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Contract 29215
�S COPY FOL CITY SFrR�ARY COI,fsYtACiO>E 5. C(111 '�+O. �9�/�' ICATIONS OMRAc»s Itor�au�O co. SPEC AND CITY S:CRRARY CONTRACT DOCUMENTS Cry M-ANAOEP'S OFFICE EF1GIl'fapi�I6 DPJ. , i/Pw-FILE COPY ' SUBDRAIN IMPROVEMENTS .— FOR ---� W DEW DROP LANE CITY 43ECRFTARY CANYON LANDS DRIVE C0NTt1,yC X10. INWOOD ROAD FILE No. SD-91 CONTRACT NO. 2003-18 TPW PROJECT NO. GS93-02093028927 IN r THE CITY OF FORT WORTH,TEXAS Kenneth L. Barr Dale A. Fisseler,P.E. Mayor Director, Water Department Gary W.Jackson Robert D. Goode,P.E. City Manager Director, Transportation and Public Works Department A.Douglas Rademaker,P.E. Director, Department of Engineering April 2003 t t c rfk 4„ Prepared by: *.:...................... STEPHEN R. JAMES Turner Collie&Braden Inc. 63 a4 q:W Engineers •Planners •Project Managers 40FG j Ep �,�t� 1200 Summit Ave., Suite 600 " Fort Worth,Texas 76102 Y City of Fort Worth, Texas "Favor and Council Commu"icatio" DATE REFERENCE NUMBER LOG NAME PAGE 9/23/03 **C-19758 20SUBDRAIN 1 of 2 SUBJECT AWARD OF CONTRACT TO HALL ALBERT CONSTRUCTION COMPANY FOR SUBDRAIN IMPROVEMENTS (2003-18) FOR DEW DROP LANE, CANYON LANDS DRIVE AND INWOOD ROAD RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with Hail vp Albert Construction Company in the amount of $105,937.25 for 90 working days for Subdrain Improvements (2003-18) for Dew Drop Lane, Canyon Lands Drive, and Inwood Road. DISCUSSION: In the FY2002-2003 Contract Major Maintenance Program, various types of techniques are used to extend roadway life and to reduce traffic hazards and public nuisance created by excess seepage water. This.project will provide for subdrain improvements for Dew Drop Lane, Canyon Lands Drive and Inwood Road, which were identified as highest priority from the seepage locations investigated throughout the City. In addition to subdrain improvements, adjacent areas of failed pavement are being replaced in this contract. This project was advertised for bid on May 15 and 22, 2003. On June 19, 2003, the following bids were identified: BIDDERS AMOUNT Hall Albert Construction Company $105,937.25 R-Con, Inc. $118,348.25 Ed A. Wilson, Inc. $119,570.50 E.M. Marine Ltd. d/b/a E.M. Construction $120,229.80 New World Industries, Inc. $183,674.25 Hall Albert Construction Company is in compliance with the City's M/WBE Ordinance by committing to 24% M/WBE participation. The City's goal on this project is 24%. This project is located in COUNCIL DISTRICTS 3, 4 and 6. City of Fort Worth, Texas iVDavor and Council Comm uni'lealflon OP DATE REFERENCE NUMBER LOG NAME PAGE 9/23/03 **C-19758 20SUBDRAIN 2 of 2 SUBJECT AWARD OF CONTRACT TO HALL ALBERT CONSTRUCTION COMPANY FOR SUBDRAIN IMPROVEMENTS (2003-18) FOR DEW DROP LANE, CANYON LANDS DRIVE AND INWOOD ROAD FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are available in the current capital budget, as appropriated, of the Contract Street Maintenance Fund. MO:k s� Submitted for City Manager's FUND ACCOUNT CENTER AMOUNT CITY SECRETARY Office by: (to) Marc Ott 8476 Originating Department Head: Robert Goode 7804 (from) APPROVED 09/23/03 GS93 541200 020930289270 $105,937.25 Additional Information Contact: George Behmanesh 7914 06-04-2003 10:04AM FROM-TURNER COLLIE AND BRADEN INC +817 608 6701 T-698 P.002/004 F-331 June 4,2003 ADDENDUM NO. 1 TO SPECIFICATIONS AND CONTRACT DOCUMENTS FOR SUBDRAIN IMPROVEMENTS FOR DEW DROP LANE CANYON LANDS DRIVE INWOOD ROAD CONTRACT NO.2033-18 CITY OF FORT WORTH,TEXAS BID OPENING}DATE: THURSDAY,JUNE 19,2003 ADDENDUM ISSUE DATE: WEDNESDAY,JUNE 4,2003 The following changes to the Contract Documents should be noted by all prospective bidders: 1. BID PROPOSAL SECTION ADD TRAFFIC CONTROL,LUMP SUM,TO THE SUMMARY ON THIS SHEET. REFERENCE PAGE SP-3 OF THE SPECIAL PROVISIONS,TRAFFIC CONTROL. THIS SHEET REPLACES THE PREVIOUS SUMMARY SHEET. NOTE:IT IS NOT ANTICIPATED THAT EXTENSIVE BARRICADING WILL BE REQUIRED.INWOOD ROAD WILL REQUIRE SOME LANE CLOSURE. SUBDRAIN IMPROVEMENTS GS92-02093028927 (SUMMARY) CANYON LANDS DRIVE 3 DEWDROP LANE S INWOOD ROAD S TRAFFIC CONTROL, LUMP SUM S TOTAL $ Addendum No. 1 (1 of 2) 06-04-2003 10:04AM FROM-TURNER COLLIE AND BRADEN INC +817 688 6701 T-688 P.003/004 F-331 NO OTHER PARTS OF THE PLANS OR CONTRACT DOCUMENTS ARE HEREBY CHANGED. A SIGNED COPY OF THIS ADDENDUM NO, 1 SHOULD BE INCLUDED IN THE SEALED ENVELOPE AT THE TIME OF THE BID SUBMITTAL,FAILURE TO ACKNOWLEDGE THE RECEIPT OF THIS ADDENDUM NO. I COULD CAUSE THE SUBJECT BIDDER TO BE CONSIDERED"NON-RESPONSIVE";RESULTING IN DISQUALIFICATION. TURNER COLLIE&BRADEN INC. 60 Stcphen R.James,P.E. *.- . June 4,2003 A$(N.................�. STEPHEN R.JAMES .... .. ADDENDUM NO. I ACKNOWLEDGEMENT: By: A.Douglas Rademaker,P.E. Title: Director,Dept. of Engineering Address: By. V Telepbone: I yll- Z0,1ali Addendum No. 1 (2 of 2) SPECIFICATIONS AND CONTRACT DOCUMENTS FOR SUBDRAIN IMPROVEMENTS (2003-18) FOR j CANYON LANDS DRIVE DEW DROP LANE AND INWOOD ROAD PROJECT NUMBER GS93-02093028927 IN THE CITY OF FORT WORTH, TEXAS 2003 / 51910 A. DOUGLAS REDEMAKER, P.E. DATE DIRECTOR, DEPARTMENT OF ENGINEERING GEORGE E. BEHMANESH, P.E. DATE ASSISTANT DIRECTOR TRAN PORTA I AND PUBLIC WORKS DEPARTMENT J DOO 6M, P.E. DAfE CAPITAL PROJECT ENGINEER, WATER DEPARTMENT TABLE OF CONTENTS 1. Notice to Bidders 2. Comprehensive Notice to Bidders 3. Special Instructions to Bidders 4. Proposal Dew Drop Lane Canyon Lands Drive Inwood Road p� 5. Vendor Compliance to State Law �i 6. Minority and Women Business Enterprises Specifications 7. Special Provisions 8. Details 9. Certificate of Insurance 10. Contractor Compliance with Worker's Compensation Laws 11. Equipment Schedule 12. Performance Bond 13. Payment Bond 14. Maintenance Bond 15. Contract 16. Storm Water Pollution Prevention Plan 17. General Notes and Plans 1 r r r � NOTICE roBIDDERS i r i i i NOTICE TO BIDDERS Sealed proposals for the following: FOR: SUBDRAIN IMPROVEMENTS FOR: 1. Dew Drop Lane 2. Canyon Lands Drive 3. Inwood Road PROJECT NUMBER: GS93-02093028927 CONTRACT NUMBER: 2003-18 Addressed to Mr. Gary W. Jackson, City Manager of the City of Fort Worth, Texas, will be received at the Purchasing Office until 1:30 p.m. on June. 19 2003 and then publicly opened and read aloud at 2:00 p.m. in the City Council Chambers. Plans,specifications and contract documents for this projected may be obtained at the offices of the Department of Engineering,Municipal Office Building, 1000 Throckmorton Street,Fort Worth,Texas. One set of documents will be provided to prospective bidders for a deposit of Twenty Dollars($20.00). Additional sets may be purchased on a non-refundable basis for Twenty Dollars ($20.00) per set. These documents contain additional information for prospective bidders. A pre-bid conference will be held on June 3, 2003 at 9:00 a.m., in the Department of Transportation and Public Works Conference Room, Room 270, 2nd Floor, City Municipal Building, 1000 Throckmorton Street, Fort Worth, Texas.Bidders are encouraged to review the plans and specifications prior to the pre-bid conference. For additional information concerning this project,please contact Mr. Steve Eubanks, P.E., Project Manager of the City of Fort Worth, Transportation and Public Works Department at 817-871-7857 or Mr. Stephen James, P.E., at 817-698-6700. GARY W.JACKSON GLORIA PEARSON City Manager City Secretary k ADVERTISING DATES: May 15, 2003 May 22, 20003 r r W r 7 NB-1 COMPREHENSIVE NOTICE TO BIDDERS COMPREHENSIVE NOTICE TO BIDDERS Sealed proposals for the following: SUBDRAIN IMPROVEMENTS FOR: DEW DROP LANE CANYON LANDS DRIVE INWOOD ROAD addressed to Mr. Bob Terrell,City Manager of the City of Fort Worth,Texas,will be received at the Purchasing Office until 1:30 p.m. on June 19,2003 and then publicly opened and read aloud at 2:00 p.m. in the City Council Chambers. Plans,specifications and contract documents for this project may be obtained at the offices of the Department of Engineering,Municipal Office Building, 1000 Throckmorton Street,Fort Worth, Texas. One set of documents will be provided to prospective bidders for a deposit of Twenty Dollars($20.00);such deposit will be refunded if the document is returned in good condition within ten(10)days after bids are opened.Additional sets may be purchased on a non-refundable basis for Twenty Dollars($20.00)per set. These documents contain additional information for prospective bidders. All bidders will be required to comply with provision 5159a of"Vernon's Civil Statutes"of the State of Texas with respect to payment-of prevailing wage rates and City Ordinance No. 7400(Fort Worth City Code Sections 13-A-21 through 13-A-29),prohibiting discrimination in employment practices. A pre-bid conference will be held on June 3,2003,at 9:00 a.m.,in the Department of Transportation and Public Works Conference Room,Room 270,2°d Floor,City Municipal Building, 1000 Throckmorton Street, Fort Worth,Texas. Bid security is required in accordance with Paragraph 1 of the Special Instructions to Bidders. The major work on this project shall consist of: 1476 LF 6" Subdrain Pipe 158 SY 6" Concrete Pavement 128 SY 5"Concrete Pavement and all necessary appurtenances and incidental work to provide a complete and serviceable project. Included in the above will be all other miscellaneous items of construction as outlined in the Specifications and Contract Documents. The City reserves the right to reject any and/or all bids and waive any and/or all formalities. Bidders shall not separate,detach or remove any portion,segment,or sheets from the contract documents at any time. Bidders must complete the proposal sections and submit the complete specifications book or face rejection of the bid as non-responsive. AWARD OF CONTRACT: No bid may be withdrawn until the expiration of ninety(90)days from the date bids are opened. The Award of Contract,if made,will be within ninety(90)days after the opening of bids,but in no case will the award be made until all the necessary investigations are made as to the responsibility of the I� bidder to whom it is proposed to award the Contract. PP CNB-1 FP SUBMISSION OF BID(S)AND AWARD OF CONTRACT(S): This document is designed as one contract document. Award of contract,if made,shall be to the responsive low bidder. The Contractor shall comply with the City's M/WBE Ordinance. In accord with City of Fort Worth Ordinance No. 11923,the City of Fort Worth has goals for the participation of Disadvantaged Enterprise in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The bidder shall submit the M/WBE UTILIZATION FORM,PRIME CONTRACTOR WAIVER FORM, and/or the GOOD FAITH EFFORT FORM("Documentation"),as appropriate. The Documentation must be received by the contracting department no later than 5:00 p.m.,five(5)City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the contracting department to whom delivery was made. Such receipt shall be evidence that the Documentation was received by the City. The Contracting Department for this project is the Engineering Department. For additional information concerning this project,please contact Mr. Steve Eubanks,P.E.,Project Manager,at 817-871-7857 or Mr.Stephen James,P.E.at 817- 698-6700. BOB TERRELL CITY MANAGER GLORIA PEARSON CITY SECRETARY Department of Engineering A.Douglas Rademaker,P.E.,Director By: Rick Trice,P.E. Manager,Consultant Services ADVERTISING DATES: May 15,2003 May 22 2003 CNB-2 r SPECIAL INSTRUCTIONS TO BIDDERS (T&PV) SPECIAL INSTRUCTIONS TO BIDDERS 1. BID SECURITY: Cashier's check or an acceptable bidder's bond payable to the City of Fort Worth, in an amount of not less than 5 percent of the largest possible total of the bid submitted must accompany the bid, and is subject to forfeit in the event the successful bidder fails to execute the contract documents within ten days after the contract has been awarded. To be an acceptable surety on the bid bond, the surety must be authorized to do business in the state of Texas. In addition, the surety must (1) hold a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law; or (2) have obtained reinsurance for any liability in excess of$100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law. !' Satisfactory proof of any such reinsurance shall be provided to the City upon request. The City, in its sole discretion, will determine the adequacy of the proof required herein. 