r---i.o I 3-#5 BARS, - AS SHOWN CJ) t T . .. NO E. 60 DI AM ETER PIPE SHO WN CITY ST A NDARD MANHOLE FRAME AND COVER MORTAR COVER ONE OR MORE COURSES 2 ~ .. VITRIF IED BRICK C.I. MAN HOLE STEPS AT 12"-12" SPRE AD STAGGERED (REINF PLASTIC STEPS MA Y BE USED) REINFORC ING TYPICAL ALL WALLS #4 BARS @ 18" VERT. #4 BARS @ 12 " HOR . #5 BARS@ ~ 12 " O.C .B.W. 7'-6" 6' O" - g" I V I ~'i. ~~} / / / ~ ___. / / ' r-.. / I/ -r i,, .I I/ J ./ I J I g" A I I I/ -........ ~ ------~ I I A B Li p:,,,__ BARS T #5 BARS @ 8 " O.C.B .W. HOOKED A T EACH END 9 " 2 ~ .. TYPICAL--! f--- TY PI C AL CORNER DETAIL PLAN VI EW NO TES : 1. MATERIA LS AND WORK MA NSHIP SHALL CONFOR M WITH THE REQUIREMENTS OF CITY OF FORT WORTH STAND AR D SPECI FICATIONS FOR STANDARD CONCRE TE MANHOLES. 2 . LAYERS OF RE INFORCING STEEL NEAREST THE INTERIOR AN D EXTERIOR SURF A CE SHALL HAVE A COVER OF 2" TO THE CENTER OF BARS, UNLESS OTHER WISE NOTED . 3. EXCAVATION FOR MANHOLE TO BE INCLUDED IN THE UNITS PRICE BID FOR MAN HOLE. PLAN VIEW 5-#4 x 9" BARS r----BARS C TO BIND BRICK TO TOP SL A B BARS E --~ #4 BARS @ 18" OUTSIDE FAC E #4 BARS @ 18" INSIDE FACE S ECTION B-B 18" MAX . BARS C #4 BARS @ 18" INSIDE FACE BARS D ~~~-BARS B w >- 0 z #4 BARS @ 18" _,_....._~-..t<--_.__---+-__.__..."'"'"'"" #4 BARS @ 9 " OUTSIDE F ACE INSIDE FACE VERTICAL BARS #4 BARS AT 18" w (IF WALL HEIGHT IS ~ OVER 6' USE STEEL REBAR SPACERS) ~--.'1:!::=*t-!;::::::J~±~::j::::t----t-#4 DO WEL S @ 18" A LL AROUND EXCEPT IN WA Y OF PIPE NOTE: DEPTH "D " SHALL BE SHOWN ON STORM DRAIN PLAN AND PROFILE SHEETS. SECTION A-A CITY OF FORT WORTH , TEXAS STANDARD 6' SQUARE MANHOLE NOTE: SL OPE INVERT OF M.H . A S INDICATED ON PLAN & PROFILE SHEET . DATE : 06-2007 SD-008 1/4 I.D. (LARGE PIPE) 1/8 CIRCUMFERENCE (TYP.) -.-_____.-+-1/4 1.D. (LARGE PIPE) ----~ • 0 .0. (LARGE P IPE) + 1'-0" • 0..: <.D >- t-- 3" (TYP) ,,...__ w 0.. 0:: w-0 C) I Ct:: -<( ~ 2+ 0 ci #3 BARS BENT 1· AS SHO WN ci ci #3 BARS @ 14" O.C. (CIRCUMFERENTIAL) 1'-6 " • g " g" SECTI ON A-A CITY OF FORT WORTH , TEXAS REINFORCED CONCRETE COLLAR -1 I - I I I DATE : 06-2007 SD-011 ct_ SYM . • 0 w G: u w Cl.. (/) (/) <l'. I ,- Cl.. w 0 • 3" #3 BARS @ 18 " BOTH WAYS CONCRETE (5 SACK) #3 BAR NOTE 1. CONCRETE SHALL B E CLASS 'A' PER SPECIF ICATIONS ITE M 406 CONCRETE FOR STRUCTURES CONSTRUCTION JOINT #3 L BAR @ 18 " C-C 2. RIPRAP TO BE FORMED ON UNDISTURBED SOIL CUT TO GRADE. IF TO B E PLACED ON FILL , ALL FILL SHALL BE PLACED ON BENCHES CUT IN UN DISTURBED SOIL AND FIL LED IN 8" LOOS E LIFTS, EACH COMPACTED TO 95% STANDARD PROCTO R NOTE: DENSITY. THE FILL SO COMPACTED SHALL THEN BE CUT TO GRADE. TYPICA L TRANVERSE SECTION (SEE BOTH FOR COMPLET E DETAIL) TRANSVERSE EXPANSION JOINTS ARE REQUIRED 100' ON CENTERS OR LESS; SAME SHALL INCLUDE 14 " REDWOOD CO MP LETELY COVERING THE JOINT FA CES (EXC EPT 14 " EDGE RELIEF FOR DEALING COMPOUND) AND 24 " #8 SMOOTH DOWELS ON 18 " CENTERS COATED 16 " AND CAPPED WITH 1 Xi" MIN. CLEARENCE ON ONE END AND WITH 12" SPAN DOWEL SUPPORT AND HOT POURED RUBBER TYPE SEALING COMPOUND 14 " THICK ct_ SYM. SLOPE UNLESS~~~ SPEC IFIED OTHERWISE 2" PROJECTION @ 20' C-C 2 " SCH 4 0 P.V.C. CUT FLUSH AS SHOWN 6" MIN. --j Y." PER FT. Y." PER FT. 6" MIN. BOTTO M WIDTH AS SPECIFIED FT.) NOTE 12 " WASHED ROCK TO BE COVERED ~TH ST AKE D BURLAP OR OTHER SUITA B LE MEANS, APPROVED BY TH E ENGINEER, TO HOLD IN PLACE WHILE CONC RETE IS BEING PLACED. TYPIC AL TR ANVERSE SECTION (SEE BOTH FOR COMPLETE DE TAIL) CITY OF FORT WORTH , TEXAS REINFORCED CONCRETE RIPRAP DATE : 06-2007 SD-019 -9 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 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 Miscellaneous Storm Drain Improvements and City of Fort Worth Project No . 001137 . STATE OF TEXAS COUNTY OF TARRANT § § § CONTRACTOR: ft/·-T~h Ct166 L c .. By ~ Nam:7i; 46,~ Title : (/...