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Home My WebLink AboutContract 412700 0 0 0 0 SPECIFIC.TfONS AND CONTRACT DOCUMENTS FOR AR NG 1 PROV NTS AT CA' T R PA K PROJECT NA E CARTER PARK M1KE J. MONC IEF MAYOR PROJECT NVMBER, C200/5416 0/8083701358 IN THE CITY OF FORT 0 T TEXAS RIC PA AND CO ZAVALA, UNITY SERV1C PARKS AND COMMUNITY SERVICI PLANNING AND RESOURCE MANAG 2 FUNDING OF PROJECT BY CITY OF FORT WORTH 04 CAPITAL I 'PROVE E T P 'IIDGRAM MAY 2010 TPW NO. 6475 City ofFoit Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 12/7/2010 DATE: Tuesday, December 07, 2010 REFERENCE NO.: * *C--24627 LOG NAME: 80CARTER PARKING IMPROV. 5UEJECT: Authorize the Execution of a Construction Contract in the Amount of $112,298.00 with Northstar Construction, Inc., for Parking Lot Improvements at Carter Park (COUNCIL DISTRICT 8) RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with Northstar Construction, Inc., in the amount of $112,298.00 for Parking Lot Improvements at Carter Park. DISCUSSION: The purpose of this M&C is to authorize the award of a construction contract with Northstar Construction, Inc., in the amount of $112,298.00 for parking lot improvements at the above mentioned site. The 2004 Capital Improvement Program (CIP) Proposition One: Street and Storm Sewer Improvements, allocated $5,050,000.00 for parking lot and road replacement projects in area parks with $162,000.00 allocated for Carter Park. On December 29, 2009, an Engineering Agreement was administratively executed with MJ Thomas Engineering, LLC, in the amount of $21,400.00 for the design and preparation of construction documents for park improvements at both Carter Park North and South. This project was advertised for bid on May 27, 2010, and June 3, 2010, in the Fort Worth Star —Telegram. Bids were recieved on June 24, 2010, and are tabulated as follows: Bidders Base Bid Total Advanced Paving $95,897.20 Northstar Construction, Inc. $112,298.00 JRJ Paving, LP $114,574.79 2L Construction, LLC $123,192.00 Alta Construction Services, Inc. $175,798.56 Raydon, Inc. $6,157,362.28* * Amount listed is figure stated in bid which represents a miscalculation by the bidder. Due to non —submittal of addenda acknowledgement and M/WBE non—compliance, the bid from Advanced Paving in the amount of $95,897.20 is considered non —responsive. It is recommended that Northstar Construction, Inc., with a base bid of $112,298.00 be approved for award of contract. Base Bid work will consist of pulverizing of the existing parking lots, stabilizing sub —base and applying new asphalt in both Carter Park North and South. Northstar Construction, Inc., is in compliance with the City's M/WBE Ordinance by committing to 15 percent M/WBE participation. The City's goal on this project is 15 percent. There will be no annual budget impact associated with this project. In addition to the contract amount, associated contingency funding for inspection, testing, design, construction, administration and potential change orders amounts to $28,032.00. Construction is anticipated to commence in mid —January 2011, with completion in mid —April 2011. Carter Park is located in COUNCIL DISTRICT 8 IMOMIMMMENIIIV FISCAL INFORMATION: The Financial Management Services Director certifies that funds are available in the current capital budget, as appropriated, of the Street Improvements Fund. FUND CENTERS: TO Fund/Account/Centers FRQM FuncliAccowiticcnte;rl C200 541600 8083701358 80 $112. 298.00 CERTIFICATIONS: „Submitted for City Manager's Office bv: Qriginpting Department Hem, Additional Information Coptact: ATTACHMENT, 1.rter MWBE.pd, 2. FAR 2 01358.ndf Susan Alanis (8180) Richard Zavala (5704) Mike Ficke (5746) AS ADDENDUM NUMBER ONE TO PLANS AND SPECIFICATIONS FOR PARKING IMPROVEMENTS AT CARTER PARK C200/541600/8083701358/6475 MJ THOMAS ENGINEERING, LLC. 3400 HULEN STREET, SUITE 100 FORT WORTH, TEXAS 76107 JUNE 7, 2010 NOTE: If you have questions about this project, please contact MJ Thomas Engineering, LLC., 3400 Hulen Street, Suite 100, Fort Worth, Texas 76107, (817) 732-9839. This Addendum is generally separated into sections for convenience; however, all contractors, subcontractors, material suppliers and other involved parties shall be responsible for reading the entire Addendum. Failure to list an item(s) in all affected sections of this Addendum does not relieve any party affected from performing per instructions, provided the information is set forth one time anywhere in the Addendum. This document shall become attached to and part of the Construction Documents for the aforementioned project. GENERAL CLARIFICATION REVISE TPW NUMBER ON CONTRACT BOOKLET AND COVER SHEET OF CONSTRUCTION PLANS TO 6475 END OF ADDENDUM NUMER ONE, (1)Page and (0) Attachments to follow. LEATET, THOMAS Gib Ib .11114144.0.00 93640 Z.111. 'ON Al. 'WV& 3400 Hufen Street, Suite 100 Fort Worth, Texas 76107 Registration #F-9435 F: 817)732-9839 817 732-9841 ADDENDUM #2 PAVING IMPROVEMENTS FOR CARTER PARK 6-23-10 TO ALL BIDDERS: Please attach to your specifications. This addendum is hereby made a part of the Contract Documents and is issued to modify explain or correct the original drawings and/or project manual. CONSTRUCTION DRAWINGS REFER TO SHEET 8 OF 11 (see enclosed 8.5x11 revision) Revised Detectable Warning Surface Detail per TDLR comments. Refer to Attached. PROJECT MANUAL REFER TO PROPOSAL Replace Sheet 3 of the proposal form. Note Addition of Bid Item 16. Refer to Attached. END OF ADDENDUM #2 Bid Opening Date: 6-24-10 Acknowledge the receipt of this Addendum on your Proposal. By: • Kenny Sims, Project Manager ■ Release Date: 6-23-10 MICHAEL A. WOMAS 640— QREVISED ADA RAMP DETECTABLE WARNING SURFACE DETAIL PER TDLR COMMENTS 6-23- DOWELED EXP. JOINT 3-24"X 60" CAST IN PLACE ARMOR -TILE DETECTABLE WARNING SURFACE (COLOR OF TEXTURE TO BE BRICK RED) SEE PATTERN DETAIL 6" TYP. PEDESTRIAN CONCRETE CURB — 2" MAX FROM BACK OF THE CURB 6' RAMP DOWELED EXP. JOINT CONCRETE SIDEWALK 3-DETECTABLE WARNING PATTERN (SEE DETAIL)-- 4� P� • Q F••dor T� MICHAEL A. THOMAS AO �.... :............................ -9A 93640 ; �c�- r x\<<"4.1cE N m IZQNAL IVVON I4� 6/23/10 PRIVATE INSTALLATION REVISION OF SHEET NO. CARTER PARK DESCR/PT/ON 506-005 D/23/2010 DESIGNED M. A.T. DRAWN B.C.T. CHECKED M. A T. 8 OF 11 8_PAVING_DETAILS.dgn 6/23/2010 9:36:36 AM IN MP P o NO w• O. Pm I. ■ NI PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICE WRITTEN IN WORDS PRICE AMOUNT BID 15 1 LS Owner's Discretionary Construction Allowance Dollars & Cents per EA Furnish and install, complete in place, 6" thick existing base material regraded and compacted to 95% standard proctor 4% cement stabilization (minimum 250 psi.) & add 16 867 SY base material as needed to achieve grade. Dollars & Cents per SY PROPOSAL 3 $14,000.00 $ 14,000.00 TOTAL BASE BID (UNIT ONE) $ TABLE OF CONTENTS 1, NOTICE TO BIDDERS 2. SPECIAL INSTRUCTIONS TO BIDDERS 3. PROPOSAL 4. CITY OF FORT WORTH MJWBE ENTERPRISE SPECIFICATIONS 5. CITY OF FORT WORTH PREVAILING WAGE RATES or FEDERAL WAGE RATES- CONTRACTOR'S PACKET (if required) 6. WEATHER TABLE 7. VENDQR COMPLIANCE TO STATE LAW 8. CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION 9. PROJECT DESIGNATION SIGN 10. GEOTECHNICAL REPORT (if required) 11. TECHNICAL SPECIFICATIONS DIVISION 1- GENERAL REOUIREMENTS 01100 - Summary of Work 01135 - Contract Time 01140 - Alternatives 01150 - Payment To Contractor 01300 - Submittals 01400 - Quality Control 01410 - Testing 01500 - Temporary Facilities and Controls 01640 - Substitutions and Product Options 01700 - Project Closeout 01800 - Contractor's Responsibility for Damage Claims DIVISION 2 - SITE WORK 02200 - Site Preparation 02300 - Earthwork 02580 - Pavement Markings 02622 - Parking on Asphalt 02930 Seeding DIVISION 3 — CONCRETE 03300 Cast -in -Place Concrete DIVISION 7 - THERMAL & MOISTURE PROTECTION, 07920 - Caulking and Sealants 12. CERTIFICATE OF INSURANCE 13. BIDDER'S STATEMENT OF QUALIFICATIONS 14. PERFORMANCE BOND 15. PAYMENT BOND 16. MAINTENANCE BOND 17. CONTRACT NOTICE TO BIDDERS Sealed Proposals for the following: (Project) PARKING IMPROVEMENTS AT CARTER PARK PROJECT NO. C200/541600/8083701358 TPW NO. 6475 Addressed to the City of Fort Worth, Purchasing Division, 1000 Throckmorton Street, Fort Worth, Texas 76102-6311 and received at the Purchasing Office until 1:30 p.m., Thurs., June 24, 2010, and then publicly opened and read aloud at 2:00 p.m. in Council Chambers 2nd floor — N.E. corner of City Hall. Plans, Specifications and Contract Documents for this project may be obtained at the Park Planning section, Parks and Community Services Department, 4200 South Freeway, Suite 2200, Fort Worth, Texas 76115-1499. Documents will be provided to prospective bidders for a deposit of $50 per set; deposits shall be made in the form of a check or money order. Each prospective bidder shall receive a deposit refund on the first two plan sets if the documents are returned in good condition within 10 days after bids are, opened. Any additional plan sets shall require a non-refundable deposit. These documents contain additional information for prospective bidders. 1. Wage Rates: All Bidders will be required to comply with Provision 5159a of "Vernon's Annotated Civil Statutes" of the State of Texas with respect to the payment of the prevailing wage rates, and City Ordinance No. 7278, as amended by City Ordinance No. 7400 (Fort Worth City Code, Section 13-A-21 through 13-A-29) prohibiting discrimination in employment practices. 2. Minority / Women's Business Enterprise Participation Goals: In accordance with the City of Fort Worth Ordinance No. 15530, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the MWWBE Office or from the Office of the City Secretary. The bidder shall submit the MBE / WBE UTILIZATION FORM, SUBCONTRACTOR / SUPPLIER UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM, GOOD FAITH EFFORT FORM and / or the JOINT VENTURE FORM ("Documentation) as appropriate and must be received 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 (a) shall submit documentation at the reception area of the managing department, Transportation and Public Works Department, 2nd floor, City Hall, and shall obtain a receipt in person. Such receipt shall be evidence that the documentation was received by the City. (b) Electronic submittal of MWBE documentation will not be accepted. Failure to comply with (a) and (b) shall render the bid non -responsive. The following list is provided to assist bidders in obtaining the services of M/VVBE vendors qualified to provide such services/materials for this project. A listing of qualified MWWBE vendors may be obtained at the City of Fort Worth M/WBE office, 3rd floor City Hall. Services/materials for this protect are as follows: demolition/site prep clearing/grubbing grading/earthwork seeding steel rebar concrete asphalt flexible base The City's minimum M/WBE goal on this project is 15% of the total dollar value of this contract. 3. Prime Bidder Qualification Requirements: The City will evaluate all submitted bids based on criteria and qualifications to determine award of contract as noted in Item 14. - Bidder's Statement Of Qualifications — Special Instructions To Bidders and upon receipt of Bidder's Statement Of Qualifications form included in this construction document. In general: • The Prime Bidder, as general contractor or sub -contractor, must demonstrate similar project scope experience on three (3) projects within the last three (3) years. API subcontractors intended for use on this project shall also demonstrate similar project scope experience necessary to successfully perform on their respective portion of work on this project. • The Prime Bidder must provide a list the surety company(s) which issued bonds for projects listed above. Additionally, the Prime bidder shall list the surety company intended for use on this project. • The Prime Bidder must submit a current certified financial statement prepared by an independent Certified Public Accountant. • The Prime Bidder shall perform work its own organization and with the assistance of work crews under its superintendence work of a value not less than fifty percent (50%) of the project scope of work as per Section 8.1 of the standard specifications for Street and Storm Drain Construction for the City of Fort Worth. Bidder's Qualifications are to be submitted and received by the Parks and Community Service Department Project Manager no later than 5:00 P.M., five (5) City business days after the bid opening date, exclusive of the bid opening date. 4. Bid Addendum: Bidders are responsible for obtaining all addenda to the contract documents and acknowledging receipt of the addenda by initialing the appropriate spaces on the Proposal form. Bids that do not acknowledge receipt of all addenda may be rejected as being non -responsive. Information regarding the status of addenda may be obtained by contacting the Project Manager. 