2. PROPOSAL:-After proposals have been opened and read aloud, the proposals will be tabulated on the basis of the quoted prices,the quantities shown in the proposal, and the application of such formulas or other methods of bringing items to a common basis as may be established in the Contract Documents. The total obtained by taking the sum of the products of unit prices quoted and the estimated quantities plus any lump sum items and such other quoted amounts as may enter into the cost of the completed project will be considered as the amount of the bid. Until the award of the contract is made by the Owner,the right will be reserved to reject any or all proposals and waive technicalities, to re-advertise for new proposals, or to proceed with the work in any manner as maybe considered for the best interest of the Owner. The quantities of work and materials to be furnished as may be listed in the proposal forms or other parts of the Contract Documents will be considered as approximate only and will be used for the purpose of comparing bids on a uniform basis. Payment will be made to the Contractor for only the actual quantities of work performed or materials furnished in strict accordance with the Contract Documents and Plans. The quantities of work to be performed and materials to be furnished may be increased or decreased as hereinafter provided, without in any way invalidating the unit prices bid or any other requirements of the Contract Documents. 3. ADDENDA: Bidders are responsible for obtaining all addenda to the Contract Documents prior to the bid receipt. Information regarding the status of addenda may be obtained by contacting the Department of Engineering Construction Division at (817) 871-7910. Bids that do not acknowledge all applicable addenda will be rejected as non- responsive. SPECIAL INSTRUCTIONS TO BIDDERS - 1 - 4. AWARD OF CONTRACT: The contract,if awarded, will be awarded to the lowest responsive bidder. The City reserves the right to reject any or all bids and waive any or all irregularities. No bid may be withdrawn until the expiration of forty-nine(49) City business days from the date that the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER 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 00 City. All bonds furnished hereunder shall meet the requirements of Chapter 2253 of the " Texas Government Code, as amended. WP A. If the total contract price is $25,000 or less,payment to the contractor shall be made in one lump sum. Payment shall not be made for a period of 45 calendar days from the date the work has been completed and accepted by the City. r B. If the contract amount is in excess of$25,000, a Payment Bond shall be executed, in the amount of the contract, solely for the protection of all claimants is supplying labor and material in the prosecution of the work. C. If the contract amount is in excess of$100,000, a Performance Bond shall be executed, in the amount of the contract conditioned on the faithful performance of the work in accordance with the plans, specifications, and contract documents. Said bond shall solely be for the protection of the City of Fort Worth. D. All contracts shall require a Maintenance Bond in the amount of one hundred percent(100%) of the original contract amount to guarantee the work for a period of two (2)years after the date of acceptance of the project from defects in workmanship and/or material. To be an acceptable surety on the bid bond, the surety must be authorized to do business in the state of Texas and meet all requirements of Texas Insurance Code, section 7.19-1. In addition, the surety must (1) hold a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law; or (2)have obtained reinsurance for any liability in excess of$100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law. Satisfactory PE proof of any such reinsurance shall be provided to the City upon request. The City, in its i 11 sole discretion,will determine the adequacy of the proof required herein. .0 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 SPECIAL INSTRUCTIONS TO BIDDERS -2- 6. LIQUIDATED DAMAGES: The Contractor's attention is called to Part 1 - General Provisions, Item 8, Paragraph 8.6, Standard Specifications for Street and Storm Drain Construction of the City of Fort Worth, Texas, concerning liquidated damages for late completion of projects. 7. EMPLOYMENT AND NON-DISCRIMINATION: The Contractor shall not PW discriminate against any person(s)because of sex,race, religion, color or national origin and shall comply with the provisions of sections 13A-21 through 13A-29 of the Code of the City of Fort Worth(1986), as amended,prohibiting discrimination in employment practices. 8 WAGE RATES: All bidders will be required to comply with provision 5159a of "Vernons Annotated Civil Statutes" of the State of Texas with respect to the payment of prevailing wage rates as established by the City of Fort Worth, Texas, and set forth in Contract Documents for this project. 9. FINANCIAL STATEMENT: A current certified financial statement may be required by the Department of Engineering Director for use by the CITY OF FORT WORTH in !� determining the successful bidder. This statement, if required, is to be prepared by an independent Public Accountant holding a valid permit issued by an appropriate State Licensing Agency. 10. INSURANCE: Within ten days of receipt of notice of award of contract, the Contractor must provide, along with executed contract documents and appropriate bonds,proof of insurance for Workers Compensation(statutory); Comprehensive General Liability ($1,000,000 per occurrence, $2,000,000 aggregate); and Automobile Insurance ($1,000,000 each accident on a combined single basis or $250,000 property damage/$500,000 bodily injury per person per occurrence. A commercial business policy shall provide coverage on"any auto", defined as autos owned,hired, and non- owned). Additional lines of coverage may be requested. If such a request is made after I TIP 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. fl ADDITIONAL INSURANCE REQUIREMENTS: A. The City, its officers, employees and servants shall be endorsed as an additional insured on Contractor's insurance policies excepting employer's liability insurance coverage under Contractor's workers'compensation insurance policy. B. Certificates of insurance shall be delivered to the City of Fort Worth, contract administrator in the respective department as specified in the bid documents, 1000 Throckmorton Street, Fort Worth, TX 76102, prior to commencement of work on the contracted project. C. Any failure on part of the City to request required insurance documentation shall not constitute a waiver of the insurance requirements specified herein. D. Each insurance policy shall be endorsed to provide the City a minimum thirty days notice of cancellation, non-renewal, and/or material change in policy terms SPECIAL INSTRUCTIONS TO BIDDERS -3- or coverage. A ten days notice shall be acceptable in the event of non-payment of 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 w coverage. H. Workers' compensation insurance policy(s) covering employees employed on the project shall be endorsed with a waiver of subrogation providing rights of recovery in favor of the City. I. City shall not be responsible for the direct payment of insurance premium costs for contractor's insurance. J. Contractor's insurance policies shall each be endorsed to provide that such insurance is primary protection and any self-funded or commercial coverage maintained by City shall not be called upon to contribute to loss recovery. K. In the course of the project, Contractor shall report, in a timely manner,to City's .- officially designated contract administrator any known loss occurrence which could give rise to a liability claim or lawsuit or which could result in a property loss. L. Contractor's liability shall not be limited to the specified amounts of insurance required herein. M. Upon the request of City, Contractor shall provide complete copies of all insurance policies required by these contract documents. 11. NON-RESIDENT BIDDERS: Pursuant to Texas Government Code, art. 2252.002, the City of Fort Worth will not award this contract to a non-resident bidder unless the non- resident's bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a non-resident bidder to obtain a comparable contract in the state in which the non- resident's principal place of business is located. ,�. "Non-resident bidder" means a bidder whose principal place of business is not in this state,but excludes a contractor whose ultimate parent company of majority owner has its principal place of business in this state. SPECIAL INSTRUCTIONS TO BIDDERS -4- "Texas resident bidder" means a bidder whose principal place of business is in this state, and includes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. This provision does not apply if the project is funded in whole or in part with federal funds. The appropriate blanks of the Proposal must be filled out by all non-resident bidders in order for its bid to meet specifications. The failure of a non-resident contractor to do so will automatically disqualify that bidder. 12. MINORITY/WOMEN BUSINESS ENTERPRISE: In accordance with City of Fort Worth Ordinance No. 11923, as amended by Ordinance No. 13471,the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. You may obtain a copy of the Ordinance from the Office of the City Secretary. 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 Engineering ("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 "0" or "no participation" in the spaces provided, and provide SPECIAL INSTRUCTIONS TO BIDDERS -5- 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, 3rd floor- City Hall. For additional information regarding compliance to the M/WBE Ordinance, call (817) 871-6104. Upon request, Contractor agrees to-provide to Owner Complete and accurate information regarding actual work performed by a Minority/Women Business Enterprise(M/WBE) on the contract and payment therefore. Contractor further agrees to permit an audit and/or examination of any books,records or files in its possession that will substantiate the actual work performed by an M/WBE. The misrepresentation of facts (other than a negligent misrepresentation)and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal, state or local laws or ordinances relating to false statements; further, any such misrepresentation(other than a negligent misrepresentation) and/or commission of fraud SPECIAL INSTRUCTIONS TO BIDDERS -6- will result on the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three years. 13. AMBIGUITY: In case of ambiguity or lack of clearness in stating process in the proposal,the City reserves the right to adopt the most advantageous construction thereof or to reject the proposal. 