-/ Date : ____ 3~--' l_--_tJ_~~-____ _ Before me , the undersigned authority, on this day personally appeared 7 ro7 fA/'10) 7 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 /i:1 ~ -eu4 LrPl't~ · -1,..fJC · for the purposes and consideration therein expressed and i n the capacity therein stated . Given Under My Hand and Seal of Office this / l ~ay of 'll-4..1t t-lJ, 20~ e SHARON RIDDLE Notary Public STATE OF TEXAS My Comm. Exp . 02/28/2011 Notary di~o &~~~ Texas -10 - CERTIFICATE OF INSURANCE ) Bond No. 8215-46-07 PERFORMANCE BOND THE STATE OF TEXAS COUNTY OF TARRANT § § § KNOW ALL BY THESE PRESENTS : That we , (1) Tri Tech Construction, Inc. as Principal herein , and (2 ) Vigilant Insurance Company , a corpora t ion organized under the laws of the St ate of (3 ) _N_e_w_Y_o_r_k _____ , and who is authorized to issue surety bonds in the State of Texas , Su rety here in , are held and firmly bound unto the City of Fort Worth , a municipal corporation located in Tarrant and Denton Counties , Texas , Obligee herein , in the sum of One Million Dollars and No Cents Dollars ($1,000,000.00) for the payment of wh ich sum we bind ourselves , our heirs , executors , administrators , successors and assigns , jointly and severally , fi rmly by these presents . WHEREAS , Principal has entered into a certain written contract with the Obligee dated the 3rd day of March , 2009 , a copy of which is attached hereto and made a part hereof for all purposes , for the construction of Miscellaneous Storm Drain Improvements. NOW , THEREFORE , the condition of this obligation is such , if the said Principal shall faithfully perform the work in accordance wit h the plans , spec ifications and contract documents and shall fully indemnify and hold ha rmless 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 i n full force and effect. PROVIDED , HOWEVER, that th is bond is executed pursuant to Chapte r 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 th is instrument. SIGNED and SEALED this~ day of March , 2009 . Bond No. 8215-46-07 Title: __ f~) A.-r ____ ~_. ______ _ (SEAL) Address : 650 Tower Drive Kennedale, Texas 76060 Witness as to Principal ATTEST: Secretary (SEAL) ~\ NOTE : ( 1) (2) (3) Name : Kyle W. Sweeney Attorney in Fact Address: 2001 Bryan Street, Suite 3400 Dallas, Texas 75201 Telephone Number: 214-754-0777 Correct name of Principal (Contractor). Correct name of Surety. State of incorporation of Surety - ...... ... ,....-._ - Telephone numbe r of surety must be stated. In addition, an original copy of Power of Attorney shall be attached to Bond by the Attorney-in-Fact. The date of bond shall not be prior to date of Contract. THE STATE OF TEXAS COUNTY OF TARRANT § § § Bond No. 8215-46-07 PAYMENT BOND KNOW ALL BY THESE PRESENTS : That we, (1) Tri Tech Construction, Inc. Principal herein, and (2) Vigilant Insurance Company as a corporation organized and existing under the laws of the State of (3) _....;N...;;..e;;;...w;;..;;.._Y;;...o;;;..;r...;;..k;;.___ as surety , are held and firmly bound unto the City of Fort Worth , a municipal corporation located in Tarrant and Denton Counties , Texas , Obligee herein, in the amount of One Million Dollars and No Cents Dollars ($1,000,000.00) 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~ day of March , 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: Miscellaneous Storm Drain Improvements. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH , that if the said Principal shall faithfully make payment to each and every claimant (as defined in Chapter 2253, Texas Government Code, as amended) supplying labor or materials in the prosecution of the work under the contract, then this obligation shall be void ; otherwise, to remain in full force and effect. PROVIDED , HOWEVER , that this bond is executed pursuant to Chapter 2253 of the Texas Government Code , as amended , and all liabilities on this bond shall be determ ined 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~ day of March , 2009. (SEAL) Bond No. 8215-46-07 Tri Tee PRINCI Name : _ ____._./)_,4-....... ,µ __ ;,,_____. ____ _ Title : __ ....... /1_,u____.._5-=--------- Address : 650 Tower Drive Kennedale, Texas 76060 Witness as to Principal ATTEST: Secretary (SEAL) NOTE: ( 1) (2) (3) Vigilant Insurance Company SURETY Name: Kyle . Sweeney Attorney in Fact Address: 2001 Bryan Street. Suite 3400 Dallas, Texas 75201 Telephone Number: 214-754-0777 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. THE STATE OF TEXAS COUNTY OF TARRANT KNOW ALL BY THESE PRESENTS : § § § Bond No. 8215-46-07 MAINTENANCE BOND That -----------'-T"""'ri'--T"""e""'c'"'"h"'----C.C....C.o"""'n"'"s"""tr....c.u;..;:c..;;.;ti'""o""'n"'", "'"'I n"""'c'"'". ______ ("Contractor"), as principal , and _______ V...:....:...igi.:.i=la=n=t....:.;ln:..:..s=u=r;..;:;a:..;.n=c=e....;C::;..o=m;.;.;.i.;;p..;;;;a""'n_,_y _______ a corporation organized under the laws of the State of ___ ....;N:....;;..;;;..ew;:.:_....;Y;...;o;;..;.r.;.;k __ , ("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 Million Dollars and No Cents Dollars ($1,000,000.00), 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 3rd of March , 2009, a copy of which is hereto attached and made a part hereof, for the performance of the following described public improvements: Miscellaneous Storm Drain Improvements the same being referred to herein and in said contract as the Work and being designated as project number(s) 01137 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 the period of 2 (Two) Year(s) after the date of the final acceptance of the work by the City; and WHEREAS , said Contractor binds itself to maintain said work in good repair and condition for said term of 2 (Two) Year(s); 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 Engineering, 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 Bond No. 8215-46-07 null and void , and have no fo rce or effect. Otherwise , this Bond shall be and remain in full force and effect, and the City shall have and recover from Contractor and Surety damages in the premises as prescribed by said Cq ntract. This obl igation 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 3rd day of March , AD . 2009 . (SEAL) Name :_ ........ 0 ....... A-w.....___W_~----'-0 ....... 'f ___ _ Title: ___ /J_JU_7 ______ _ Address : 650 Tower Drive Kennedale, Texas 76060 Witness as to Principal ATTEST: Secretary (SE AL) Vigilant Insurance Company SURETY Address: 2001 Bryan Street, Suite 3400 Dallas, Texas 75201 Telephone Number: 214-754-0777 (1) Correct name of Principal (Contractor). (2) Correct name of Surety . (3) State of incorporation of Surety Telephone number of surety must be stated . In addition, an o r:i_gt nal 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. Policyholder Information Notice IMPORTANT NOTICE To obtain information or make a complaint: You may call Chubb's toll-free telephone number for information or to make a complaint at 1-800-36-CHUBB You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at 1-800-252-3439 You may write the Texas Department of Insurance P.O. Box 149104 Austin, TX 78714-9104 FAX# (512) 475-1771 Web: http ://www.tdi.state.tx.us E-mail: ConsumerProtection@tdi.state.tx.us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent first. If the dispute is not resolved, you may contact the Texas Department of Insurance . ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. Form 99-10-0299 (Rev . 