5. Pre — Bid Conference: A pre -bid conference will be held with prospective bidders at the Parks and Community Services Offices Conference Room on June 8, 2010 at 9:00 a.m. The City will award one contract with a combination of base bids and/or alternates which is most advantageous to the City. No bid may be withdrawn until the expiration of ZQ calendar days from the day bids are opened. The award of contract, if made, will be within 70 calendar days after the opening of bids, but in no case will the award be made until all necessary investigations are made as to the responsibility of the bidder to whom the contract will be awarded. RICHARD ZAVALA, DIRECTOR DALE A.FISSELER,P.E. PARKS AND COMMUNITY SERVICES DEPARTMENT CITY MANAGER By: PP Kenneth Sims, Project Manager (817) 392 - 5723 Thursday May 27, 2010 Thursday June 3, 2010 P m I• P m MP M. MARTY HENDRIX CITY SECRETARY SPECIAL INSTRUCTIONS TO BIDDERS TABLE OF CONTENTS 1. BID SECURITY 2. PROPOSAL 3. ADDENDA 4. PERMITS 5. AWARD OF CONTRACT 6. PAYMENT, PERFORMANCE AND MAINTENANCE BONDS 7. LIQUIDATED DAMAGES 8. EMPLOYMENT 9. WAGE RATES 10. FINANCIAL STATEMENT 11. INSURANCE 12. NON - RESIDENT BIDDERS 13. MINORITY / WOMEN BUSINESS ENTERPRISE 14. PROTECTION OF TREES, PLANTS AND SOIL 15. PRODUCT SUBMITTAL AND SUBSTITUTION OPTIONS 16. BIDDER'S STATEMENT OF QUALIFICATIONS 17. OZONE ALERT DAYS 18. WORKERS COMPENSATION INSURANCE COVERAGE SPECIAL INSTRUCTIONS TO BIDDERS 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 =proximate 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 ior materials furnished in strict accordance with the Contract Docu ents 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. 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 Parks and Community Services Department telephone number indicated in the Notice to Bidders. Bids that do not acknowledge all applicable addenda will be rejected as non -responsive. (See Item G in the Proposal.) 4. PERMITS: The Contractor shall obtain all permits necessary for compliance to the City of Fort Worth Building Code. Fees shall be waived for permit applications. For a listing of anticipated project permits, refer to Div. I - General Reauirements: Section 01100-3. SPECIAL INSTRUCTIONS TO BIDDERS - I - 5. AWARD OF CONTRACT: The Contract may not necessarily be awarded to the lowest bidder of the Base Bid. The Parks and Community Services Department shall evaluate and recommend to the City Council the best bid based on the combined benefits of total bid price and number of' contract days allotted, as specified in the Proposal, and which is considered to be in the best interest of the City. Regardless of the Alternative chosen, the Contractor agrees to complete the Contract within the allotted number of days. If the Contractor fails to complete the work within the number of days specified in the Construction Documents, liquidated damages shall be charged as outlined in General Provisions, Item 8.6 Failure to Complete Work on Time, found in the Standard Specifications for Street and Storm Drain Construction of the City of Fort Worth, Texas, 6. PAYMENT. PERFORMANCE AND MAINTENANCE BONDS: The successful bidder entering into a contract for the work will be required to give the City surety in a sum equal to the amount of the contract awarded. The successful bidder shall be required to furnish bonding as applicable in a sum equal to the amount of the contract awarded. The form of the bond shall be as herein provided and the surety shall be acceptable to the City. All bonds furnished hereunder shall meet the requirements of Chapter 2253 of the Texas Government Code, as amended. A. If the total contract price is $25,000 or less, payment to the contractor shall be made in one lump sum. Payment shall not be made for a period of 45 calendar days from the date the work has been completed and accepted by the City. B. If the contract amount is in excess of $25,000, a Payment Bond shall be executed, in the amount of the contract, solely for the protection of all claimants supplying labor and material in the prosecution of the work. C. If the contract amount is in excess of $100,000, a Performance Bond shall be executed, in the amount of the contract conditioned on the faithful performance of the work in accordance with the plans, specifications, and contract documents. Said bond shall solely be for the protection of the City of Fort Worth. D. A Maintenance•Bond shall be required for all Parks and Community Services Department projects to insure the prompt, full and faithful performance of the general guarantee as set forth in Division 1, Section 01150 — Item 1.14: Warranty In order for a surety to be acceptable to the City, the surety must meet the requirements of V. A. T. S Insurance Code, art. 7.19-1(c). Satisfactory proof of any such reinsurance shall be provided to the City as outlined in the Notice To Bidders. The City, in its sole discretion, will determine the adequacy of the proof required herein. No sureties will be accepted by the City that are at the time in default or delinquent on any bonds or which are interested in any litigation against the City. Should any surety on the contract be determined unsatisfactory at any time by the City, notice will be given to the contractor to that effect and the contractor shall immediately provide a new surety satisfactory to the City SPECIAL INSTRUCTIONS TO BIDDERS - 2 - 7. LIQUIDATED DAMAGES: The Contractor's attention is called to Pa rt 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 Pm completion of projects. 8. EMPLOYMENT: All bidders will be required to comply with City Ordinance No. 7278 "n as amended by City Ordinance No. 7400 (Fort Worth City Code Section 13-A-21 through 13-A-29) prohibiting discrimination in employment practices. 9. 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 F" Contract Documents for this project. Disregard if Federal Wage Rates are applicable to this project. If Federal Wage Rates are applicable to a project, the Contractor shall comply with all items identified in the attached Contractor's Packet. For further information regarding this packet, contact the Intergovernmental Affairs / Grants Management Division, Finance Department at (817) 871-8365 or 871-8387 P m 10 .FINANCIAL STATEMENT: A current certified financial statement shall be provided to the City as outlined in the Notice to Bidders for use by the CITY OF FORT WORTH in determining the successful bidder. This stat4inent is to be prepared by an independent Fe Public Accountant holding a valid permit issued by an appropriate State Licensing Agency. 11. INSURANCE: Within ten days of receipt of notice of award of contract, the Contractor must provide, along with executed contract documents and appropriate bonds, proof of insurance for Workers Compensation (statutory); Comprehensive General Liability ($1,000,000 per occurrence, $2,000,000 aggregate); and Automobile Insurance ($1,000,000 each accident on a combined single basis or $250,000 property damage/$500,000 bodily injury per person per occurrence. A commercial business policy shall provide coverage on "any auto", defined as autos owned, hired, and non - owned). Additional lines of coverage may be requested. If such a request is made after bid opening, Contractor shall be entitled to additional compensation equal to 110% of the additional premium cost. For worker's compensation insurance requirements, see Special Instructions to Bidders - Item 16. pm ADDITIONAL INSURANCE REOUIREMENTS: 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. SPECIAL INSTRUCTIONS TO BIDDERS -3- D. Each insurance policy shall be endorsed to provide the City a minimum thirty days notice of cancellation, non -renewal, and/or material change in policy terms or coverage. A ten days notice shall be acceptable in the event of nonpayment of premium. E. Insurers must be authorized to do business in the State of Texas and have a current A.M. Best rating of A: VII or equivalent measure of financial strength and solvency. F. Deductible limits, or self -funded retention limits, on each policy must not exceed $10,000.00 per occurrence unless otherwise approved by the City. G. Other than worker's compensation insurance, in lieu of traditional insurance, City may consider alternative coverage or risk treatment measures through insurance pools or risk retention groups. The City must approve in writing any alternative coverage. H. Workers' compensation insurance policy(s) covering employees employed on the project shall be endorsed with a waiver of subrogation providing rights of recovery in favor of the City. I. City shall not be responsible for the direct payment of insurance premium costs for contractor's insurance. J. Contractor's insurance policies shall each be endorsed to provide that such insurance is primary protection and any self -funded or commercial coverage maintained by City shall not be called upon to contribute to loss recovery, K. In the course of the project, Contractor shall report, in a timely manner, to City's officially designated contract administrator any known loss occurrence which could give rise to a liability claim or lawsuit or which could result in a property loss. L. Contractor's liability shall not. be limited to the specified amounts of insurance required herein. M. Upon the request of City, Contractor shall provide complete copies of all insurance policies required by these contract documents. 12. NON-RESIDENT BIDDERS: Pursuant to Texas Government Code, art. 2252.002, the City of Fort Worth will not award this contract to a non-resident bidder unless the non- resident's bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a non-resident bidder to obtain a comparable contract in the state in which the non- resident's principal place of business is located. "Non-resident bidder" means a bidder whose principal place of business is not in this state, but excludes a contractor whose ultimate parent company of majority owner has its principal place of business in this state. SPECIAL INSTRUCTIONS TO BIDDERS .4. SIM PM Po P E O n P M "Texas resident bidder" means a bidder whose principal place of business is in this state, and includes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. This provision does not apply if the project is funded in whole or in part with federal funds. The appropriate blanks of the Proposal must be filled out by all non-resident bidders in order for its bid to meet specifications. The failure of a non-resident contractor to do so will automatically disqualify that bidder. 13. MINORITY/WOMEN BUSINESS ENTERPRISE: In accordance with City of Fort Worth Ordinance No. 15530, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. You may obtain a copy of the Ordinance from the Office of the City Secretary. The MEB/WBE Utilization Form, Subcontractor / Supplier Utilization Form, Prime Contractor/Waiver Form and the Good Faith Effort Form and or the Joint Venture Form, as applicable, must be submitted no later than 5:00 p. m. five (5) City business days after the bid opening date, exclusive of the bid opening date. The bidder shall submit the documentation at the reception area of the Transportation and Public Works Department ("Managing Department"), 2nd floor, City Hall, and shall obtain a receipt. Failure to comply shall render your bid non -responsive. Upon contract execution between the City of Fort Worth and the successful bidder, now known as Contractor, a pre -construction meeting will be scheduled at which time the Contractor is required to submit either Letters of Intent or executed agreements with the M/WBE firm(s) to be utilized on this project. Such Letters of Intent or executed agreements shall include the following information: 1. Name of Contract 2. Name of M/WBE firm utilized 3. Scope of Work to be performed by the M/WBE firm 4. Monetary amount of work to be performed by the M/WBE firm 5. Signatures of all parties A notice to proceed will not be issued until the signed letter(s) or executed agreement(s) have been received. Throughout the duration of this project, the Contractor comply with the M/WBE Ordinance by complying with the following procedures: • A M/WBE Participation Report Form must be submitted monthly until the contract is completed. The first report will be due 30 days after commencement of work. The 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 -S- a brief explanation. • The Contractor shall provide the M/WBE Office proof of pavment 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. • lithe 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 Rea uest for AuDroval 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. P E INN ION will result on the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three years. 