14. PROGRESS PAYMENTS, FINAL PAYMENT, PROJECT ACCEPTANCE AND WARRANTY: a. The contractor will receive full payment(less 5%retainage) from the city for each pay period. b. Payment of the retainage will be included with the final payment after acceptance of the project as being complete. C. The project shall be deemed complete and accepted by the City as of the date the final punch list has been completed, as evidenced by a written statement signed by the contractor and the City. d. The warranty period shall begin as of the date that the final punch list has been completed. e. Bills Paid Affidavit and Consent of Surety shall be required prior to final payment becoming due and payable. f. In the event that the Bills Paid Affidavit and Consent of Surety have been delivered to the city and there is a dispute regarding (i) final quantities, or(ii) liquidated damages, city shall make a progress payment in the amount that city deems due and payable. g. In the event of a dispute regarding either final quantities or liquidated damages, the parties shall attempt to resolve the differences within 30 calendar days. 15. OZONE ALERT DAYS: The Contractor shall be required to observe the following guidelines relating to working on City construction sites on days designated as "OZONE ALERT DAYS". Typically,the Ozone Alert season.within the Metroplex area runs from May through September, with 6:00 a.m. - 10:00 a.m. being critical ozone forming periods each day. The Texas Commission on Environmental Quality(TCEQ), in coordination with the National Weather Service, will issue the Ozone Alert by 3:00 p.m. on the afternoon prior to the alert day. On designated Ozone Alert Days,the Contractor shall bear the responsibility of being aware that such days have been designated Ozone Alert Days and as such shall not begin work until 10:00 am. whenever construction phasing requires substantial use of motorized equipment. However,the Contractor may begin work earlier if such work minimizes the use of motorized equipment prior to 10:00 a.m. If the Contractor is unable to perform continuous work for a period of at least seven hours between the hours of 7:00 a.m. - 6:00 p.m., on a designated Ozone Alert Day,that day SPECIAL INSTRUCTIONS TO BIDDERS -7- r will be considered as a weather day and added onto the allowable weather days of a given month. 16. WORKERS COMPENSATION INSURANCE COVERAGE: Contractors compliance with Workers Compensation shall be as follows: A. Definitions: Certificate of coverage ("certificate")-A copy of a certificate of insurance, a certificate of authority to self-insure issued by the commission, or a coverage agreement(TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity employees providing services on a project, for the duration of the project. Duration of the project- includes the time from the beginning of the work on the project until the contractor's/person's work on the project has been completed and accepted by the governmental entity. Persons providing services on the project("subcontractor" in 406.096) - includes all persons or entities performing all or part of the services the contractor has undertaken 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 foodibeverage 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 �j of the contractor providing services on the project, for the duration of the project. C. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. D. If the coverage period shown on the contractor's current certificate of coverage ends g 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 SPECIAL INSTRUCTIONS TO BIDDERS -8- (2) no later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. E. The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. G. The contractor shall notify the governmental entity in writing by certified mail or personal delivery, within ten days after the contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project. H. The contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Workers' Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. I. The contractor shall contractually require each person with whom it contracts to provide services on a project,to: (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 71 the contractor: (a) a certificate of coverage,prior to the other person or entity beginning work on the project; and -MMEM (b) a new certificate of coverage showing extension of coverage,prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter. (6) notify the governmental entity in writing by certified mail or personal delivery, within ten days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and SPECIAL INSTRUCTIONS TO BIDDERS -9- (7) contractually require each person with whom it contracts,to perform as required by paragraphs (1) -(7), with the certificates of coverage to be provided to the person for whom they are providing services. J. By signing this contract or providing or causing to be provided a certificate of coverage,the contractor is representing to the governmental entity that all employees of the contractor who will provide services on the project will be covered by workers' compensation coverage for the duration of the project,that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self- insured,with the commission's Division of Self-Insurance Regulation. Providing false of misleading information may subject the contractor to administrative penalties, criminal penalties, civil penalties or other civil actions. K. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor which entitles the City to declare the contract void if the contractor does not remedy the breach within ten days after receipt of notice of breach from the City. "The contractor shall post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Workers' Compensation Act or other Texas Workers' Compensation commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text, without any additional words or changes: REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related - to this construction project must be covered by workers' compensation insurance. This includes persons providing,hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project,regardless of ps 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." PM 17. AGE DISCRIMINATION: In accordance with the policy("Policy") of the Executive Branch of the federal government, contractor covenants that neither it nor any officers, members, agents or employees who engage in the performance of this contract shall, in connection with such employment,advancement or discharge of employees or in connection with the terms,conditions or privileges of their employment,discriminate against any person because of their age except on the basis of a bona fide occupational qualification,retirement plan or statutory requirement. SPECIAL INSTRUCTIONS TO BIDDERS -10- Contractor further covenants that neither it nor its officers,members, agents or employees acting on their behalf, shall specify in solicitations or advertisements for employees to work on those contract a maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification, retirement plan or statutory requirement. Contractor warrants that it will fully comply with the Policy and will defend, indemnify and hold City harmless against any and all claims or allegations filed by third parties against City arising out of Contractor's alleged failure to comply with the Policy in the performance of this contract. 18. DISCRIMINATION DUE TO DISABILITY: In accordance with the provisions of the Americans with Disabilities Act of 1990 ("ADA"), Contractor warrants that it will not unlawfully discriminate on the basis of disability in the provision of services to the general public,nor in the availability, terms or conditions of employment for applicants for employment with, or current employees of, Contractor. Contractor warrants that it will fully comply with the ADA's provisions and any other applicable federal, state, or local laws concerning disability and will defend, indemnify and hold City harmless against any and all claims or allegations filed by third parties against City arising out of Contractor's alleged failure to comply with the ADA in the performance of this contract. END OF SECTION SPECIAL INSTRUCTIONS TO BIDDERS -H- BID PROPOSAL PW PROPOSAL (This proposal must not be removed from this book of Contract Documents). TO: Gary W. Jackson City Manager City of Fort Worth, Texas PROPOSAL FOR: The furnishing of all materials, except materials specified to be furnished by the City, __ equipment and labor FOR: SUBDRAIN IMPROVEMENTS FOR: 1. CANYON LANDS DRIVE 2. DEWDROP LANE 3. INWOOD ROAD PROJECT NUMBER: GS93-02093028927 CONTRACT NUMBER: 2003-18 FILE NUMBER: SD-91 Pursuant to the foregoing "Notice to Bidders,"the undersigned has thoroughly examined the plans, specifications and the site, understand the amount of work to be done,and the prevailing conditions, hereby proposes to do all the work,furnish all labor, equipment and materials necessary to fully complete the work as provided in the plans and specifications, and subject to the inspection and approval of the Director,Department of Engineering of the City of Fort Worth, Texas. The Contractor must be pre- qualified in accordance with the Transportation and Public Worksd Department of the City of Fort Worth u requirements. Upon acceptance of this Proposal by the City Council,the bidder is bound to execute a contract and furnish an approved Performance Bond,Payment Bond,Maintenance Bond, and such other bonds, if any, as may be required for the performing and completing of the said work within the time stated and for the following sums,to wit: r (Furnish and install, install all appurtenant work, complete in place,the following items.) 'r r P-1 FE Subdrain Improvements GS93-02093028927 (Canyon Lands Drive) Item Approximate Description of Item With Unit Amount No. Quantity Bid Price Written In Words Price Bid 1A 1 EA Procct Designatio Sign @ " M11 I Dollars ed a` and /11�, Cents $6pqo^ $ EA r2A 158 SY 6 Inch Reinforced Concrete Pavement With 6 Inc 2:27 Concrete Base @ 0-4^ -Dollars �J � �o and &0 Cents $ [.. $ Per Square Yard r3A 166 SY Remove and Dispose of Existing Concrete Driveway, Sidewalk, Leadwalk, Concrete Pavement, Wheelchair Ramp and Attached Curb and Gu Including Saw Cutting. @ Dollars !/G and /hv Cents $ $ rPer Square Yard 4A 1 EA Connect 6" PVC Subdrain to Existing Storm r Drai ILT @ ±7Dollars and Aw Cents $ rPer Each 5A 349 LF 6" PVC ubdrai yvith Gravel and Filter Fabric @CDollars °a 2 SG and ,4Cents $ Per Linear Foot 6A 1 EA 6" PVC Subdrjinleainout with Riser and Cap Dollarsp 0 F and //i.► Cents $ Lyl Per Each 7A 2 EA Reroute Existing Drain from Curb Penetration to Connection with Proposed Subdrain including cleano t, cap and tee at subdrain. @ Dollars p u4 and X" Cents $ �` $ Per Each 8A 8 CY TopsAl @ Z Dollars and 0-6 . Cents $ $ 3 rPer Cubic Yard �= P-2 Subdrain Improvements GS93-02093028927 (Canyon Lands Drive) Item Approximate Description of Item With Unit Amount No. Quantity Bid Price Written In Words Price Bid i 9A 70 SY Sod _ @ Dollars and Cents $ ,S $ �'0 Per Square Yard 10A 103 LF Short liore @294 �oV,� Dollars acrd /k-► Cents $ o� $ /S�2 as Per Linear Foot 11A 8 SY 6-Inch Thick Reinforced Concrete Private Driv ay Pavement @ 0-1,19- Dollars pa d and & Cents Per Square Yard �i 12A 87 LF 6-Inc Concrete Curb @ Dollars �/ and Cents $ 3 ! $ �$ Per Linear Foot 13A 329 LF Silicone Joint Sealer @ crr,✓L Dollars and .t n Cents $ 1 $ !