1-0 8) AV/SO IMPORTANTE Para obtener informaci6n o para someter una queja: Usted puede llamar al numero de telefono gratis de Chubb's para informaci6n o para someter una queja al 1-800-36-CHUBB Puede comunicarse con el Departamento de Seguros de Texas para obtener informaci6n acerca de compafifas , coberturas, derechos o quejas al 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas P.O. Box 149104 Austin, TX 78714-9104 FAX# (512) 475-1771 Web: http ://www.tdi.state .tx.us E-mail: Con s umerProtection@tdi.state .tx.us D/SPUTAS SOBRE PRIMAS O RECLAMOS: Si tiene una disputa concerniente a su prima o a un reclamo , debe comunicarse con el agente primero. Si no se resueve la disputa, puede entonces comunicarse con el departamento (TDI). UNA ESTE AV/SO A SU POLIZA: Este aviso es solo para prop6sito de informaci6n y no se convierte en parte o condici6n del documento adjunto. CHUBB Chubb Surety POWER OF ATIORNEY Federal Insurance Company Vigilant Insurance Company Pacific Indemnity Company Attn: Surety Department 15 Mountain View Road Warren, NJ 07059 Know All by These Presents , That FEDERAL INSURANCE COMPANY , an Indiana corporation, VIGILANT INSURANCE COMPANY, a New York corporation, and PACIFIC INDEMNITY COMPANY , a Wisconsin corporation, do each hereby constitute and appoint Kyle W. Sweeney, Charles D. Sweeney and Michael A . Sweeney of Fort Worth, Texas--------------------- each as their true and lawful Att orney -in-Fact to execute unde r such des ignation in th e ir name s and to affix th eir corporat e sea ls to and de live r fo r and on th ei r behalf as surety th ereon or otherwise , bonds and undert akings and other writ ings obligatory in th e nat ure thereof (o th er th an ball bonds) g iven or exec ute d i n the course of business. and any in struments amending or altering the sa me , and consents to the modificat ion or alteration of any in strument referre d to in said bond s or o bligations . In Witness Whereof, said FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY , and PACIFIC INDEMNITY COMPANY have each execu ted and atte sted ·;:;;;;,d~4"h ~,,, .,,, ... ~~/ C !(~Secretary ;,-- STATE OF NEW JERSEY ss . County of Somerset On th is 13th day of August, 2008 belore me, a Notary Public of New Je rs ey , perso nally came Kenn eth C . Wendel, to me known to be Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY , and PACIFIC INDEMNITY COMPANY , the companies which executed the foregoing Power of Attorney, and the said Kenneth C . Wendel, being by me duly sworn , did depose and say that he is Ass istant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY and knows the corporate seals thereof, that the seals affixed to the foregoing Power of Attorney are such corporate seals and were thereto affi xed by authority of the By-Laws of said Companies; and that he signed said Power of Attorney as Assistant Secretary of sa id Companies by like authority; and that he Is acquainted with Dav id B. Norris, Jr., and k nows him to be Vice Presi dent of said Compan ies; and that the signature of David B. Norris, Jr., subscribed to said Power of Attorney Is in the genuine handwriting of David B . Norris , Jr., and was thereto subscribed by authority of said 13y- Laws and In deponent's presence . Notarial Sea l KATHERINE KALBACHER NOTARY PUBLIC OF NEW JERSEY No . 2316685 Comminion Expires July 8, 2009 CERTIFICATION AL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY , and PACIFIC INDEMN ITY COMPANY: Notary Public "All powers of attorney for and on behalf of the Company may and shall be executed In the name and on behalf of the Company , either by the Chalrma"or the President or a Vice President or an Assistant Vice President, Jointly with the Secretary or an As sistant Secretary , under their respective designations. The signature of such officers may be engraved , printed or lithographed . The signature of each of the following officers : Ch airman, President , any Vice President, any Assistant Vice President, any Secretary, any Ass istant Secretary and the seal of the Company may be aff ixed by lacsimil e to any power of attorney or to any certificate re lating thereto appointing Assistant Secretaries or Attorneys-in-Fact for purposes only of exe cuting and att e sting bonds and undertakings and other writings obligatory in the nature thereof , and any such powe r of attorney or cert ifi ca te bearing such fac sim ile sign atu re or fac simi le seal shall be va li d and binding upon the Company and any such power so exe