14. PROTECTION OF TREES, PLANTS AND SOIL: All property along and adjacent to the Contractor's operations including lawns, yards, shrubs, trees, etc., shall be preserved or restored, after completion of the work, to a condition equal or better than existed prior to start of work. By Ordinance, the Contractor must obtain a permit from the City Forester before any work (trimming, removal, or root pruning) can be done on trees or shrubs growing on public property including street Rights -Of -Way and designated alleys. This permit can be obtained by calling the Forestry Office at 871-5705. All tree work shall be in compliance with pruning standards for Class II Pruning as described by the National Arborist Association. A copy of these standards can be provided by calling the •above number. Any damage to public trees due to negligence by the Contractor shall be "" assessed using the current formula for Shade Tree Evaluation as defined by the International Society of Arboriculture. Payment for negligent damage to public trees shall be made to the City of Fort Worth and may be withheld from funds due the p* Contractor by the City. To prevent the spread of the Oak Wilt fungus, wounds on Live Oak and Red Oak trees P• shall be immediately sealed using a commercial pruning paint. This is the only instance when pruning paint is recommended. 15. PRODUCT SUBMITTAL AND SUBSTITUTION OPTIONS: - All prospective bidders shall submit Bid Proposals which reflect specified products only. Product substitution of 'Or Equal' products will be considered only after award of contract is made to the successful Bidder / Prime Contractor. See Div. I — General Requirements — Section 01640. 16. BIDDER'S STATEMENT OF OUALIFICATIONS pm A. QUALIFICATION OF BIDDERS: Prime Bidder and all sub -contractors to be used by the bidder in the performance of this project shall be required to demonstrate experience necessary to successfully perform the proposed scope of work. The Prime Bidders' specific (1) experience, (2) stability and (3) history of performance on projects of a similar nature and scope will be considered. The BIDDERS "" STATEMENT OF QUALIFICATIONS shall be provided to the City as outlined in the Notice To Bidders and as noted in the specifications for the purpose of evaluating the Prime bidder / subcontractors qualifications. B. PRIME BIDDER / SUBCONTRACTOR QUALIFICATIONS 1. Demonstrate experience as either general or sub -contractor on a minimum of three (3) projects similar in scope within the last three (3) years. 2. Provide listing of surety company(s) which issued bonds for previous projects identified as demonstrated experience. 3. Provide name of surety company to be used for this project. 4. Provide a current certified financial statement as prepared by an independent Certified Public Accountant. �• 5. Name and qualifications for the site superintendence of the work. SPECIAL INSTRUCTIONS TO BIDDERS -7- 6. Identify at least 50% of work which is to performed by the Prime Bidder with its own organization and work crews under its superintendence. 7. All sub -contractors intended for use on this project shall also demonstrate similar project scope experience (three similar projects in scope within last three years) necessary to successfully perform their respective portion of work on this project. 8. Submittal of Letters Of Intent for the use of specific subcontractors listed on the Bidders Statement Of Qualification form. The Prime Bidder shall submit such Letters of Intent to the City no later than five (5) working days upon being recognized as the overall qualified bidder by the City. Should the Prime Bidder subsequently desire to substitute a subcontractor. the Prime Bidder shall notify the Proiect Manager in writing along with Letter Of Intent and experience qualifications for approval prior to commencement of construction. The documentation required herein shall be received by the Project Manager of the Parks and Community Services Department no later than five (5) City business days after the bid opening date, exclusive of the bid opening date. Recommendation of award of contract shall be contingent upon the Bidder and / or sub -contractors meeting such qualification requirements. Location and responsive ability of the firm will be considered. If your firm anticipates entering into a joint venture with any other firm to conduct all or part of the performance required under the proposed project, that firm should be specified in your response. For each firm included in the joint venture, please provide the information required above. Under the Contract executed for this work the City will require your firm to be completely 100 percent responsible for fulfilling all aspects of the contract bonds. Other firms and employees that may be involved in their joint venture will be treated by the City under the contract as if they were employees or subcontractors of your firm. Other than those firms noted in the contract as a part of the joint venture, no other firms will be allowed to participate in the joint venture without written consent from the City. B. PLAYGROUND INSTALLATION AS PRIME PROJECT SCOPE I . For projects in which the construction of playground area is the prime scope of work, bidders must be able to demonstrate the following. Failure to adequately demonstrate that the bidder meets these requirements may result in a recommendation that the bid be rejected as non — responsive. 2. The prime bidder shall submit such documents as are necessary to establish that the bidder has successfully and satisfactorily completed the construction and installation of at least three (3) playground facilities within the immediate past three (3) years for the state of Texas or other municipalities within the Dallas / Fort Worth metroplex, such work to have included grading, sub surface drainage, playground perimeter concrete edging, equipment and safety surface installation. The documentation shall also demonstrate that the bidder completed the projects within the contract time without the assessment of liquidated damages. 3. If the prime bidder has not performed work for the state of Texas or municipalities within the Dallas / Fort Worth metroplex, the bidder may still be SPECIAL INSTRUCTIONS TO BIDDERS .8. IMP OF IMP considered if it has completed three (3) park playgrounds within the last three (3) years for private entities which included work as noted in B.1. 4. The prime bidder in addition shall provide information that discloses or demonstrates the following: a. Name and qualifications for the site superintendence of the work. b. Knowledge in appropriate task sequencing. c. Intended staffing requirements to construct the work within the contract time allowed. 17. 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 Natural Resource Conservation Commission (TNRCC) in coordination with the National Weather Service, will issue the Ozone Alert by 3:00 p.m. on the afternoon prior to the alert day. On designated Ozone Alert Days, the Contractor shall bear the responsibility of being aware that such days have been designated Ozone Alert Days and as such shall not begin work until 10:00 a.m. whenever construction phasing requires substantial use of motorized equipment. However, the Contractor may begin work earlier if such work minimizes the use of motorized equipment prior to 10:00 a.m. If the Contractor is unable to perform continuous work for a period of at least seven hours between the hours of 7:00 a.m. - 6:00 p.m., on a designated Ozone Alert Day, that day will be considered as a weather day and added onto the allowable weather days of a given month. 18. 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. OF S. 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. SPECIAL INSTRUCTIONS TO BIDDERS _9. Pm "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. B. The contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of the contractor providing services on the project, for the duration of the project. C. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. D. If the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project, the contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. E. The contractor shall obtain from each person providing services on a project, and provide to the City • (1) a certificate of coverage, prior to that person beginning work on the project, so the City will have on file certificates of coverage showing coverage for all persons providing services on the project; and (2) no later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. E. The contractor shall retain ,all required certificates of coverage for the duration of the project and for one year thereafter. G. The contractor shall notify the governmental entity in writing by certified mail or personal delivery, within ten days after the contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project. H. The contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Workers' Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. I. The contractor shall contractually require each person with whom it contracts to provide services on a project, to: (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; SPECIAL INSTRUCTIONS TO BIDDERS • 10 (2) provide to the contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (3) provide the contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (4) obtain from each other person or entity with whom it contracts, and provide to the contractor: (5) (a) a certificate of coverage, prior to the other person or entity beginning work on the project; and (b) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; 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 .:rtified 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 contractually require each person with whom it contracts, to perform as required by paragraphs (1) - (7), with the certificates olcoverage 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. The providing of false or 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 terminated if the contractor does not remedy the breach within ten days after receipt of notice of breach from the City. SPECIAL INSTRUCTIONS TO BIDDERS -11- "The contractor shall post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas workers' Compensation Act or other Texas Workers' Compensation commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text, without any additional words or changes: REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee." "Call the Texas Workers' Compensation Commission at (512) 440-3789 to receive information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage." END OF SECTION SPECIAL INSTRUCTIONS TO BIDDERS _12_ N IP MIX . IN N g O il PROPOSAL TO: Mr. Dale A. Fisseler,P.E. City Manager Fort Worth, Texas FOR: Parking Improvements at Carter Park C200/541600/8083701358 TPW NO.: 6475 Pursuant to the foregoing "Notice to Bidders," the undersigned has thoroughly examined the plans, specifications, and the site, understands the amount of work to be done, and hereby proposes to do all the work and furnish all labor, equipment, and materials necessary to fully complete all the work as provided in the plans and specifications, and subject to the inspection and approval of the Parks and Community Services Department Director of the City of Fort Worth. The "approximate quantity" category is for information purposes only. The Contractor shall be paid on the basis of actual installed quantities on non lump sum items. Additionally, the Contractor shall be aware that the Proposal contains both Lump Sum and Unit Price items. if the lowest bid received exceeds the funds budgeted for the project, the City reserves the right to decrease the quantities contained in any line item or to eliminate any specific line items before award of the contract in order to bring the work within budget. By submitting a bid, the bidder acknowledges the City's right to adjust or eliminate line items prior to the award of contract. Further, by submitting a bid, the bidder agrees to honor each line item bid price without recourse to the City in the event line items are adjusted or eliminated. Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract and furnish, if applicable, Performance, Payment, and Maintenance Bonds approved by the City of Fort Worth for performing and completing the said work within the time stated and for the following sums, to wit: PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICE WRITTEN IN WORDS PRICE AMOUNT BID UNIT ONE BASE BID - CARTER PARK Demolition, removal and disposal of existing Improvements as shown on demolition plan. 1. 1 LS See sheet 3. Ssdw1L Vet 014,0vti Dollars & No Cents per LS Earthwork, cut and fill to final grades as 2. 150 CY shown on plans.See sheet 5. THIRTY No Dollars & Cents per LS Furnish and install complete in place 5" thick 3,000 PSI concrete sidewalk w/ reinforcing. 3. 530 SF See sheet 4. No Dollars & Cents per SF Furnish and install, complete in place 2" thick 4. 2,783 SY type "D" TXDOT item 340. See sheet 4. . Tt-ijL1tEi Dollars & N o Cents per SY PROPOSAL 1 $ Lump Sum 8011;00,00 3a00 4150a0o 5,00 215OOO J'3OO $ 3(o1V79OD PAY APPROX. DESCRIPTION OF ITEMS WITH BID ITEM QUANTITY PRICE WRITTEN IN WORDS Furnish and install, complete in place, 6" thick Recycled Asphalt Pavement Subgrade ( Max 50%, minimum 20% recycled MAC) 4% cement stabilization (minimum 250 psi.) See 5. 1,916 SY sheet 4. Ei4 A-1- o UNIT PRICE Dollars & Cents per SY $ Remove and replace existing bollard fence to 6. 160 LF facilitate new construction. See sheet 4. FO(Ark-e.0 Np Cents per LF Dollars & Furnish and install, complete in place, one (1) 7. 1 EA ADA Ramps as dietailed.iee ihept 4. -Mot/W.64 1.o rtkikotiedDollars & Cents per EA Furnish and install, complete in place, striping 8. 1 LS and signage. See sheet 9. Ov11AQA5cA.At Dollars & Po a Cents per LS Hydrosew'ing and temporary water. See 9. 1 LS sheet 3. tA 10. 348 LF Dollars & Cents per LS Furnish and install, complete in place 8"x12" concrete header 3,000 psi with reinforcing as detail d. See sheet 4. �a Dollars & Cents per LF Furnish and install, complete in place 30" concrete curb and gutter as detailed. See 11. 10 LF sheet fi. 7-11 e4\i Dollars & No 1 Cents per LF Furnish and install, complete in place 12. 27 EA concrete curb stops as detailed. See sheet 4. 7-tn. t Five., Dollars & jJ' Cents per EA Installation of project sign (per detail in 13 2 EA specifications.) Fr1t- IA %Atli' col Dollars & N � Cents per EA Sediment Control per plans and 14. 1 LS specifications, See sheet 9 for Tkou Dollars & Cents per LS PROPOSAL 2 TOTAL AMOUNT BID ION oo$ LS2,co 14-As 21Z40,Do as $ 1j2_ooloD$ [,2.00IOO s t1OooOo $ fOOo,00 $ 68OO.Op$ sootoo $ um 15.00 $ 51 220, Oo , icitr .01 35aoo 35oo $ 4,00 5DOLOO$ IOOOOo 4LD000os 4Ooaoo air PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICE WRITTEN IN WORDS PRICE AMOUNT BID 15 1 LS Owner's Discretionary Construction Allowance �,. Dollars & MIN MN WM UM Cents per EA Furnish and install, complete in place, 6" thick existing base material regraded and compacted to 95% standard proctor 4% cement stabilization (minimum 250 psi.) & add 16 867 SY base material as needed to achieve grade. ELF,+ Dollars & Cents per SY PROPOSAL 3 $14,000.00 $ 14,000.00 $ Soo $ (0195(0,00 TOTAL BASE BID (UNIT ONE) $ PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICE WRITTEN IN WORDS PRICE AMOUNT BID Owner's Discretionary Construction 15 1 LS Allowance Dollars & Cents per EA $14,000.00 $ 14,000.00 TOTAL BASE BID (UNIT ONE) $ - P m P o Pie PI Illi PP Pm P o O N 1110 O• PROPOSAL 3 Pi PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICE WRITTEN IN WORDS PRICE AMOUNT BID A. This contract issued by an organization that qualifies for exemption pursuant to the provisions of Article 20.04 (F) of the Texas Li ited Sales, Excise and Use Tax Act. B. The Contractor performing this contract may purchase, rent or lease all materials, supplies, equipment used or consumed in the performance of the contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate complying with State Comptroller's ruling tax, said exemption certificate complying with State Comptroller's ruling #95-0.07. Any such exemption certificate issued by the Contractor in lieu of the tax shall be subject to the provisions of the State Comptroller's ruling #95.09 as amended to be effective October 2, 1968. C. The undersigned assures that its employees and applicants for employment and those of any labor organization, subcontractor or employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance 7278, as amended by City ordinance 7400 (Fort Worth City Code Sections 13-A-21 through 13-A-29), prohibiting discrimination in employment practices. D. The undersigned agrees to complete all work covered by these contract documents within Forty (40) Working Days after the date for commencing work as set forth in the Notice to Proceed to be issued by the Owner . E. Within ten (10) days of receipt of notice of acceptance of this bid, the undersigned will execute the formal contract and will deliver applicable Surety Bonds for the faithful performance of this contraclie attached deposit check in the sum of ,,-438410‘94 is to become the property of the City of Fort Worth, Texas, or the attache idder's Bond to be forfeited in the event the contract and applicable bonds are not executed within the et fo I quidated damages for delay and additional work caused thereby. F. In case of ambiguity or lack of clearness in stating prices in the Proposal, the City reserves the right to adopt the most advantageous price for construction thereof to the City or to reject the proposal. G, Receipt is here y acknowledged of th foil wing addenda: No. 1 Cp..J1i10 No. 2 3Q No. 3 Respectfully submitted, By (Authorized Signature) Date: Address: ZOO ‘`'309-.1"-kA IT-e)(1\ril011Q) Telephone: ?19) at4.14 ci(Cas, 5 PROPOSAL 4 No. 4 11.111,1 i 1 FORTWORTH Subcontractors/Suppliers Utilization Form PRIME COMPANY NAME: Northstar Construction, Inc. PROJECT NAME: Carter Park City's M/WBE Project Goal: 15 City of Fort Worth Prime's M/WBE Project Utilization: 15 O/ O ATTACHMENT 1A Page 1 of 4 Check applicable block to describe prime MIW/DBE X NON-MNV/DBE BID DATE 06/24/2010 PROJECT NUMBER C200/541600/808 3701358 Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date,. �• will result in the bid being considered non -responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the M/WBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of f disqualification and will result in the bid being considered non -responsive to bid specifications MIWBEs listed toward meeting the project goal must be located in the nine (9) county marketplace or currently doing business in the marketplace at the time of bid. Marketplace is the geographic area of Tarrant, Parker, Johnson, Collin, Dallas, Denton, Ellis, Kaufman and Rockwall counties. Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct �. payment from the prime contractor to a subcontractor is considered 1st tier, a payment by a subcontractor to its supplier is considered 2nd tier ALL MIWBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located or doing business at the time of bid opening within the Marketplace, that have been determined to be bonafide minority or women businesses by the North Central Texas Regional Certification Agency (NCTRCA), or the Texas Department of Transportation (TX DOT), highway division. Disadvantaged Business Enterprise (DBE) is synonymous with Minority/Women Business Enterprise (MIWBE). If hauling services are utilized, the prime will be given credit as long as the MJWBE Fisted owns and operates at least one fully licensed and operational truck to be used on the contract. The MNVBE may lease trucks from another MNVBE firm, including MNVBE owner -operators, and receive full M/WBE credit. The M/WBE may lease trucks from non-MIWBEs, including owner -operators, but will only receive credit for the ine fees and commissions earned by the MNVBE as outlined in the lease agreement. "'�' Rev. 5/30/03 FORT H ATTACHMENT 1 A Page 2 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority, Women and non-M/WBEs. Please list M/WBE firms first, use additional sheets if necessary. *■ SUBCONTRACTOR/SUPPLIER T Company Name Address e M W Telephone/Fax r B B E E CowTown Redi-Mix IMO P 0 Box 162327 Fort Worth, TX 76161 817-759-1919 i" 817-759-1716 fax Certification (check one) N 0 n N T Detail Detail C X M Subcontracting Work Supplies Purchased Dollar Amount T D W R o B C T E A 1XXXX Concrete $1,600.00 gm Action Services 1 X X X P 0 Box 850 Rockwall, TX 75087 Striping $1,526.70 • 972-771-3832 972-771-6525 fax JM Construction Surveying 1 X X 322 Diamond Oak Drive Irving, TX 75060 972-986-7422 214-492-0675 fax Surveying $2,400.00 Environmental Allies 1 X X Erosion Control P 0 Box 980164 & Hydryomulch Houston, TX 77098 281-442-4112 281-442-4117 fax Acme Fence Services, Inc. 1 X X X 2516 Minnis Street Fort Worth, TX 76117 817-831-8880 817-831-8884 fax $3,426.00 Fence & Steel $4,000.00 Destiny Trucking 1 X X P 0 Box 330053 Fort Worth, TX 76163 Trucking / Haul $2,880.00 817-361-8008 817-361-8092 �' Rev. 5/30/03 ,,. FORT WORTH ATTACHMENT IA Page 3 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority, Women and non-MMJBEs. "'n Please list MIWBE firms first, use additional sheets if necessary. u■ SUBCONTRACTOR/SUPPLIER T Company Name Address e M W Telephone/Fax r B B — E E Ricochet Fuel Distributors, Inc. 1201 Royal Pkwy Euless, Tx 76040 817-268-5910 IN 1113 IGO IN Certification (check one) N a n N T Detail Detail C x M Subcontracting Work Supplies Purchased Dollar Amount T D W R O B C T E A 1 X X Fuel $1,200.00 '" Rev. 5/30/03 •FORTWORTH MN Total Dollar Amount of MIWBE Subcontractors/Suppliers Total Dollar Amount of Non-MIWBE Subcontractors/Suppliers 17, 032.70 gm TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS 17,032.70 ATTACHMENT 1A Page 4 of 4 The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office Manager or designee through the submittal of a Request for Approval of Change/Addition. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The contractor shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed MJWBE goal. If the detail explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including °�■� M/W/DBE(s) arrangements submitted with the bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The bidder agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers/contractors participating on the contract that will substantiate the actual work performed by the MIVV/DBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and create a material breach of contract may result in a determination of an irresponsible Offeror and barred from participating in City work for a p time not less than one (1) year. W. ■w 11. 