� Per Linear Foot 14A 3 EA Mai o., ote io'or�,Restoration Dollars cc " and /h1, Cents $ 10-- $ Per Each 15A 1 LS Utility Adjustment @ n6yS'^/) Dollars and /I411b Cents $ 1,000.00 $ 1,000.00 Lump Sum Zs Subtotal Canyon Lands Drive $ 14q/ `4 P-3 Subdrain Improvements GS93-02093028927 (Dew Drop Lane) Item Approximate Description of Item With Unit Amount No. Quantity Bid Price Written In Words Price Bid 1 B 1 EA Pr . t=%ZA n ign @75, Dollars .o � and /h,d Cents $ O` $ EA 2B 139 SY Remove and Dispose of Existing Concrete Driveway, Sidewalk, Leadwalk, Concrete Pavement and Wheelchair Ramp I uding Saw Cutting @ Dollars as �//-�•` and Au Cents $ ® Per Square Yard 3B 2 EA Connect 6"' PVC_Su c rain to Existing Storm Drain Inlet '' @ O+t' �JJ Dollars and A* Cents $ Per Each 4B 96 SF 4-Inch Reinforced Concrete Sidewalk, Leadwalk or 6" DR6�o ay Pavement @ t &'V, Dollars e• r and Cents $ Z� ^ $ Z O& Per Square Feet 5B 880 LF 6" PMbdrai ith Gravel and Filter Fabric @ L Dollars and /hb Cents 2 ��-- Per Linear Foot $ �i $ 3 6B 4 EA 6@" P_,VC Sybdr i i Clganout with Riser and Cap � Dollars Or a and dhv Cents $ D`— $ �— Per Each 7B 2 EA Reroute Exist. Drain from Curb Penetration to Connection with Proposed Subdrain including cleanout, cap and tee at subdrain. m @1e, ,•, �V �2UO � Dollars G d and 0f LIP• Cents $ $ + Per Each P-1 Subdrain Improvements GS93-02093028927 (Dew Drop Lane) Item Approximate Description of Item With Unit Amount No. Quantity Bid Price Written In Words Price Bid 8B 128 SY Perrrpnent Pavement Repair Per Fig. 2000-2 @ Dollars c= and fiz.0 Cents $ —71 $ 1 Q Per Square Yard 9B 14 CY Tops @ Dollars and A-0Cents $ / $ Z3 3 '} Per Cubic Yard 10B 127 SY Sod @ V ICZ, Dollarsd6 and A* Cents $ .5 $ (a 3: Per Square Yard 11B 10 LF Sho ore @ Dollars °` and A10 Cents $ $ 7/0^ Per Linear Feet 12B 3 EA Ma' oxProte tion or Restoration @ �/( Dollars d �` and Cents Per Each 13B 1 LS Utility Adjustment @ Dollars and Cents $ 1,250.00 $ 1,250.00 Lump Sum 14B 1 EA Plant at 5100 D drop L ne Protect or Restore @ d Dollars M' and /),p _ Cents $ 3 $ Per Each In c/o� Subtotal Dewdrop Lane $ r P-2 Subdrain Improvements GS93-02093028927 (Inwood Road) Item Approximate Description of Item With Unit Amount No. Quantity Bid Price Written In Words Price Bid 1C 1 EA Pro' ct D siti n sign d.,,J �F- Dollars a y // $ 6 and /I'� Cents $ Cao EA 2C 1 EA Con ect 6' ubd in tQ Existing Channel /I� Dollars ate, and Ao Cents $ Per Each 3C 110 LF 6"P Subdraii with Gravel and Filter Fabric Dollars 3 � � and A� Cents $6$ i Per Linear Foot r 4C 1 EA T' PVC Subdrain Cleanout with Riser and Cap /44+-A Dollars � _� and /k^. Cents $� L/o`� $ ` a Per Each 5C 2 EA Reroute Exist. Drain from Curb Penetration to Connection with Proposed Subdrain innclu�ing clano t,cap and tee at subdrain. ft 'v�3 Dollars -sem, dc and /1i„ Cents $^ 9A $ Per Each 6C 19 LF Permanent Pavement Repair Per Fig. 2000-1 Dollars d andV 17 Aw Cents $ Sa $ (?S Per Linear Foot 7C 4 CY Top Im Dollars / " and /I�.�, Cents $ 17 $ _ Per Cubic Yard 8C 29 SY Sod a �.G�„�. Dollars and !ham Cents $ J $ Per Square Yard P-1 � a Mrs ubdrain Improvements GS93-02093028927 (Inwood Road) Item Approximate Description of Item With Unit Amount No. Quantity Bid Price Written In Words Price Bid 9C 24 LF Sho re &A-.A— Dollars and l Cents $�_$ 1, Q Per Linear Foot 10C 27 SY Remo Existing Asphalt Pavement @ Dollars b O and /k.10 Cents $ $ O Per Square Yard 11C 8 LF Remoye Existing Concrete Curb and Gutter gMoll @ Dollars 'ZS and Cents $ $_3 Per Linear Foot 12C 9 LF Concr Curb and,Gutter Dollars 22 ems-. and Dh.. Cents $ J S $ 31S _ Per Linear Foot 13C 2 SY Remove and Dispose of Existing Concrete Driveway, Sidewalk, Leadwalk,Concrete Pavement, Wheelchair Ramp and Attached Curb and Gutter Includes Saw Cutting. @ J*1,c.9_ Dollars 2 p6 and Zm Cents $ J $ Per Square Yard 14C 1 LS Utility Adjustment @ Dollars and Cents $ 250.00 $ 250.00 Lump Sum Subtotal Inwood Road $ ` 3 Pff WE P-2 06-04=2003 10:04AM FROM-TURNER COLLIE AND BRADEN INC t81T 608 6701 T-698 P-002/004 F-331 June 4,2003 ADDENDUM NO. 1 TO SPECIFICATIONS AND CONTRACT DOCUMENTS FOR SUBDRAIN IMPROVEMENTS FOR DEW DROP LANE CANYON LANDS DRIVE INWOOD ROAD CONTRACT NO.2033-18 CITY OF FORT WORTH,TEXAS BID OPENING DATE: THURSDAY,JUNE 19,2003 ADDENDUM ISSUE DATE: WEDNESDAY,JUNE 4,2003 The following changes to the ConAact Documents should be noted by all prospective bidders: 1. BID PROPOSAL SECTION ADD TRAFFIC CONTROL,LUMP SUM,TO THE SUMMARY ON THIS SHEET. REFERENCE PAGE SP-3 OF THE SPECIAL PROVISIONS,TRAFFIC CONTROL. THIS SHEET REPLACES THE PREVIOUS SUMMARY SHEET. NOTE:IT IS NOT ANTICIPATED THAT EXTENSIVE BARRICADING WILL BE REQUIRED.INWOOD ROAD WILL REQUIRE SOME LANE CLOSURE. SUBDRAIN IMPROVEMENTS GS92-02093028927 (SUMMARY) _o CANYON LANDS DRIVE $-'Y� DEWDROP LANE $ - INWOOD ROAD $ d/ 3 TRAFFIC CONTROL, LUMP SUM $ TOTAL $ Addendum No. 1 (1 of 2) PROPOSAL (Continued) 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 percent 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 Transportation and Public Works Department Projects, including latest revisions,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. law 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 JF to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278 as amended by City Ordinance No. 7400. The Bidder agrees to begin construction within ten (10) calendar days after issue of the work order, and to complete the contract within ninety (90) 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, J" are required to be percent lower than resident bidders by state law. A Nonresident bidders in the State of , our principal place of business, are not required to underbid resident bidders. .x� B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. P-9 Receipt is acknowledged of the following addenda: Addendum No. I Addendum No. 2 Addendum No. 3 Respectfully miffed, 40 By: Title 2.O I Al-(, 2q A- �1L E Ix �G t o Address iz S/7- (?.,Ll— Telephone (SEAL) If Bidder is Corporation Date: now P-10 VENDOR COMPLIANCE TO STATE LAW r r r r VENDOR COMPLIANCE TO STATE LAW The 1985 session of the Texas Legislature passed House Bill 620 relative to the award of the contracts to non-resident bidders. This law provides that, in order to be awarded a contract as low bidder, non- resident(out of state contractors whose corporate offices or principal place of business are outside the state of Texas)bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be .r required to underbid a non-resident bidder in order to obtain a comparable contract in the state in which the non-resident's principal place of business is located. The appropriate blanks in Section A must be filled out by all out-of-state or non-resident bidders in order for your bid to meet specifications. The _W failure of out-of-state or non-resident contractors to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. 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 statute is attached. Nonresident bidders in the State of ,our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. BIDDER: Com an : By: 1 Y(Leto STEA&VSon/ (please print) Title: VI Cc („lease print) Address: ZO 2q St r+ t T �.1 az7'bj , l _26166 Telephone: 2, 3 This form must be returned with your quotation. r r r FORT WORTH MIW sE POLICY r r r r r r r r r r a City of Fort Worth Minority and Women Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS rAPPLICATION OF POLICY If the total dollar value of the contract is $25,000 or more, the M/WBE goal is applicable. If the total dollar value of the contract is less than$25,000,the M1WBE goal is not applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority/Women Business Enterprises (MNVBE) in the procurement of all.goods and services to the City on a contractual basis. The objective of the Policy is to increase the use of MNVBE firms to a level comparable to the availability of MNVBEs that provide goods and services directly or indirectly to the City. All requirements and regulations stated in the City's current Minority and Women Business Enterprise Ordinance apply to this bid. M/WBE PROJECT GOALS The City's MBENVBE goal on this project is 24 %of the base bid value of the contract. COMPLIANCE TO BID SPECIFICATIONS On City contracts of$25,000 or more, bidders are required to comply with the intent of the City's M/WBE Ordinance by either of the following: 1. Meet or exceed the above stated MNVBE goal, or; 2. Good Faith Effort documentation, or; 3. Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. r1. MNVBE Utilization Form, if goal received by 5:00 p.m.,five (5)City business days after the is met or exceeded: bid opening date, exclusive of the bid opening date. 2. Good Faith Effort Form and M/WBEreceived by 5:00 p.m.,five (5) City business days after the Utilization Form, if participation is bid opening date, exclusive of the bid opening date. less than stated goal: 3. Good Faith Effort Form if no received by 5:00 p.m.,five (5)City business days after the participation: bid opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form: received by 5:00 p.m.,five(5) City business days after the bid opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S MfWBE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS. Any questions, please contact the M/WBE Office at(817)871-6104. r rRev.06119100 ATTACHMENT 1A Page 1 of 2 city of Fort Worth Minority and Women Business Enterprise Specifications MBE/WBE UTILIZATION y`Au.-_ �OnbfRwttar 6:YgA4NY & - PRIME COMPANY NAME BID DATE �u .�n.�P2ouQMC.+11 Q w�P,c/� C 11iw�1-�rv��, OJECT NAME PROJECT NUMBER +TN V,1oo/J CITY'S M/WBE PROJECT GOAL: 2Ll5p M/WBE PERCENTAGE ACHIEVED: J-ilure to complete this form, in its entirety with supporting documentation, and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid Ing considered non-responsive to bid specifications. The undersigned bidder agrees to enter into a formal agreement with the MBE and/or WBE firms for work listed in this 7hedui le, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing srepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non-responsive to specifications. Company Name,Contact Name, Certified Specify All Contracting Specify All Items to be Dollar Amount Address,and Telephone No. _ Scope of Work(`) Supplied(') tai ' —' 00 ) d V a ? N ~ 2 ~_ 3.5 • o ► 614110 �-Si-otil� 21 21 v CoNsfri',uc,P&,v 6,0 �O(ice P,.g YR.lc. �-d, ✓ PAUL- OFA 11000 TA M/WBEs must be located in the 9(nine)county marketplace or currently doing business in the marketplace at the time of bid. ( Specify all areas in which MWBE's are to be utilized and/or items to be supplied: ( , A complete listing of items to be supplied is required in order to receive credit toward the MI BE goal. ( Identify each Tier level. Tier:Means the level of subcontracting below the prime contractor/consultant,i.e.,a direct payment from the prime contractor to a subcontractor is considered 1."tier,a payment by a subcontractor to its supplier is considered 2nd tier. THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID OPENING, EXCLUSIVE OF THE BID OPENING DATE Rev.6/2/98 Pages 1 and 2 of Attachment 1A must be received by the Managing Department ATTACHMENT 1A Page 2 of 2 a. City of Fort Worth Minority and Women Business Enterprise Specifications MBE/WBE UTILIZATION Company Name,Contact Name, Certified Specify All Contracting Specify All Items to be Dollar Amount` "PAddress,and Telephone No. a Scope of Work(`) Supplied(') O C.._ Z _ The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding aal work performed by all subcontractors, including MBE(s) and/or WBE(s) arrangements submitted with this bid. T ? bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed by the MBE(s) and/or WBE(s) on this contract, by an authorized officer or e_ loyee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the cj act or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, S ate or Local laws concerning false statements. Any failure to comply with this ordinance and creates a material breach of contract ma f result in a determination of an irresponsible offeror and barred from participating in City work fra period of time n ess han one (1) year. AL BE and WBEs MUST BE CERTIFIED B�j THE CITY BEFORE CONTRACT AWARD AuthorizedSi ature Printed Signature V,-- 7e,A_ Contact Name and Title (if different) a�, " 011 — o2 y3� I Company Name Telephone Number(s) 7 2,o I ive- 2,0- St t I I - fo b Audress Fax Number r.. -- G - 2,7-2,Ua3 y/State/Zip Code Date THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE(5)CITY BUSINESS DAYS AFTER BID OPENING, EXCLUSIVE OF-THE BID OPENING DATE ' Rev.6/2/98 Pages 1 and 2 of Attachment 1A must be received by the Managing Department MIWBE REQUIRED DOCUMENTATION RECEIPT Transportation & Public Works Official Date: G1 I d 7rL01 Official Time: Bid Date: �/ J Project Name: ( P11 c�QC .