cuted and cert illed by such fa csim il e signature and fac simi le sea l shall be val id an d b inding upon the Company with respect to any bond or undertaking to which It is attached ." I, Kenne th C. Wendel , Assista nt Secretary of FEDERAL INSURANCE COMPANY . VIGILANT IN S URANCE COMPANY, and PACIFIC INDEMNITY COMPANY (the ·companle sj do hereby cert ify that (i) lhe foregoing extract ol the By-Laws of the Companies is true and correct , (ii ) the Compan ies are duty licensed and authori zed to transact surety business in all 50 of the Un ited States of Ame rica and the District of Columbia and are au thorized by the U .S . Treasury Department ; lurther, Federal and Vigilant are lic ensed in Pu erto Rico and the U .S . Vi rgi n Islands , and Federal is licensed in American Samoa , Guam, and each of the Prov inces of Canada except Prince Edward Island; and (iii) the foregoing Power of Attorney is true , correct and in full fo rce and effect. G iven under my hand and seals of sa id Companie s at W arren, NJ th is March 3, 2009 IN THE EVENT YOU WISH TO NOTIFY US OF A CLAIM , VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF ANY OTHER MATIER, PLEASE CONTACT US AT ADDRESS LISTED ABOVE , OR BY Telephone (908) 903 · 3493 Fax (908) 903· 3656 e-mail : suretv@chubb.com Fonn 15-10· 0225B-U (Ed . 5-03) CONSENT THE STATE OF TEXAS COUNTY OF TARRANT CITY OF FORT WORTH, TEXAS CONTRACT KNOW ALL MEN BY THESE PRESENTS : This agreement made and entered into this the 3rd day of March , 2009 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, AD., 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 Tri Tech Construction, 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: MISCELLANEOUS STORM DRAIN IMPROVEMENTS Designated as project number: .01137 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. 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 365 (Three Hundred Sixty 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 time allowed as provided in the General Conditions , there shall be deducted from any monies due or which may thereafter become due him, the sum of $315.00 per calendar day, not as a penalty but as liquidated damages , the Contractor and his Surety shall be liable to the Owner for such deficiency . 5. Should the Contractor fail to begin the work herein provided for within the time herein fixed or to carry on and complete the same according to the true meaning of the intent and terms of said Plans, Specifications, and Contract Documents, then the Owner shall have the right to either demand the surety to take over the work and complete the same in accordance with the Contract Documents or to · take charge of and complete the work in such a manner as it may deem proper, and if, in the completion thereof, the cost to the said City shall exceed the contract price or prices set forth in the said Plans and Specifications made a part hereof, the Contractor and/or its Surety shall pay said City on demand in writing, setting ·forth and specifying an itemized statement of the total cost thereof, said excess cost. 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 any damage , loss or destruction to property of the Owner arising from the performance of any of the terms and conditions of this C-2 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 e ither (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 prov ided 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 NIA shall be ONE MILLION DOLLARS AND NO CENTS $1,000,000.00 C-3 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 Done in Fort Worth , Texas , this the _ _....;;3;..;;.;rd;;a.._ __ day of March , 2009 . APPROVAL: 6'~5 /.6<k ~~-CJ~ otREcroR,RANsPTATION PUBLIC WORKS DEPARTMENT (Contractor) (Addres ) .~~~'l'~~o (City/State/Zip) Rev ised June 2008 ASSISTANT CITY MANAGER ATIEST: CY\ CA.d: OV\1\44 CITY SECR~ARY (SEAL) c.-2.:33<32. Contract AuthorizatioR Date OFFICIAL RECOR CITY CRETARY I ftWORTH,TX