7 Authorized Sigr'fure President Title Northstar Construction, Inc. Company Name 3210 Joyce Drive Address Fort Worth, TX 76116 City/State/Zip Larry E. Smith Printed Signature Contact Name/Title (if different) 817-244-8885 Telephone and/or Fax 817-244-8886 E-mail Address June 30, 2010 Date - Rev. 5/30/03 1 1 1 1 1 MWBE Documentation Received Department of Engineering Bid Date: Project Name: Project DOE #: City Project #: Project Manager: Forms submitted by: Name: Title: Company: 40.2 io P aLiL 1 PAri 0 )1 I tA,e 11,CLIA,1-inA.AA-VaiA Signature of City Staff receivIng: % Pm HEAVY & HIGHWAY CONSTRUCTION PREVAILING WAGE RATES 2008 Air Tool Operator $10.06 Asphalt Distributor Operator $13.99 Asphalt Paving Machine Operator $12.78 Asphalt Raker $11.01 Asphalt Shoveler $ 8.80 Batching Plant Weigher $14.15 Broom or Sweeper Operator $ 9.88 Bulldozer Operator $13.22 Carpenter $12.80 Concrete Finisher, Paving $12.85 Concrete Finisher, Structures $13.27 Concrete Paving Curbing Machine Operator $12.00 Concrete Paving Finishing Machine Operator $13.63 Concrete Paving Joint Sealer Operator $12.50 Concrete paving Saw Operator $13.56 Concrete Paving Spreader Operator $14.50 Concrete Rubber $10.61 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel Operator $14.12 Electrician $18.12 Finger $ 8.43 Form Builder/Setter, Structures $11.63 Form Setter, Paving & Curb $11.83 Foundation Drill Operator, Crawler Mounted I $13.67 Foundation Drill Operator, Truck Mounted $16.30 Front End Loader Operator $12.62 Laborer, Common $ 9.18 Laborer, Utility $10.65 Mechanic $16.97 Milling Machine Operator, Fine Grade $11.83 Mixer Operator $11.58 Motor Grader Operator, Fine Grade $15.20 Motor Grader Operator, Rough $14.50 Oiler $14.98 Painter, Structures $13.17 Pavement Marking Machine Operator $10.04 Pipelayer $11.04 Reinforcing. Steel Setter, Paving $14.86 Reinforcing Steel .Setter, Structure $16.29 Roller Operator, Pneumatic, Self -Propelled $11.07 Roller Operator, Steel Wheel, Flat Wheel/Tamping $10.92 Roller Operator, Steel Wheel, Plant Mix Pavement $11.28 ScraperOperator $11.42 Servicer $12.32 Slip Form Machine Operator $12.33 Spreader B_ox Operator $10.92 Tractor Operator, Crawler Type $12.60 Tractor Operator, Pneumatic $12.91 Traveling Mixer Operator $12.03 Truck Driver, Lowboy -Float $14.93 Truck Driver, Single Axle, Heavy $11.47 Truck Driver, Single Axle, Light $10.91 Truck Driver, Tandem Axle, Semi -Trailer $11.75 Truck Driver, Transit -Mix $12.08 Wagon Drill, Boring Machine, Post Hole Driller Operator $14.00 Welder $13.57 Work Zone Barricade Servicer $10.09 2008 PREVAILING WAGE RATES CONSTRUCTION INDUSTRY Classification Hrly Rate Classification Hrly Rate AC Mechanic AC Mechanic Helper Acoustical Ceiling Mechanic Bricklayer/Stone Mason Bricklayer/Stone Mason Helper Carpenter Carpenter Helper Concrete Finisher Concrete Form Builder Drywall Mechanic Drywall Helper Drywall Taper Drywall Taper Helper Electrician (Journeyman) Electrician Helper Electronic Technician Electronic Technician Helper Floor Layer (Resilient) Floor Layer Helper Glazier Glazier Helper Insulator Insulator Helper Laborer Common Laborer Skilled Lather Painter Painter Helper Pipefitter Pipefitter Helper Plasterer Plasterer Helper $21.69 $12.00 $15.24 $19.12 $10,10 $16.23 $11.91 $13.49 $13.12 $14.62 $10.91 $13.00 $9.00 $20.20 $14.43 $19.86 $12.00 $20.00 $13.00 $18.00 $13.00 $14.78 $11.25 $10.27 $13.18 $16.10 $14.83 $8.00 $18.85 $12.83 $17.25 $12.25 Plumber Plumber Helper Reinforcing Steel Setter Roofer Roofer Helper Sheet Metal Worker Sheet Metal Worker Helper Sprinkler System Installer Sprinkler System Installer Helper Steel Worker Structural Concrete Pump Crane, Clamsheel, Backhoe, Derrick, D'Line Shovel Forklift Front End Loader Truck Driver Welder Weider Helper $20.43 $14.90 $10.00 $14.00 $10.00 $16.96 $12.31 $18.00 $9.00 $17.43 $20.50 $17.76 $12.63 $10.50 $14.91 $16.06 $9.75 Compliance with and Enforcement of Prevailing Wage Laws (a) Dutv to oav Prevailing wage Rates. The contractor shall comply with all requirements of Chapter 2258, Texas Government Code (Chapter 2258), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these contract documents. (b) Penalty for Violation. A contractor or any subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. (c) Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a contractor or subcontractor, the City shall make an initir ' -1rmination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the contractor or subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the contractor or subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. (d) Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 225 8.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the contractor or subcontractor and any affected worker do not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to paragraph (c) above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11 th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. (e) Records to be Maintained. The contractor and each subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the contractor in the construction of the work provided for in this contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of the Audit section of these contract documents shall pertain to this inspection. (f) Pav Estimates. With each partial payment estimate or payroll period, whichever is less, the contractor shall submit an affidavit stating that the contractor has complied with the requirements of Chapter 2258, Texas Government Code. (g) Posting of wage Rates. The contractor shall post the prevailing wage rates in a conspicuous place at the site of the project at all times. (h) Subcontractor Compliance. The contractor shall include in its subcontracts and/or shall otherwise require all of its subcontractors to comply with paragraphs (a) through (g) above. INN WEATHER TABLE AVERAGE DAYS INCHES SNOW/ICE MONTH RAINFALL (1) RAINFALL (2) PELLETS (3) JANUARY 7 1.80 1 por FEBRUARY 7 2.3 6 * MARCH 7 2.54 * APRIL 9 4.30 0 MAY 8 4.47 0 JUNE 6 3.05 0 JULY 5 1.84 0 AUGUST 5 2.26 0 SEPTEMBER 7 3.15 0 OCTOBER 6 2.68 0 NOVEMBER 6 2.03 0 DECEMBER 7 1.82 * ANNUALLY 80 32.30 1 (1) Average normal number of days rainfall, 0.01" or more. (2) Average normal precipitation. (3) One inch (1") or more. * Less than one-half inch (1/2"). Unseasonable weather is defined for contract purposes as rain/snow days which exceed the average number of days or inches of rainfall in any given month. This table is based on information recorded at the former Greater Southwest International Airport, Fort Worth, Texas, covering a period of 18 years. Latitude 32° 50' N, Longitude 97° 03' W, elevation (ground) 537ft. Pm Pm Pos P• Pm Pso PPR Pm VENDOR COMPLIANCE TO STATE LAW Section 2252.002, Texas Government Code, provides that, in order to be awarded a contract as low bidder, non-resident bidders (out-of-state contractors whose corporate offices or principal place of business are outside of the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbida non-resident bidder in order to obtain a comparable contract in the State in which the non-resident's principal place of business is located. The appropriate blanks in Section A must be filled out by all out-of-state or non-resident bidders in order for your bid to meet specifications. The failure of out-of-state or non-resident contractors to do so will automatically disqualify that bidder, Resident bidders must check the box in Section B. A. Non-resident vendors in (give state), our principal place of business, are required to be percent lower than resident bidders by state law. A copy of the statute is attached. Non-resident vendors in (give state), our principal place of business, are not required to underbid resident bidders. B. Our principal place of business or corporate office is in the State of Texas. Please Check or mark with an "X" BIDDER: (please print) ri\c"(Nad R\.\--\e‘rockch (please print) r��chcae� A . \-VeAmcd, (please print) City / State By:14)2...'i1i 51rAlt_CWSTIWatCtompany Signature: Y /! Title: \Ic PQes Lavzck-k 11 URZip'l IQ I I lQ THIS FORM MUST BE RETURNED WITH YOUR QUOTATION, VENDOR COMPLIANCE TO STATE LAW CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW Pursuant to V.T.C.A. Labor Code §406.96 (2000), as amended, Contractor certifies that P" it provides workers' compensation insurance coverage for all of its employees employed on City of Fort Worth Transportation and Public Works Department No.6475 and City of Fort Worth Project No. C200/541600/8083701358. P• PP P. Pm Pm C NTRACTOR ccwsizacTicm N.)c. BY: 44/0 0110/111 Name:Y6kC{'1aQl .1-460n1101 Title: \Cv"eS 1C��Ylt" Date: J4a 241 10 I 0 STATE OF TEXAS COUNTY OF TARRANT Wore me, the undersigned authority, on this day personally appeared (nCrael \uvich known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledge to me that he executed the same as the act and deed of �J4kS%Cu- r�1'i1.t C�L�iaY1 1YC1 for the purposes and consideration therein expressed and in the capacity therein stated. Given Under My Hand and Seal of Office this 2+ day of , 20 I . TRISH CASSADAY NOTARY PUBLIC STATE OF TEXAS MY COMM. EXP. 10-0641 Notary Public in and for the Stat Texas TO TIDE EMPLOYER/CONTRACTOR: Pursuant to Texas Worker's Compensation Commission Rule 110.1 10(d)(7), a contractor engaged in a building or construction project for a government entity is required to post a notice on each project site informing all persons providing services on the project that they are required to be covered by workers' compensation insurance. The notice required by this rule does not satisfy other posting requirements imposed by the Texas Workers' Compensation Act or other Commission rules. This notice must: (1) be posted in English, Spanish and any other language common to the employer's employee population; (2) be displayed on each project site; (3) state how a person may verify current coverage and report failure to provide coverage; (4) be printed with a title in at least 30-point bold type and text in at least 19-point normal type; and (5) contain the exact words as prescribed in Rule 110.11 0(d)(7) without additional words or changes. The notice on the reverse side meets the above requirements. Failure to post the notice as required by this rule is a violation of the Act and commission rules. The violator may be subject to administrative penalties. REQUIRED WORKERS' COMPENSATION COV ;RAGE The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee. Call the Texas Workers' Compensation Commission at 512-440-3789 to receive information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage. 1 1 1 1 1 1 :� 1 COBERTURA REQUERLL)A DE COMPENSACION PARR TRAI'AJADORES La ley requiere que cada persona trabajando en este sitio o proporciona servicios relacionados con este proyecto de construccion tiene que estar cubierto por aseguranza de compensation para trabajadores. Esto incluye personas que pro9porcionan, cargan, entregan equipo 0 materiales o proporcionan mano de obrra, transportan, o cualquier servicio relacionado con este proyecto, sin considerar la identidad del patron o estado del empleado. Llame a la Comision Tejana de Compensation para Trabajadores al 512- 440-3789 para recibir information de los requerimientos legales de cobertura, para verificar si su patron le ha proporcionado la cobertura requerida o para reportar falta del patron en proporcionarle cobertura. 4' +.r C L 111 " TYP. 4' Froje Fu tract . . • �11 t Title na FONTS: FORT WORTH LOGO 1N CHELTINGHAM.BOLD, ALL OTHER L'ETTERING.IN ARIAL BOLD COLORS: FO.RT WORTH - PMS 288 - BLUE LONGHORN LOGO - PMS.725 --BROWN LETTERING --PMS 288 --BLUE BACKGROUND • WHITE BORDER -BLUE 4° �_ _ (817) 392 - xxxxT_ 4" 2" 1. • Q:ueStjOflS on this P c 4 - 3" - 3" - 2 — After Hours CaU: (817) 392 - XXXX — Zz" i ^ TYP. -I NOTES: IF 'APPLICABLE TO THE .PROJECT, CONTRACTOR SHALL QBTAIN•VINYL STICKER''''C1TY GAS LEA30.REV ENUE IN ACTION" / LOGO: AT CDR-SJGN AND .E NG.RAVING, • 6311• EAST LLANC-ASTER AVE (81.7 451:-4684),. PEEL -AND PLACE IN FUNDINGSBCTIO:N, PROJECT DE.SIGNrATIO.N S1GN. CITY OF FORT WORTH - CON.S.TRUCT1C:N DRAWING NO. 1 - H DATE: TECHNICAL SPECIFICATIONS pm DIVISION 1 - GENERAL REQUIREMENTS pm SECTION 01100 - SUMMARY OF WORK The Contractor shall supply all superintendence and shall perform all work and furnish all labor, equipment, materials and incidentals necessary and complete all work as described in the plans pm and specifications. All construction and other work shall be done by the Contractor in accordance with the best engineering and construction practices for the skill or trade involved. The work to be accomplished under these plans and specifications for: PARKENG IMPROVEMENTS AT CARTER PARK am These plans and specifications were prepared by MJ Thomas Engineering, LLC. for the Parks pm and Community Services Department. The Transportation & Public Works Department will administer the contract and furnish inspection. �• In addition to project performance stated above, the Contractor shall also be responsible for: Pm sin OM P E 1. Setting all project layout dimensions and final finish grade elevations in accordance to plans. All such survey work shall be performed by a Registered Surveyor in the State of Texas and verification provided to the City that such survey work complies to plans and specifications. 