� �an Lands Project Manager. Q Forms Submitted By Name: Company: P Received By: Mo Loa 0 POF SPECIAL PROVISIONS r SPECIAL PROVISIONS (TRANSPORTATION&PUBLIC WORKS DEPARTMENT) FOR: SUBDRAIN IMPROVEMENTS FOR: 1. Dew Drop Lane 2. Canyon Lands Drive 3. Inwood Road h PROJECT NUMBERS: CONTRACT NO: 2003-18 FILE NO: SD-91 TPW: GS93-02093028927 1. SCOPE OF WORK: This project consists of complete reconstruction of 6" subdrain and replacement of 6" concrete pavement with all appropriate repair and adjustment at related items. 2. AWARDING OF CONTRACT: Contract may not necessarily be awarded to the lowest bidder. The City Engineer shall evaluate and recommend to the City Council the best bid which is considered to be the best investment to the City. 3. WORK ORDER ISSUANCE: All utilities and right-of-way easements are expected to be clear and/or permits obtained on this project within sixty (60) days of advertisement of this project. The work order for subject project will not be issued until all utilities, rights-of-ways, easements �^ and/or permits are cleared or obtained. The Contractor shall not hold the City of Fort Worth responsible for any delay in issuing the work order for this Contract. 4. WORKING DAYS: The Contractor agrees to complete the Contract within the allotted number of calendar days. If the Contractor fails to complete the work within the number of calendar days specified, liquidated damages shall be charged,as outlined in Part 1, Item 8,Paragraph 8.6, of the "General Provisions" of the Standard Specification for Construction of the City of Fort Worth, Texas. 5. INCREASE OR DECREASE IN QUANTITIES: The quantities shown in the proposal are approximate. It is the Contractor's sole responsibility to verify all the minor pay item quantities prior to submitting a bid. When the quantity of the work to be done or materials to be furnished under any major pay item of the contract is more than 125%of the quantity stated in the contract,whether stated by Owner or by Contractor, then either party to the contract, upon demand, shall be entitled to negotiate for revised consideration on the portion of work above 125%of the quantity stated in the contract. When the quantity of the work to be done or materials to be furnished under any major pay item of the contract is less than 75% of the quantity stated in the contract, whether stated by Owner or by Contractor, then either party to the contract, upon demand, shall be entitled to negotiate for revised consideration on the portion of work below 75% of the quantity stated in the contract. SP-1 I This paragraph shall not apply in the event Owner deletes a pay item in its entirety from this contract. A major pay item is defined as any individual bid item in the proposal that has a total cost equal to or greater than 5 percent of the original contract. A minor pay item is defined as any individual bid item included in the proposal that has a total cost less than 5 percent of the original contract. In the event Owner and Contractor are unable to agree on a negotiated price, Owner and Contractor agree that the consideration will be the actual field cost of the work plus 15% as described herein below, agreed upon in writing by the Contractor and Department of Engineering and approved by the City Council after said work is completed, subject to all other conditions of the contract. As used herein, field cost of the work will include the cost of all workmen, foremen, time keepers, mechanics and laborers; all materials, supplies, trucks, equipment rental for such time as actually used on such work only, plus all power, fuel, lubricants, water and similar operating expenses; and a ratable portion of premiums on performance and payment bonds, public liability, Workers Compensation and all other insurance required by law or by ordinance. The Director of the Department of Engineering will direct the form in which the accounts of actual field cost will be kept and will recommend in writing the method of doing the work and the type and kind of equipment to be used, but such work will be performed by the Contractor as an independent Contractor and not as an agent or employee of the City. The 15% of the actual field costs to be paid to the Contractor shall cover and compensate him for profit, overhead, general supervision and field office expense, and all other elements of costs and expense not embraced within the actual field cost as herein specified. Upon request, the Contractor shall provide the Director of the Department of Engineering access to all accounts, bills and vouchers relating thereto. 6. RIGHT TO ABANDON: The City reserves the right to abandon, without obligation to the Contractor, any part of the project, or the entire project,at any time before the Contractor begins IP any construction work authorized by the City. 7. CONSTRUCTION SPECIFICATIONS: This contract and project are governed by the following published specifications,except as modified by these Special Provisions: V STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY OF FORT WORTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH CENTRAL TEXAS A copy of either of these specifications may be purchased at the office of the Department of Engineering, 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth, Texas 76102. The specifications applicable to each pay item 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. SP-2 8. CONTRACT DOCUMENTS: Bidders shall not separate, detach or remove any portion, segment r or sheets from the contract documents at any time. Failure to bid or fully execute contract without retaining contract documents intact may be grounds for designating bids as "non- responsive" and rejecting bids or voiding contract as appropriate and as determined by the Director of the Department of Engineering. 9. MAINTENANCE STATEMENT: The Contractor shall be responsible for defects in this project PS due to faulty materials and workmanship, or both, for a period of one(1) year from the date of final acceptance of this project by the City Council of the City of Fort Worth and will be required to replace at his expense any part or all of the project which becomes defective due to these causes. 10. CONSTRUCTION STAKING: Construction stakes for line and grade will be provided by the City as outlined on P-17, Standard Specifications for Construction,City of Fort Worth. 11. TRAFFIC CONTROL: The Contractor shall be responsible for providing traffic control during the construction of this project consistent with the provisions set forth in the "1980 Texas VP 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, 19,30 and 31. The Contractor will not remove any regulatory sign, instructional sign, street name sign, or other sign which has been ereceted 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 871-8075), to remove the sign. In the case of regulatory. signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above referenced manual and such temporary sign must be installed prior to the removal of the permanent sign. If the temporary sign is not installed correctly, or if it does not meet the required specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent sign can be re-installed,the Contractor shall again contact the Signs and Markings Division to re-install the permanent sign and shall leave his temporary sign in place until such re-installation is complete. 12. DELAYS: The Contractor shall receive no compensation for delays or hindrances to the work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information 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. r When such extra compensation is claimed, a written statement thereof shall be presented by the Contractor to the Engineer and if by him found correct shall be approved and referred by him to Council for final approval or disapproval; and the action thereon by the council shall be final and r binding. If delay is caused by specific orders given by the Engineer to stop work, or by the performance of extra work, or by the failure of the City to provide material or necessary extension of time, his application for which shall, however, be subjected to the approval of the City Council; and no extension of time shall release the Contractor or the surety on his performance bond from all his obligations hereunder which shall remain in full force until the discharge of the contract. r SP-3 7 r 13. 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. r f Barricades, warning and detour signs shall conform to the Standard Specifications "Barricades and Warning and/or Detour Signs", Item 524,and/or shown on the plans. Construction signing and barricades shall conform with "1980 Texas Manual on Uniform Traffic Control Devices,Vol.No. I". During the construction of this project, it is required that all parkways be excavated and shaped at the same time the roadway is excavated. Excess excavation will be disposed of at locations approved by the Engineer. 14. DISPOSAL OF SPOIL/FILL MATERIAL: Prior to the disposing of any spoil/fill material, the contractor shall advise the Director of the Department of Engineering acting as the City of Fort Worth's Flood Plain Administrator ("Administrator"), of the location of all sites where the contractor intends to dispose of such material. Contractor shall not dispose of such material until the proposed sites have been determined by the Administrator to meet the requirements of the Flood Plain Ordinance of the City of Fort Worth (Ordinance No. 10056). All disposal sites must be approved by the Administrator to ensure the filling is not occurring within a flood plain r without a permit. A flood plain permit can be issued upon approval of necessary engineering studies. No fill permit is required if disposal sites are not in a flood plain. Approval of the contractor's disposal sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain Fill Permit authorizing fill within the flood plain. Any expenses associated with obtaining the fill permit, including any necessary engineering studies, shall be at contractor's expense. In the event that the contractor disposes of spoil/fill material at a site without a fill permit or a letter from the administrator approving the disposal site, upon notification by the Director of Engineering. Contractor shall remove the spoil/fill material at its expense and dispose of such materials in accordance with the Ordinance of the City and this section. 15. ZONING REQUIREMENTS: During the construction of this project, the Contractor shall comply with present zoning requirements of the City of Fort Worth in the use of vacant property r for storage purposes. All objectionable matter required to be removed within the right-of-way and not particularly P" described under these specifications shall be covered by Item No. 102, "Clearing and Grubbing" and shall be subsidiary to the items of the contract.. Final cleanup work shall be done for this project as soon as the paving and curb and gutter have been constructed. No more than seven days shall elapse after completion of construction before the roadway and right-of-way is cleaned up to the satisfaction of the Engineer. r I r SP-4 11� 1 f 16. QUALITY CONTROL TESTING: (a) The contractor shall furnish, at its own expanse, certifications by a private laboratory for all materials 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 certification for all manufactured items to be used in the project and will bear any expense related thereto. (b) Tests of the design concrete mix shall be made by the contractor's laboratory at least nine days prior to the placing of concrete using the same aggregate, cement, and mortar which are to be used later in the concrete. The contractor shall provide a certified copy of the test results to the City. (c) Quality control testing of in-place 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 test of materials shall in no way relieve the contractor of its responsibility to furnish materials and equipment conforming to the requirements of the contract. (d) Not less than 24 hours notice shall be provided to the City by the contractor for operations requiring testing. The contractor shall provide access and trench safety system (if required) for the site to be tested, and any work effort involved is deemed to be included in the unit price for the item being tested. r (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. 17. PROPERTY ACCESS: Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer. 18. CONSTRUCTION SCHEDULE: It shall be the responsibility of the Contractor to furnish the Construction Engineer,prior to construction,a schedule outlining the anticipated time each phase of construction will begin and be completed, including sufficient time being allowed for cleanup. 19. 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, pile drivers, hoisting equipment or similar apparatus. The warning sign shall read as follows: "WARNING-UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES" SP-5 rP (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 backhoes or dippers, and insulator links on the lift hood connections. PW (c) When necessary to work within six feet of high voltage electric ctric lines, notification shall be given to power company (TU Electric Service Co.) 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 such calls to TU Electric Service.Company, and shall record action taken in each case. (d) The Contractor is required to make arrangements with the TU Electric Service Company for the temporary relocation or raising of high voltage lines at the Contractor's sole cost and expense. (e) No person shall work within six feet of a high voltage line without protection having been taken as outlined in Paragraph(c). 20. 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. 21. RIGHT TO AUDIT: (a) Contractor agrees that the City shall, until the expiration of three (3) years after of final payment under this contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of the Contractor involving transactions relating to this contract. Contractor agrees that the City shall have access during normal working hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this section. The City shall give reasonable advance notice of intended audits. (b) Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payments 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 as follows: SP-6 4, 1. 50 copies and under- 10 cents per page. 2. More than 50 copies - 85 cents for the first page plus fifteen cents for each page thereafter. (d) 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 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 conduct audits in compliance with the provisions of this section. The City shall give reasonable advance notice of intended audits. (e) Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payments under the subcontract, have access to and the right to examine 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 appropriate work space, in order to conduct audits in compliance with the provisions of this article. City shall give subcontractor reasonable advance notice of intended audits CONSTRUCTION NON-PAY ITEM NO. 1 -CLEARING AND GRUBBING: All objectionable items within the limits of this project and not otherwise provided for shall be removed under this item in accordance with Standard Specification Item 102, "Clearing and Grubbing". However, no direct payment will be made for this item and it shall be considered incidental to this contract. NON-PAY ITEM NO.2-SPRINKLING FOR DUST CONTROL: All applicable provisions of Standard Specification Item 200, "Sprinkling for Dust Control" shall apply. However, no direct payment will be made for this item and it shall be considered incidental to this contract. NON-PAY ITEM NO.3 -PROTECTION OF TREES,PLANTS AND SOIL: All property along and adjacent to the Contractor's operations including lawns, yards, shurbs, 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 11 Pruning as decided 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. PM SP-7 FM s NON-PAY ITEM NO.4-PROJECT CLEAN-UP: The Contractor shall be aware that keeping the project site in 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 resident's property pe If the Engineer does not feel that the job site has been kept in an orderly condition, on the next estimate payment(and all subsequent payments until completed) of the appropriate bid item(s)will be reduced by 25%. Final cleanup work shall be done for this project as soon as the paving and curb and gutter has been F" constructed. No more than seven days shall elapse after completion.of construction before the roadway and right-of-way is cleaned up to the satisfaction of the Engineer. NON-PAY ITEM NO..5—PROJECT SCHEDULE: Contractor shall be responsible for producing a project schedule at the pre-construction conference. This schedule shall detail all phases of construction, including project cleanup, and allow the contractor to complete the work in the allotted time. This schedule will also provide the Construction Manager with an y estimated completion date of work to be performed under this contract. Contractor will not move on to the job site nor will work begin until said schedule has been received and approval secured from the Construction Engineer.However, contract time will start even if the project schedule has not been turned in. Project schedule will be updated and resubmitted at the end of every estimating period. All costs involved in producing and maintaining the project schedule shall be subsidiary to this contract. PAY ITEM NO. IA, 1B, 1C_ -PROJECT DESIGNATION SIGN: The Contractor shall construct and install Project Designation Signs and it will be the responsibility of the Contractor to maintain the signs in a presentable condition at all times on each project under 7 construction. Maintenance will include painting and repairs as directed by the Engineer. It will be the responsibility of the Contractor to have the individual project signs lettered and painted in r accordance with the enclosed detail. The quality of the paint, painting, and lettering of the signs shall be approved by the Engineer. The height and arrangement of the lettering shall be in accordance with the enclosed detail. The sign shall be i constructed of 3/4" fir plywood, grade A-C (exterior) or better. These signs shall be installed on barricades or as directed by the Engineer, and in place at the project site upon commencement of construction. The work, which includes the painting of the signs, installing and removing the signs, furnishing the materials, supports and connections to the support, and maintenance shall be to the satisfaction of the Engineer. The unit price bid per each will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. SP-8 r The payment to the Contractor for utility adjustments shall be the actual cost of the adjustments plus ten percent (10%) to cover the cost of bond and overhead incurred by the Contractor in handling the utility adjustments. PAY ITEM NO. 3A 2B - REMOVE EXISTING CONCRETE VALLEYS CONCRETE DRIVEWAY CONCRETE WALKS, CONCRETE LEADWALKS, ATTACHED CONCRETE CURB AND GUTTER AND CONCRETE PAVEMENT: Standard Specifications Item 104 shall apply for this pay item. This item shall consist of removing concrete valleys, curb and gutter (to normal gutterline) and shall be paid at the edge of valley for street curb radius areas whether the curb and gutter is built with the valley or separately. Driveways shall be removed to the limits as shown on the plans exercising special care to avoid damage to that portion of concrete to remain in place. The edge of removal areas abutting existing concrete areas shall be saw cut. The price bid per square yard shall be full compensation for breaking up, loading, hauling, and satisfactorily disposing of the material in an approved location including all labor, tools, machinery and incidentals necessary to complete the work. PAY ITEM NO. I IC-REMOVE EXISTING CONCRETE CURB AND GUTTER: Standard Specifications Item 502 shall apply for this pay item. This item shall consist of removing concrete curb and gutter. The price bid per linear foot shall be full compensation for breaking up, loading, hauling, and satisfactorily disposing of the material in an approved location including all labor, tools, machinery and 9' incidentals necessary to complete the work. PAY ITEM NO. 10C-REMOVE EXISTING ASPHALT PAVEMENT: This item shall consist of removing asphalt pavement. The pavement shall be removed to the limits as shown on the plans exercising special care to avoid damage to that portion of the pavement to remain in place. The edge of removal areas abutting existing pavement areas shall be saw cut. The price bid per square yard shall be full compensation for breaking up, loading, hauling, and satisfactorily disposing of the material in an approved location including all labor, tools, machinery and incidentals necessary to complete the work. PAY ITEM NO. 8A,9B, X-TOPSOIL: The proposal quantities shown are calculated to provide topsoil 4 to 6 inches in depth (compacted) over the parkway area and do not include material deeper than design depth behind the curb. The pay item is intended to pay for topsoil that must be imported where suitable material is either not available on the job or cannot reasonably be stored on-site. Payment will be made on the basis of loose truck volume (full truck with sideboards up) tickets and material must meet City of Fort Worth standards for topsoil. Only the volume imported will be paid for and may be substantially less than the proposal quantities listed. PAY ITEM NO: 13A - SILICONE JOINT SEALING: r SP-9 PM CITY OF FORT WORTH,TEXAS TRANSPORTATION AND PUBLIC WORKS DEPARTMENT SPECIFICATION for SILICONE JOINT SEALING (Revision 1, October 18, 1989) (Revision 2,May 12, 1994) 1. SCOPE This specification for silicone joint sealing Portland Cement Concrete pavement and curbs shall supersede Item No. 314.2 (11) "Joint Sealing Materials" of STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION- CITY OF FORT WORTH, and Item No. 2.2.10 "Joint Sealing" of STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION-NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS. �* 2. DESCRIPTION This specification for silicone joint sealing shall apply to,but shall not be limited to, all Portland Cement Concrete street pavement and-curbs. 