2. Attend all project progress meetings as scheduled by the City and provide updated project schedules within 3 calendar days upon request by the City. 3. Obtaining all necessary permits applicable to this project through the City of Fort Worth Planning and Development Department — Development Division — Plans Exam. Permit fees shall be waived. The Contractor shall be responsible for obtaining permits when either water or electrical service is required for the project and give all notices necessary and incidental to the due and lawful prosecution of the work. 4. The applicable items contained in the Standard Specifications for Street and Storm Drain Construction for the City of Fort Worth, Texas, shall apply to this contract just as though each were incorporated in these documents. Where the provisions or specifications contained in those documents are contrary to this publication, this publication shall govern. In case of conflict between plans and specifications, the plans shall govern. A copy of the Standard Specifications for Street and Storm Drain Construction can be purchased at the office of the Transportation and Public Works Department , 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth, Texas. GENERAL REQUIREMENTS SECTION 01135 - CONTRACT TIME 1.01 PROGRESS AND COMPLETION Upon receipt of a notification letter and the executed construction contract, the Contractor shall be responsible for scheduling a preconstruction conference, which shall be held no later than ten working days from the date of the notification letter. At the time of the preconstruction conference , a construction start date shall be established and indicated in the Notice to Proceed (Work Order) issued by the Transportation and Public W arks. Department. The Contractor shall begin the work to be performed under the contract on or before ten working days from the date the Work Order is issued. The Contractor shall carry the work forward expeditiously with adequate forces and shall complete it within the period of time stipulated in the contract. 1.02 LIQUIDATED DAMAGES This project shall be completed within the specified days allowed, to include contract time specified at award of contract plus any additional contract time added through executed Change Orders. If project construction exceeds the allotted contract time, liquidated damages will be assessed on the total amount of contract, to include contract amount increases due to Change Order work, as stipulated in the Citv of Fort Worth Standard Specification. for Street and Storm Drain Construction — Item No. 8.6 — Failure to Complete Work On Time: Pg. 27 - 28. Amount of Contract Liquidated Damages Per Day $50,000 - $100,000 $154 $100,001 - $500,000 $210 $500,001 - $1,000,000 $315 $1,000,001 - $2,000,000 $420 $2,000,001 - $5,000,000 $630 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. SECTION 01140 - ALTERNATIVES GENERAL REQUIREMENTS r 2 w O M NIP N MI nip mil The City reserves the right to abandon, without obligation to the contractor, any part of the pm project (subject to conditions set forth in Section 01150 - Payment to Contractor) or the entire project at any time before the Contractor begins any construction work authorized by the City. SECTION 01150 - PAYMENT TO. CONTRACTOR, PROJECT ACCEPTANCE & WARRANTY 1.01 SCOPE OF PAYMENT: The Contractor shall accept the compensation as provided in the contract in full payment for furnishing and paying for all materials, supplies, subcontracts, labor, tools and equipment necessary to complete the work of the contract; for any loss or damage which may arise from the nature of the work from the action of the elements, or from any unforeseen difficulty which may be encountered in the prosecution of the work, until the final acceptance of the work by the City; for all risks of every description connected with the prosecution of the work; for all expenses Pm and damages which might accrue to the Contractor by reason of delay in the initiation and prosecution of the work from any cause whatsoever; for any infringement of patent, trademark or copyright, and for completing the work according to the plans and/or - specifications. The payment of any current or partial estimate shall in no way affect the obligations of the Contractor to repair or ve, at his own expense, the defective parts of the construction or to replace any uefective materials used in the construction, and to be responsible for all damages due to such defects if such defects or damages are discovered on or before the final inspection and acceptance of the work. Pm P• Pm Pm 1.02 Partial pay estimates shall be submitted by the Contractor or prepared by the City on the 1st day and 15th day of each month that the work is in progress. Estimates will be paid within 25 days following the end of the estimate period, less the appropriate retainage as set out below. Partial pay estimates may include acceptable nonperishable materials delivered to the work place which are to be incorporated into the work as a permanent part thereof, but which at the time of the pay estimate have not been so installed. If such materials are included within a pay estimate, payment shall be based upon 85% of the net invoice value thereof. The Contractor will furnish the Engineer such information as may be reasonably requested to aid in the verification or the preparation of the pay estimate. 1.03 It is understood that the. partial pay estimate amounts will be approximate only, and all partial pay estimates and payment of same will be subject to correction in the estimate rendered following the discovery of the mistake in any previous estimate. Payment of any partial pay estimates shall not be an admission on the part of the Owner of the amount of work done or of its quality or sufficiency or as an acceptance of the work done; nor shall same release the Contractor of any of its responsibilities under the Contract Documents. 1.04 The City reserves the right to withhold the payment of any partial estimate if the Contractor fails to perform the work in strict accordance with the specifications or other GENERAL REQUIREMENTS .3.. NIP provisions of this Contract. NOP 1.05 Retainage For contracts of less than $400,000 at the time of execution, retainage shall.be 10 percent. For contracts of $400,000 or more at the time of execution, retainage shall be 5 percent. The Contractor will receive full payment for work, less retainage, from the City, on each partial payment period. Payment of the retainage will be included with the final payment after acceptance of the project being complete. 1.06 Contractor shall pay subcontractors in accord with the subcontract agreement within five business days after receipt by Contractor of the payment by City. Contractor's failure to make the required payment to subcontractors will authorize the City to withhold future payments from the Contractor until compliance with this paragraph is accomplished. 1.07 Contractor hereby assigns to City any and all claims for overcharges associated with this contract which arise under the antitrust laws of the United States, 15 U.S.C.A. Sec. 1 et seq (1973). 1.08 INCREASED OR DECREASED QUANTITIES: The Owner reserves the right to alter the quantities of the work to be performed or to extend or shorten the improvements at any time when and as found to be necessary, and the Contractor shall perform the work as altered, increased or decreased at the unit prices. Such increased or decreased quantity shall not be more than 25 percent of the contemplated quantity of such item or items. When such changes increase or decrease the original quantity of any item or items of work to be done or materials to be furnished by the 25 percent or more, then either party to the contract shall upon written request to the other party be entitled to a revised consideration upon that portion of the work above or below the 25 percent of the original quantity stated in the proposal; such revised consideration to be determined by special agreement or as hereinafter provided for "Extra Work." No allowance will be made for any changes in anticipated profits nor shall such changes be considered as waiving or invalidating any conditions or provisions of the Contract Documents. 1.09 PAYMENT FOR EXTRA WORK: Extra work performed by the Contractor, that is authorized and approved by the City Engineer, will be paid for under "Change orders" made in the manner hereinafter described, and the compensation thus provided shall be accepted by the Contractor as payment in full for all labor, subcontracts, materials, tools, equipment and incidentals, and for all supervision, insurance, bonds and all other expense of whatever nature incurred in the prosecution of the extra work. Payment for extra work will be made under one of the following types of "Change orders" to be selected by the City: A. Method "A". By unit prices agreed upon in the contract or in writing by the Contractor and City Engineer and approved by the City Council before said extra work is commenced subject to all other conditions of the contract. GENERAL REQUIREMENTS -4- IPPo PPR 1.10 B. Method "B". By a lump sum price agreed upon in writing by the Contractor and City Engineer and approved by the City Council before said extra work is. commenced, subject to all other conditions of the contract. C. Method "C". By actual field cost of the work, plus 15 percent as described herein below, agreed upon in writing by the Contractor and City Engineer and approved by the City Council after said extra work is completed, subject to all other conditions of the contract. In the event extra work is to be performed and paid for under Method "C", the actual field costs of the work will include the cost of all workmen, foremen, timekeepers, mechanics and laborers working on said project; all used on such extra work only, plus all power, fuel, lubricants, water and similar operating expenses; and a ratable proportion of premiums on performance and payment bonds, public liability, workmen's compensation and all other insurance required by law or ordinance. The City Engineer 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 extra work will be performed by the Contractor as an independent contractor and not as an agent or employee of the City. The 15 percent of the actual field cost to be paid the Contractor shall cover and compensate him for profit, overhead, general supervision and field office expense, and all other elements of cost and expense not embraced within the actual field cost as herein specified. The Contractor shall give the City Engineer access to all accounts, bills, invoices and vouchers relating thereto. DELAYS: If delay is caused by specific orders given by the City to stop work, or by the performance of extra work, or by the failure of the City to provide material or necessary instructions for carrying on the work, then such delay will entitle the Contractor to an equivalent extension of time, his application for which shall, however, be subject to the approval of the City Council; no such extension of time shall release the Contractor or the surety on his performance bond from all his obligations hereunder which shall remain in full force until the discharge of the contract. CLAIMS AND DAMAGES: Any claims for extra work or for any other related matter or cause must be made in writing to the City Engineer within seven calendar days from and after the cause or claim arises. Unless such claim is so presented, it shall be held that the Contractor has waived the claim, and he shall not be entitled to receive pay thereof. 1.12 TRANSPORTATION: No allowance or deduction will be made for any charge of freight rates. No allowance for transportation of men, materials or equipment will be allowed. 1.13 ACCEPTANCE AND FINAL PAYMENT: The City, upon receipt of the Director's "Certificate of Completion" and "Final Estimate" and upon receipt of satisfactory GENERAL REQUIREMENTS - 5 - NM evidence from the Contractor that all subcontractors and persons furnishing labor or materials have been paid in full and all claims of damages to property or persons because of the carrying on of this work have been resolved, or the claims dismissed or the issues joined, shall certify the estimate for final payment after previous payments have been deducted and shall notify the Contractor and his surety of the acceptance of the project. Bills Paid Affidavit and Consent of Surety shall be required prior to final payment becoming due and payable. In the event that the Bills Paid Affidavit and Consent Of Surety have been delivered to the City and there is a dispute regarding (1) final quantities, or (2) liquidated damages, the City shall make a progress payment in the amount that the City deems due and payable. On projects divided into two or more units, the Contractor may request a final payment on one or more units which have been completed and accepted. On delivery of the final payment, the Contractor shall sign a written acceptance of the final estimate as payment in full for the work done. All prior partial estimates shall be subject to correction in the final estimate and payment. 