3. MATERIALS 3.1 The silicone joint sealing shall meet Federal Specifications TT-S-001543A for Class A sealants except as modified by the test requirements for the Class I,Class II and Class III silicone joint sealants of this specification. Before the installation of the joint sealants, the Contractor shall furnish the Engineer certification by an independent testing laboratory that the silicone joint sealants meet these requirements. 3.2 The manufacturer of the silicone joint sealant shall have a minimum two-year demonstrated, documented successful field performance with Portland Cement Concrete pavement silicone joint sealant systems. Verifiable documentation shall be submitted to the Engineer. Acetic acid cure sealants shall not be accepted. The silicone sealant shall N be cold applied. *" 3.3 Self-Leveling Silicone Joint Sealant The joint sealant shall be Dow Corning 890-SL self-leveling silicone joint sealant for asphalt as manufactured by Dow Corning Corporation, Midland, MI 48686-0994, or an approved equal. P0 Self-Leveling.Silicone Joint Sealant for Asphalt Test Method Test Requirement AS SUPPLIED ... Non Volatile Content,%min. 96 to 99 SP-10 MIL-S 8802 Extrusion Rate, grams/minute 275 to 550 ASTM D 1475 Specific Gravity 1.260 to 1.340 ... Skin-Over Time, minutes max. 60 ... Cure Time, days 14 to 21 ... Full Adhesion, days 14 to 21 AS CURED AFTER 21 DAYS AT 25C(77F)AND 50%RH ASTM D 412,Die C Mod. Elongation,%min. 1400 ASTM D 3583 Modulus @ Elongation,psi max 9 (Sect. 14 Mod.) ASTM C 719 Movement, 10 cycles @+ 100/-50%No Failure ASTM D 3583 Adhesion to Concrete,%Elongation (Sect. 14 Mod.) Min. 600 3.4 The joint filler stop must be of a closed cell expanded polyethylene foam backer rod and polyethylene bond breaker tape of sufficient size to provide a tight seal. The backer rod and breaker tape shall be installed in the saw-cut joint to prevent the joint sealant from F 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. 4. TIME OF APPLICATION rOn 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 FM 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"reservoir" saw cut are identical and should be part of the same saw cutting operation. Immediately after the saw cutting, pressure water washing shall be applied to flush the concrete slurry from the freshly saw cut Ir joints.) The pavement shall be allowed to cure for a minimum of seven (7) days. Then the saw cuts for the 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 r temperature shall be 40F(4C)and rising. i 5. EQUIPMENT 5.1 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 00 prior to the beginning of the work. The minimum requirements for construction equipment shall be as follows. 5.2 Concrete Saw: The sawing equipment shall be adequate in size and power to complete irthe joint sawing to the required dimensions. 5.3 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. SP-11 go WP 5.4 Air Compressors: The delivered compressed air shall have a pressure in excess of 90 psi and 120 cfm. There shall be suitable traps for the removal of all free water and oil from the compressed air. The blow-tube shall fit into the saw-cut joint. 5:5 Extrusion Pump: The output shall be capable of supplying a sufficient volume of sealant to the joint. 5.6 Injection Tool: This mechanical device shall apply the sealant uniformly into the joint. 5.7 Sandblaster: The design shall be for commercial use with air compressors as specified in P" Paragraph 5.4. 5.8 Backer Rod Roller and Tool Instrument: These devices shall be clean and free of contamination. The devices shall be compatible with the joint depth and width requirements. 6. CONSTRUCTION METHODS 6.1 General: The joint reservoir saw cutting, cleaning, bond breaker installation, and joint sealant placement shall be performed in a continuous sequence of operations. 6.2 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. 6.3 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 shall be removed from the joint using compressed air(Paragraph Rev. 1, October 18, 1989). After complete drying, the joint 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. SP-12 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. 6.4 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, dryjoints before sealing operation commences. 7. 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 to 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 one year after final acceptance of the completed work by the Engineer. 8. BASIS OF PAYMENT Payment will be made at the Contract bid item unit price bid per linear foot(L.F.)as provided in "MEASUREMENT" for "SILICONE JOINT SEALING", which price of shall be full compensation for furnishing all materials and for all preparation, delivery, and application of those sealing materials and for all labor, equipment, tools and incidentals necessary to complete the silicone joint in conformity with the plans and these specifications. PAY ITEM NO. 2A - 6" REINFORCED CONCRETE PAVEMENT INCLUDES 6" 2:27 CONCRETE BASE A. All applicable provisions of Standard Specifications Item 314, "Concrete Pavement" shall apply. The Contractor shall use six (6)sacks of concrete for all hand pours. The unit price per square yard shall be full payment for all labor, material, equipment and incidentals necessary to complete the work. B. Cracks in newly constructed concrete pavement: All crack(s) shall be individually evaluated by the construction engineer to determine severity. The entire panel of pavement(to the nearest joint)shall be removed and replaced at the contractors expense if it is determined that such crack(s) will SP-13 undermine the structural integrity or maintainability of the pavement. Crack(s)which are determined to be cosmetic in nature shall require no change. The Construction engineer at his sole discretion may indicate that only half (1/2) of a pane be removed and replaced providing that adequate measures have been taken by the contractor to eliminate sympathetic cracking. PAY ITEM NO. 12A, 4B, IIC, 13C — CONCRETE FLATWORK (CURB, CURB & GUTTER. SIDEWALKS,LEADWALKS, WHEELCHAIR RAMPS, VALLEY GUTTERS AND DRIVEWAYS: Concrete flatwork is defined as curb, curb and gutter, sidewalks, leadwalks, wheelchair ramps, valley gutters and driveways as shown in the plans. This provision governs the sequence of work related to concrete flatwork and shall be considered a supplement to the specifications governing each specific item. Required backfilling and finished grading adjacent to flatwork shall be completed in order for the flatwork to be accepted and measured as completed. No payment will be made for flatwork until the pay item has been completed,which includes backfilling and finished grading. PAY ITEM NO. 11 A—6 INCH REINFORCED CONCRETE PRIVATE DRIVEWAY PAVEMENT: This item shall be governed by the applicable provisions of Standard Specification Item 504. The unit price bid per square foot shall be full compensation for excavation and preparing subgrade, furnishing all materials including gravel base, expansion joint materials and for Silicon joint stealing and for all manipulation,labor,tools,equipment and incidentals required to complete the work. Ir PAY ITEM NO. 4A, 3B, 2C — CONNECTION TO EXISTING STORM DRAIN INLET OR CONCRETE CHANNEL: The Contractor shall determine the exact location, elevation, configuration and angulations of existing storm sewer inlet or concrete channel prior to manufacturing of the connecting piece. Any differences in locations, elevations, configuration, and or angulations of existing lines between the contract drawings and what may be encountered in the said work shall be considered as incidental to construction. *� The cost of removing any existing concrete plug or cutting into the existing inlet, pipe or box culvert shall be included in the cost of connection. All cost incurred shall be included in the unit price bid for the appropriate connection. r PAY ITEM NO. 5A, 5B, 3C—6" SUBDRAIN WITH GRAVEL AND FILTER FABRIC: This item shall be governed by Standard Specifications for Street and Storm Drain Construction Item 500 "Subdrains" except as modified herein. Subdrain shall be installed in accordance with the "PERFORATED SUBDRAIN SECTION" detail. Pipe and fittings shall be Polyvinyl chloride plastic SP-14 vp pipe meeting the requirements of ASTM D1785. Non- perforated outlet pipe shall be constructed of PVC Schedule 40 pipe meeting the requirements of ASTM D2655. See Detail Drawing S-S11. The unit price bid per linear foot shall prevail regardless of the material installed above the 6 inch subdrain. After digging the trench and prior to installing the perforated drain and washed rock, line the trench bottom and sides with geotextile fabric. The geotextile fabric shall overlap the top of the washed rock prior to installing the tamped material or the Poly drain. The geotextile fabric shall meet the requirement of STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NORTH CENTRAL TEXAS Item 2.23.3. Measurement and payment shall be based on the linear foot amount bid and installed for this item and shall include saw cutting, excavation, furnishing and placing geotextile fabric, perforated pipe, non- perforated pipe, washed rock, and fittings that are not specifically included in other bid items, backfill, and for all labor,equipment,tools, materials and other incidentals necessary to complete the work. PAY ITEM NO. 6A, 613, 4C —6"SUBDRAIN CLEANOUT WITH RISER AND CAP: This item shall include the installation of 6"diameter cleanouts both in-line and at the upstream end(s)of proposed subdrain. The fittings shall be Polyvinyl chloride plastic pipe meeting the requirements of ASTM D1785. Install a 45°wye at in-line_cleanout locations or a 45*bend end of line cleanout locations and extend 6" Schedule 40 pipe meeting the requirements of ASTM D 2665 to a 45°bend with a cap such R, that the cap is flush with the road or parkway surface. Measurement and payment shall be based on the unit price bid per each "6" Subdrain Cleanout with Riser and Cap" and shall include excavation, furnishing and placing all necessary fitting and riser pipe, backfill, and for all labor, equipment, tools, materials and other incidentals necessary to complete the work. ` PAY ITEM NO. 7A, 713, 5C—REROUTE DRAIN FROM CURB PENETRATION TO CONNECTION WITH PROPOSED SUBDRAIN INCLUDING CLEANOUT, CAP AND TEE AT SUBDRAIN: This item shall include removal of the existing drain lines that are routed through the curb, at the locations designated on the plans or as directed by the engineer, and rerouting the drain lines to the proposed subdrain. The contractor shall install a cleanout with cap flush to the parkway grade, route a PVC pipe matching the size of the existing drain lines or 4"minimum from the proposed cleanout behind the curb to a tee at the proposed subdrain line. The Polyvinyl chloride plastic pipe shall be Schedule 40 pipe meeting the requirements of ASTM D2665. Measurement and payment shall be based on the unit price bid per each "Reroute Drain from Curb Penetration to Connection with Proposed Subdrain including cleanout, cap and tee at subdrain' and shall include excavation, cutting the existing pipe, furnishing and placing all necessary fittings and riser pipe, backfill, and for all labor, equipment, tools, materials and other incidentals necessary to complete the work. Patch concrete curb subsidiary to this VW item. I PAY ITEM NO. 6C—PAVEMENT REPAIR PER FIG. 2000-1: The unit price bid under the appropriate bid item of the proposal shall cover all cost for providing pavement repair equal to or superior in composition, thickness, etc., to existing pavement as detailed in the Public Works Department typical sections for Pavement and Trench Repair for Utility Cuts, Figure 2000-1 HMAC Pavement dated 3/5/01. Limits of pavement removal shall be governed the Plans. SP-15 FW This finished grade shall