1.14 WAR. ANTY: The Contractor shall be responsible for defects in this project due to faulty workmanship or materials, or both, for a period of two (2) years beginning as of the date that the final punch list has been completed and the prof ect accepted by the City as of the date the final punch list has been completed, as evidenced by a written statement signed by the Contractor and the City. The contractor will be required to replace, at own expense, any part, or all, of this project which becomes defective due to these causes. SECTION 01300 -- SCHEDULE SUBMITTALS Prior to construction, the Contractor shall furnish the Parks and Community Services Department a schedule outlining the anticipated time each phase of construction will begin and be completed, including sufficient time for turf establishment (if applicable) and project clean-up. SECTION 01400 -QUALITY CONTROL The Contractor will receive all instructions and approvals from the Director - Transportation & Public Works and/or his assigned inspectors. The inspector will be introduced to the contractor prior to beginning work. Any work done at the direction of any other authority will not be accepted or paid for. Final approval for the finished project shall be given by the Director of Transportation and Public Works Department, City of Fort Worth. The Contractor or a competent and reliable superintendent shall oversee the work at all times. The superintendent shall represent the Contractor in his absence and all directions given to him shall be binding as if given to the Contractor. MEI GENERAL REQUIREMENTS - 6 w PI SECTION 01410 - TESTING All tests made by the testing laboratory selected by the City will be paid for by the City. In the event manufacturing certificates are requested, they shall be paid for by the Contractor. SECTION 01500 - TEMPORARY FACILITIES AND CONTROLS 1•0 The Contractor shall take al] precautions necessary to protect all existing trees, shrubbery, sidewalks, buildings, vehicles, utilities, etc., in the area where the work is being done. The Contractor shall rebuild, restore, and make good at his own expense all injury and damage to same which may result from work being carried out under this contract. The utility lines and conduits shown on the plans are for information only and are not guaranteed by the Owner to be accurate as to location and depth; they are shown on the plans as the best information available from the owners of the utilities involved and from evidences found on the ground. The Contractor shall determine the exact location of all existing utilities and conduct his work to prevent interruption of service or damages. pi SAFETY RESTRICTIONS - WORK NEAR HIGH VOT TAGE LINES 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 shovel, drilling rigs, pile drivers, hoisting equipment or similar machinery. The warning sign shall read as follows: "WARNING - UNLAWFUL TO OPERATE THIS EQUIPMENT pi WITFUN SIX FEET OF HIGH VOLTAGE LINES." Equipment that may be operated within six feet of high voltage lines shall have an insulating cage -type guard about the boom or arm, except backhoes or dippers, and insulator links on the lift hood connections. When necessary to work within six feet of high voltage electric lines, the Contractor shall notify power company (TU Electric or the appropriate power supplier) to erect temporary mechanical barriers, de -energize the line, or raise or lower the line. The contractor shall maintain a log of all such correspondence. The Contractor is responsible for all costs incurred. SECTION 01640 - PRODUCT SUBMITTAL AND SUBSTITUTION OPTIONS um 1.01 GENERAL — The successful Prime Bidder / contractor shall provide product nomenclature data for both specified products and products to be considered as "Or Equal" substitutions. Product substitution of 'Or Equal' products will be considered only after award of contract as noted in item No.15 of Special Instructions To Bidders. GENERAL REQUIREMENTS -7- log For approval of specified products and / or consideration of product substitutions, send submittals to: Kenny Sims, Project Manager (817) 392-7932 Parks and Community Services Department 4200 S. Freeway Suite 2200 Fort Worth, Texas 76115-1499 MIN alp A. Submittal approval process of specified products and consideration of "Or Equal" .� products: 1. Product substitutions will be considered only after execution of contract between the successful Bidder / Prime Contractor and the City. Only the successful Bidder 1 Prime Contractor may submit product submittals of specified and "Or Equal' products for approval and consideration for approval to the Project Manager and shall be required to be submitted at the scheduled Pre - Construction Conference meeting. Submittals for "Or Equal" product substitution not provided at the Pre -Construction Conference meeting will not be considered. 2. Two (2) submittal copies of all specified products provided to the Project Manager shall include the following data: a. Name and address of manufacturer b. Trade name c. Model or catalog designation d. Manufacturer's data 1. Performance and test data 2. Reference standards 3. Two (2) submittal copies of "Or Equal" products provided to the Project Manager for consideration shall include the following data: a. Complete data substantiating compliance of proposed substitution with Contract Documents b. Product identification, including manufacturer's name and address. c. Manufacturer's literature: 1. Product description 2. Performance and test data 3. Reference standards 4. Examples, if requested. d. Name and address of similar projects on which product was used, and date of installation. B. In making request for the use of "Or Equal" product substitution, the successful Bidder / Prime Contractor represents: GENERAL REQUIREMENTS -8- MIN mut mig MN Pm 1. That the Bidder / Contractor has personally investigated proposed product or method, and determined that it is equal or superior in all respects to that specified. 2. That the Prime bidder / Contractor will provide the same guarantee (or better) for substituted product or method specified. 3. That the Prime Bidder / Contractor will coordinate installation of accepted substitution into work, making such changes as may be required for work to be complete in all respects. 4. That the Prime Bidder / Contractor waives all claims for additional costs related to substitution if subsequently accepted by the Project Manager. C. Substitutions will not be considered if: 1. They are indicated or implied on shop drawings or project data submittals without formal request submitted in accord with Paragraph 1.04. 2. Acceptance will require substantial revision of Contract Documents. D. Specified material shall not be ordered by the Contractor until such time product material submittals have been received, reviewed and approval provided by the Project Manager. SECTION 01700 - PROJECT CLOSEOUT 1.01 CLEAN - UP The Contractor shall make final clean-up of the construction area, to the satisfaction of the, Parks and Community Services Department, as soon as construction in that area is completed. Clean-up shall include removal of all construction materials, pieces of concrete, equipment and/or other rubbish. No more than five (5) days shall elapse after the completion of construction before the area is cleaned. Surplus materials shall be disposed of by the Contractor, at this own expense, and as directed by the Parks and Community Services Department. Cleaning of equipment by Contractor or Subcontractor, such equipment as cement mixers, ready -mix trucks, tools, etc., shall take place in an area designated by the Parks and Community Services Department. SECTION 01800 - CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services GENERAL REQUIREMENTS -9. NIB to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not anv such .injury. damage or death is caused. In whole or - in Dart. by the negligence or alleged negligence of owner, its officers, servants or employees. Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and employees and any •�. damage, loss or destruction to property of the Owner arising from the performance of any of the terms and conditions of this Contract, whether or not anv such injury or damage is caused in whole or in part by the negligence or alleged negligence of owner. its officers. servants or .�. pi Iovees. In the event Owner receives a written claim for damages against the Contractor or its .., subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if he deems appropriate, refuse to accept bids on any other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work p erform ed un c . -,r a City Contract. END OF DIVISION GENERAL REQUIREMENTS - 1 0 - Emu mei MIR O w Po P E 110 OP P E SECTION 02200 - SITE PREPARATION PART 1- GENERAL 1.01 SUMMARY A. Section includes: Clearing the site of vegetation, site improvements and obstructions to make way for new work. 1.02 PROJECT CONDITIONS A. Existing Conditions: Contractor shall visit the site and verify the nature and extent of clearing work required. B. Protection: Contractor shall be responsible for the protection of adjoining property and improvements outside the limits of the work. Protect paving from damage by heavy equipment and trucks. Take precautions to prevent injury to trees which are to remain. PART 2 - PRODUCTS Not Used. PART 3 - EXECUTION 3.01 PERFORMANCE A. Clearing: 1. Remove trees, shrubs and other vegetation from within the area of the site where shown on the drawings. Grub out roots to a depth of at least 18 inches below natural grade. 2. Dig out and remove buried obstructions to a depth of 24" below natural grade or 24" below the intended excavation elevation, whichever is lower. 3. Unless otherwise specified on the drawings, trees with calipers greater than 3" P m shall not be cleared (removed). B. Pavement Removal 1. Bituminous and concrete pavements shall be removed to neatly sawed edges. Saw cuts shall be made full depth. If a saw cut in concrete pavement falls within 3' of an existing score joint, construction joint, saw joint, cold join, expansion joint, or edge, the concrete shall be removed to that joint or edge. All saw cuts shall be parallel and/or perpendicular to the line of existing pavement. If an edge of a cut is damaged subsequent to saw cutting, the concrete shall again be sawed to a neat, straight line for the purpose of removing the damaged area. • C. Disposal: SITE PREPARATION 02200 -1- 1. Clean up and remove from the site existing stumps, logs, broken paving rubble, and trash. 2. Clean up and remove from the site the stumps, logs, broken paving, rubble and debris resulting from the clearing and grubbing operations. 3. Material to be wasted shall be legally disposed of off -site. 4. Burning of combustible materials on the site will not be permitted. 3.02 BACKFILLING A. All holes, cavities, and depressions in the ground caused by site preparation operations will be backfilled and tamped to normal compaction and will be graded to prevent ponding of water and to promote drainage. In areas that are to be immediately excavated, the ArchitectlEngineer may permit holes, etc., to remain open. 3.03 STORM WATER MANAGEMENT PRACTICES A. During the progress of the work, the contractor shall maintain existing storm water erosion and silt control measures in place at the site and shall provide additional erosion control barriers, silt fences, and other techniques in accordance with best may- ; 'ment practices. Refer to Section 02201 for additional requirements and land axsturbance permit requirements. END OF SECTION SITE PREPARATION 02200 _2_ .o imp ion mg PI Pio P R PP P R SECTION 02201 -EARTHWORK (SITE) PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: Excavating, filling, backfilling, grading, and compacting of earth at the site. B. Related Sections: Section 00220 — Geotechnical Data Section 01400.— Quality Requirements (Architectural Section) Section 01563 — Erosion & Sediment Control Plan Section 02100 - Site Preparation. Section 02217 Trenching, Backf lling and Pipe Embedment. Section 02220 — Trench Safety Section 02240 - Soil Stabilization — (Lime) Section 02247 — Lime Stabilized Subgrade. Geotechnical Data 1.02 REFERENCES A. American Society for Testing and Materials (ASTM): 1. ASTM D 698-78 Tests Methods for Moisture -Density Relations of Soils and Soil -Aggregate Mixtures, Using 5.5-1b. Rammer and 12-in. Drop. p• 1.03 SUBMITTALS A. Samples: Submit in accordance with Section 01300. Submit material analysis results of existing and imported (if required) topsoil from a testing laboratory indicating compliance with these specifications. Any topsoil delivered to the site which does not comply with the approved sample shall be re -tested at the Contractor's expense and replaced. B. Test Reports: 1. Submit copies of test reports in accordance with Section 01400 Quality Requirements. 