be maintained in a serviceable condition until the paving has been replaced and as governed by Figure 2000-5 dated 3/5/01. All residential driveways shall be accessible at night and over weekends. A permit must be obtained from the Department of Engineering Construction Services Section by the + Contractor in conformance with Ordinance No. 3449 and /or Ordinance No. 792 to make utility cuts in the street. The Department of Engineering will inspect the paving repair after construction. This permit requirement may be waived if work is being done under a Performance Bond and inspected by the Department of Engineering. PAY ITEM NO. 8B—PAVEMENT REPAIR PER FIG. 2000-2: The unit price bid under the appropriate bid item of the proposal shall cover all cost for providing pavement repair equal to or superior in composition, thickness, etc., to existing pavement as detailed in the Public Works Department typical sections for Pavement and Trench Repair for Utility Cuts, Figure 2000-2 Reinforced Concrete Pavement dated 3/6/01. Limits of pavement removal shall be governed by the Plans. This finished grade shall be maintained in a serviceable condition until the paving has been replaced and as governed by Figure 2000-5 dated 3/5/01. All residential driveways shall be accessible at night and over weekends. PW A permit must be obtained from the Department of Engineering Construction Services Section by the Contractor in conformance with Ordinance No. 3449 and/or Ordinance No. 792 to make utility cuts in the street. The Department of Engineering will inspect the paving repair after construction. This permit requirement may be waived if work is being done under a Performance Bond and inspected by the Department of Engineering. PAY ITEM NO. 10A, 11B, 9C—SHORT BORE At location shown on the plans for a subdrain to be "short bored", the subdrain shall be installed by carefully hand excavating or similar non-disruptive means. The unit price bid per each "Short Bore proposed 6" subdrain" shall be full compensation for installing the 6"subdrain. PAY ITEM NO. 15A, 13B, 14C—UTILITY ADJUSTMENT This item is included for the basic purpose of establishing a contract price which will be comparable to the final cost of making necessary adjustments required due to street improvements to water, sanitary sewer and natural gas service lines and appurtenances where such service lines and appurtenances are the property owner's responsibility to maintain. An arbitrary figure has been placed in the Proposal; however, this does not guarantee any payment for utility adjustments, nor does it confine utility adjustments to the amount shown in the Proposal. It shall be the "Contractor" responsibility to provide the services of a licensed plumber to make the utility adjustments determined necessary by the Engineer. No payment will be made for utility adjustments except those adjustments determined necessary by the Engineer. Should the contractor damage service lines due to his negligence, where such lines would not have required adjustment or repair otherwise,the lines shall be repaired and adjusted by the contractor at the contractors expense. The payment to the contractor for utility adjustments shallbe the actual cost of the adjustments plus ten percent(10%)to cover the cost of bond and overhead incurred by the contractor in handling the utility adjustments. SP-16 OW r rp PAY ITEM NO. 14A, 12B—MAILBOX PROTECTION OR RESTORATION Mailboxes shall be protected in place by hand excavating or short boring, or mailboxes may be replaced, or mailboxes may be temporarily moved and returned to their original position. Mail service must not be disrupted, if necessary temporary mailboxes shall be installed. PAY ITEM NO. 14B—PLANTER AT 5100 DEWDROP LANE Planter shall be protected in place by hand excavating or short boring, or planter may be replaced. PAY ITEM NO. 9A, I OB, 8C—SODDING This item shall be performed in accordance with the City of Fort Worth Parks and Community Services Department Specifications for Sodding. DESCRIPTION: Sodding will consist of furnishing and planting Bermuda or St. Augustine grass in in the areas between the curbs and walks, in median strips, or in areas as designated on the Drawings and in accordance with the requirements of this specification. MATERIALS: Sod shall consist of live and growing Bermuda or St. Augustine grass secured from sources where the soil is fertile. Sod to be placed during the dormant state of these grasses shall be alive ,., and acceptable. Bermuda grass sod shall have a healthy, virile root system of dense, thickly matted roots throughout a 2" , two inch, minimum thickness of native soil attached to the roots. St. Augustine grass sod shall have a healthy, virile root system of dense, thickly matted roots throughout a 1", one inch, ,. thickness of native soil attached to the roots. The sod shall be free from obnoxious weeds or other grasses and shall not contain any matter deleterious to its growth or which might affect its subsistence or hardiness when transplanted. Sod to be placed between curb and sidewalk shall be the same type grass as adjacent grass or existing lawn. Care shall be taken at all times to retain native soil on the roots of the sod during the process of excavating, hauling, and planting. Sod material shall be kept moist from the time it is dug until planted. When so directed by the Engineer, the sod existing at the source shall be watered to the extent required prior to excavating. Sod material shall be planted within three days after it is excavated. .. CONSTRUCTION METHODS: After the designated areas have been completed to the lines, grades,and cross sections shown on the drawings and as provided for in other items of the contract, sodding of the type specified shall be performed in accordance with the requirements hereinafter described. Sodding shall be either Bermuda or St. Augustine grass placed by the Block method. Block Sodding At locations on the drawings or where directed, sod blocks shall be carefully placed on the prepared areas. The sod shall be so placed that the entire designated area shall be covered, and any voids left shall be filled with sod and tamped. The entire sodded area shall be rolled and tamped to form a thoroughly compacted solid mass. Surfaces of block sod, which, in the opinion of the engineer, may slide due to the height or slope of the surface or nature of the soil, shall, be pegged with wooden pegs driven through the sod block to the firm earth, sufficiently close to hold the sod firmly in place. SP-17 r r When necessary, the sodded areas shall be smoothed after planting has been completed and shaped to conform to the cross section previously provided and existing at the time sodding operations were begun. Any excess dirt from planting operations shall be spread uniformly over the adjacent areas or disposed of as directed by the Engineer so that the completed surface will present a sightly appearance. The sodded areas shall be watered immediately after they are planted and shall be subsequently watered at such times and in a manner and quantity directed by the Engineer until completion and final acceptance of the project by the City of Fort Worth. fl SP-18 r i i i r i � oEra,Ls r F 1 r r r r r r 3' MAX. PAYMENT WIDTH FOR SODDING PARKWAY GRADE-, 1.5' MIN. / FACE OF CURB SOD TOPSOIL NATURAL EARTH FROM TRENCH CURB AND GUTTER z EXCAVATION N N TOP OF CURB z O � -WASHED ROCK 0.3' PER ITEM 402 SHALL EXTEND TO BOTTOM OF TOPSOIL OR PAVEMENT REPAIR FILTER FABRIC SHALL COMPLETELY AS REQUIRED SURROUND WASHED ROCK WITH FULL OVERLAP ON TOP. LIMITS OF EXCAVATION DEPTH OF WIDTH OUT- TRENCH SIDE OF PIPE 2.5' TO 6' 1.0 0' Z 6' TO 10' 1.50' of g 10' TO 15' 2.00' V) OVER 15' 2.50' w 0 PIPE SHALL BE 6'' PERFORATED 0 PVC SCHEDULE 40 OR AS OTHER- 3 WISE APPROVED IN WRITING BY o THE ENGINEER. BACK OF CURB cn 'v NOTE CHANGING SCALE WILL REQUIRE ALL TEXT SUBDRAIN (MODIFIED) cn AND DIMENSIONS TO BE REWORKED. DRAWING NO. S-S1 1 ` 3 DETAIL NO. FTWPWD.18 SCALE OF ORIGINAL:NOT TO SCALE n REQUIRED SIZE W H_ DESIRED SCALE: (SEE NOTE) CONCRETE PAVEMENT TO BE AS SHOWN ON PLANS SAW CUT AND REMOVED (SEPARATE PAY ITEM) r r rN qr CURB AND i GUTTER 6" 2:27 CONCRETE BASE, ON COMPACTED 4" MIN SUBGRADE (SEPARATE PAY ITEM) z_ 00 NATURAL EARTH NATURAL EARTH N FROM TRENCH FROM TRENCH EXCAVATION EXCAVATION WASHED ROCK z PER ITEM 402 SHALL EXTEND TO �n BOTTOM OF TOPSOIL O OR PAVEMENT REPAIR AS REQUIRED 0.3' e �1 FILTER FABRIC SHALL COMPLETELY SURROUND WASHED ROCK WITH FULL OVERLAP ON TOP. LIMITS OF EXCAVATION DEPTH OF WIDTH OUT- TRENCH SIDE OF PIPE C > 2.5' TO 6' 1.00' a a 6' TO 10' 1.50' w 10' TO 15' 2.00' OVER 15' 2.50' N 3 PIPE SHALL BE 6" PERFORATED a o PVC SCHEDULE 40 OR AS OTHER- UNDER STREET cn WISE APPROVED IN WRITING BY THE ENGINEER. SUBDRAIN ( MODIFIED) DRAWING NO. S-S11 3 DETAIL NO. FTWPWD.18 SCALE OF ORIGINAL:NOT TO SCAI_F a REQUIRED SIZE W FL DESIRED SCALE: (SEE NOTE) 2'-6" SAWCUT 3'-0" MAX. CONCRETE PAVEMENT TO BE SAW CUT AND REMOVED (SEPARATE PAY ITEM) 7z, a . D ..D D D 6" 2:27 CONCRETE BASE, ON COMPACTED SUBGRADE (SEPARATE 4" MIN. PAY ITEM) ZNATURAL EARTH NATURAL EARTH FROM TRENCH ao FROM TRENCH EXCAVATION N EXCAVATION WASHED ROCK z PER ITEM 402 SHALL EXTEND TO Q BOTTOM OF TOPSOIL OR PAVEMENT REPAIR AS REQUIRED ;; a.,,•� 0.3' FILTER FABRIC SHALL COMPLETELY SURROUND WASHED ROCK WITH FULL OVERLAP ON TOP. LIMITS OF EXCAVATION �* DEPTH OF WIDTH OUT— TRENCH SIDE OF PIPE r J 2.5' TO 6' 1.00' Q 6' TO 10' 1.50' 0 10' T 0 15' 2.00' OVER 15' 2.50' V) PIPE SHALL BE 6" PERFORATED 4 PVC SCHEDULE 40 OR AS OTHER— WISE APPROVED IN WRITING BY UNDER ALLEY THE ENGINEER. D NOTE CHANGING SCALE WILL REQUIRE ALL TEXT SUBDRAIN ( MODIFIED) Ln AND DIMENSIONS TO BE REWORKED. DRAWING NO. S—S1 1 'F DETAIL NO. FTWPWD.18 SCALE OF ORIGINAL:NOT TO SCALE REQUIRED SIZE W H___ DESIRED SCALE: (SEE NOTE) 0 a 0 z of J o O O U Z OZ F 4 O f� az O L) t— V XW o W w N 0 „Z j W X ¢ W 2 O ~ cr 0 cli cn \ N C7 r • w O 7 p O W `15 — co` m s i c •a . �� rn � a o u U :s o u sawn• '. ? w I=1N O•'.. .O'•' > N � d G N 0 90 r -a u W Q WLJ W Q > Q U) a T � ) o W W • C 358 DUMMY JOINT IN RAMP OPTIONAL PROVIDE EXPANSION JOINT ONLY INII�- 011DRIVEWAYONLY. IF CONNECTING TO EXISTING CONCRETE DRIVE. EXISTING CURB 8 GUTTER IF ANY MUST BE SAWED AS DIRECT- REINFORCE 6"DRIVE # 3 BARS ED BY THE ENGINEER. A AT 18" O.C.B•W. REINFORCE 4" WALK # 3 BARS R.O.W.LINE AT 18" O.C.B.W. REFERENCE j II'- 0"FOR ISI GL WY. j I 18'-0"FOR �D 8LE DWY. STANDARD SIDEWALK 10'-0"MIN. It ING OW Pp•pgp 1 17'-0"MIN. Y\ �� STANDARD JI h� CURB a GUTTER io I TO R MATCH AS DIRECTED EXP. JOINT 20'-0" MIN.SINGLE DWY. EXP. JOINT EXCEPTEXCEPT SLIP-FORMED 27 -0 MIN.DOUBLE DWY. SLIP-FORMED L_ HALF LENGTH PAID AS A ATTACHED CURB (CONC. SIDEWALK SLOPE 1/4" PER PLAN VIEW PAVEMENT ONLY) FOOT TO FACE OF CURB OR AS SEE STANDARD CURB DIRECTED BY ENGINEERS GUTTER SECTION . PARKWAY WIDTH A B (SEE TABLE) 18" 4' SIDEWALK I'_3" STANDARD 2" DRIVEWAY AND CURB LAYDOWN a GUTTER PAY LIMITtwo S CURB I 2 SAND CUSHION ' `'`'r• c t` p :•:;:fl-:' " OR APPROVED SUBGRADE. SECTION A-A R.OW.LINE STABILIZED PKWY. WIDTH A B DWY. PAY LIMIT SUBGRADE W/CONCRETE PAVEMENT IO' I' 9' a�. II' TO 14' 2'705' 9' SIDEWALK SECTION THRU POURED SAME THICKNESS AS DRIIVAY EWAE L2zv 5'T019' 3't o7' 12' APPROACH 8k PAID FOR AS DRIVEWAY AP .0'T022' 5'io7' 15' TOPBE REMOVEDTAND R1EP ACED, FANY,, REVISED 9/2f/e7 J.A.N./W.RM. DRIVEWAY APPROACH REVISED AUG., 79-D.J.S./W.R.M. CITY of FORT WORTH TEXAS - CONSTRUCTION STANDARD REVISED FE8.,'81 -D.J.S./W.R.M. ' REVISED MAY, '83-E.F.W./W.R.M. DRAWING NO. S-S 5 DATE - MAY, 1983 361 Addendum 3 C3 C C U� 1 V O O �= C7 '% N u V W -T— C-1 < uLi ;. u C.. 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