2. Submit copies of test reports for select fill material. No select fill material, if required, shall be delivered to the site until after the tests have been made and test reports confirmed. 3. Compaction Tests: Submit copies of compaction test reports. 1.04 QUALITY ASSURANCE A. Laboratory Control: Select fill material and imported topsoil, if required, shall be EARTHWORK 02300 • inspected and tested by an independent testing laboratory. 1. Testing laboratory shall make tests for the soil from the selected source to •� determine that it meets the specified requirements for select fill and imported topsoil. 1.05 PROJECT CONDITIONS A. Temporary Sheeting: Shore and sheet excavations to protect utilities and to prevent cave-in. Maintain sheeting secure until permanent construction is in place. Remove sheeting as excavations are backfilled. B. Drainage: Provide for adequate surface drainage during construction to keep the site free of surface water without creating a nuisance in adjacent areas and in accordance with the erosion control plan. C. Pumping: Keep the excavations free of water at all times by pumping or other means. This shall be the responsibility of the Contractor regardless of the cause, source, or nature of the water. D. Protection: 1. Property: Protect adjoining property, including improvements outside the limits of the work. Protect walks, curbs, and paving from damage by heavy equipment and trucks. 2. Trees: Protect tops, trunks, and roots of trees on the site which are to remain. Box or fence trees vulnerable to damage during construction. Remove interfering branches with care and cover scars with tree paint. Do not permit fires, storage of materials or excavation within the branch spread of trees to remain. PART 2 - PRODUCTS 2.01 SOIL MATERIALS A. Topsoil: 1. Topsoil on the paving site areas shall be stripped, cleaned of grass, roots and debris to a depth of between 4" to 6" and stockpiled for later use. 2. Imported topsoil, as required. a. Contractor shall haul and place imported topsoil obtained from an off -site sources as necessary to construct the topsoil layer and various other details of the construction drawings. All costs related to such imported topsoil fill will be included in the contract price, and no additional or separate payment for imported fill will be due to Contractor. b. Topsoil shall be secured from an approved off -site location. It EARTHWORK 02300 - 2 - IIN O M In O m Pm • 1. PP shall be: 1) Natural, fertile, friable agricultural soil, having characteristics of representative productive soils in the vicinity, and obtained from naturally well -drained areas. 2) Topsoil shall not be excessively acid or alkaline nor contain toxic substances. 3) Topsoil shall be without admixture of subsoil and shall be reasonably free from clay lumps, stone, stumps, roots, live plants, or similar substances one inch or more in diameter, debris, or other objects which might be a hindrance to planting operations. 4) Topsoil shall be free from Johnson grass (Sorgum halepense), nut grass (Cyperus rotundus), and objectionable weeds. c. The soil texture shall be classified as loam or sandy loam according to the "soil triangle" published by the United States Agriculture Department and the following Criteria: 1) Sand (2.0 to 0.05 mm dia.)(No. 10 sieve): Loam 25-50%; Sandy Loam 45-85%. 2) Silt (0.05 to 0.002 mm dia.)(No. 270 sieve): Loam 30-50%; Sandy Loam less than 50%. 3) Clay (smaller than 0.002 mm dia.)(Hydrometer Analysis): Sandy Loam less than 50%. 4) Natural organic content: Not less than 1.5%. 5) pH of Soil: Not more than 7.6. 6) Soil texture shall be determined by utilizing processes as prescribed in ASTM D 422 using the No. 10 and No. 270 sieves and a hydrometer analysis. 3. Unsuitable Materials: Topsoil or unclassified fill will be declared as "unsuitable" by the Architect if, in his opinion, any of the following conditions or matter and articles are present to a degree that is judged detrimental to the proposed use of the material: 1. Moisture. 2. Decayed or un-decayed vegetation. 3. Hardpan clay, heavy clay, or clay balls. 4. Rubbish. 5. Construction rubble. 6. Sand or gravel. 7. Rocks, cobbles, or boulders. 8. Cementitious matter. 9. Foreign matter of any kind. EARTHWORK 02300 -3- 4. Unsuitable materials shall be disposed of as "waste" as specified in Section 02100. 5. Wet Material: If fill material is unsatisfactory for use as embankment solely because of high moisture content, the Architect may grant the Contractor permission to process the material to reduce the moisture content to a usable optimum condition. B. Unselected Earth Fill: Clean, sandy soil free of organic matter and refuse, roots, clay lumps and rocks larger than 2". C. Granular Fill: Clean gravel or crushed rock graded to produce a mixture passing 1-3" sieve and retained on '/4" sieve. Granular fill for areas to be covered with membrane waterproofing shall be clean pea gravel graded no larger than 3". D. Free -Draining Fill: Coarse sand of sand gravel mixture with less than 12% passing a No. 200 sieve, and a Plasticity Index less than 4. PART 3 - EXECUTION 3.01 PREPARATION A. Remove grass, weeds, roots and other vegetation from areas to be excavated, filled and graded. Fill stump holes and like small excavations with suitable material placed in lifts and thoroughly tamped. B. Scarify the subgrade soil in place to a depth of 6 inches and compact to between 95 and 100 percent of Standard Density, at or above optimum moisture content, in accordance with ASTM D 698. 3.02 EXCAVATION A. General: Excavate to the lines, grades and sections shown on the drawings. Allow space for the construction of forms. Excavate as required regardless of the condition or type of material encountered. 1. Cut areas accurately to the indicated cross -sections and grades. Take care to prevent excavation below the grades indicated. Any bottoms and slopes that are undercut shall be backfilled with earth fill and compacted. 2. Finish the excavating required for graded areas to a tolerance of 0.10 foot above or below the rough grade. 3. Remove underground obstructions except for piping and conduit which shall be handles as specified in Section 01010. 3.03 WASTING A. Surplus excavated material not suitable or required for embankment fill and backfill shall be wasted off site in a legal matter. EARTHWORK 02300 -4- ON Po 3.04 FILL AND BACI,FILL A. Filling: Construct compacted fills to the lines, grades and sections shown on the drawings. 1. Complete stripping and wasting operations in advance of fill construction. 2. Deposit and mix fill material in horizontal layers not more than 8" deep, loose measurement. Manipulate each layer until the material is uniformly mixed and pulverized. 3. Fill material shall have a moisture content at or slightly above the optimum, to achieve specified compaction. If fill is too wet, dry by aeration to achieve desired moisture content. If fill is too dry, add water and mix in by blading and discing to achieve desired moisture content. 4. Exercise care to prevent movement or breakage or walls, trenches, and pipe during filling and compaction. Place fill near such items by means of light equipment and tamp with pneumatic or hand tampers. B. Backfilling: Construct compacted fill against and around concrete beams below finish grade. 1. Do not backfill until underground construction has been inspected, tested and approved, forms removed, and the excavations cleaned of trash and debris. 2. Do not backfill against bearn 4 until all of the permanent structural concrete supports and bracing members are in place or until adequate shoring has been erected to prevent displacement and deflection of the beams under horizontal load. Exercise care in the placing and compacting of backfill so as not to damage the structure in any way. 3. Bring backfill to required grades by depositing material in horizontal layers not more than 8" deep, loose measurement. 3.05 COMPACTION A. Compact each layer of earth fill and backfill thoroughly and evenly until there is no evidence of further compaction and a solid and uniform density is secured. 1. Equipment for compacting shall be sheepsfoot and rubber tired rollers or other compactors capable of obtaining the required density. Compact the fill with power tampers and by hand in areas not accessible to rollers. 2. Compact each layer of fill to the density listed below as a function of the location. The required density in each case is indicated as a percentage of the maximum dry unit weight determined using the standard compaction test ASTM D 698. 3. Compact fill to the density listed below at a moisture content per the geotechnical report. a. Material under paving 95 to 100%. b. Material under lawn areas 85 to 90%. EARTHWORK. 02300 -5- c. Material adjacent to retaining walls 93 to 98%. 3.06 FINE GRADING A. All fine grading and corresponding construction shall be performed as specified herein, and the complete work shall conform to the required lines, grades, and cross sections of the plans. 1. The maximum allowable deviation from the required finished grades of a line or plane shall be a slope (gradient) of plus or minus 0.5% in a horizontal dimension of 8' maximum. This shall be field tested by using an 8' long straight edge. If the surface has a deviation of more than V4" above or below the midpoint of the straight edge when its ends rest on high or low points, the finished grade will be unsatisfactory and shall be immediately corrected. B. Road and Parking Lot Subgrade: Fine grading of the concrete road and parking lot subgrade shall be performed after final mixing and compaction of the lime treated subgrade (Base Bid) or cement treated subgrade (Alternate Bid) is satisfactorily performed. Fine grading may be executed with a combination of a light roller and road grader. Sr Specification Section 02240. C. Concrete Walks: Fine grading of concrete walk subgrades shall be scarified to a 6" depth and recompacted to 95% of ASTM D 698 at a moisture content between -1%and+3%. D. Athletic Fields (if shown on plans): Fine grading of the athletic fields shall be performed as a final step after placing imported topsoil and mixing of the soil amendments. 1. Topsoil shall first be placed and compacted to normal density, minimum 90% of Tex-113-E Density, at a depth of 8" sand shall be graded to within 0.05 foot of finished grade. 2. Fine grading shall be executed over all athletic field playing areas by the placement and use of final grade stakes or "blue tops" as directed on the grading plan. Final grade stakes shall be placed at intervals not to exceed 50' along the exact contour lines as dimensioned on the grading plan. The stakes will be driven to the exact even foot elevation of the contour and will then be painted a bright color on top or be marked with a brightly colored plastic attachment. 3. Fine grading will then be executed with any or all of the following machinery; road grader, tractor box blade, discing machinery, weighted spike harrow, and weighted drags. Bulldozer blades or front end loader buckets are not acceptable devices for fine grading operations. 4. The use of a watering truck to moisten dried and hardened areas may be necessary. 5. It is anticipated that some areas will be loosened and pulverized with discing machinery and will then be recompacted to normal density before EARTHWORK 02300 - 6 - fine grading. 6. Satisfactorily fine graded areas shall be true in plane, even in gradient (slope), uniform in surface texture, free of rocks greater than %" in diameter, and of normal compaction. Areas of loose granular soil pockets interspersed with over -compacted soils are not acceptable. Fine graded areas shall promote complete surface drainage, be ready for turfgrass planting, and assure playability. E. Timing 1. Fine grading will not begin until all underground utilities are complete, in place, tested to be working properly, and properly backfilled. Fine grading should not be attempted until construction which involves heavy vehicles is complete or nearly complete. Such vehicles cause rutting and over -compaction. 2. After fine grading is accomplished, it shall be the contractor's responsibility to protect all the fine graded areas from vehicular traffic or other disruptive activities. Damages to the fine graded surfaces will be restored to a satisfactory condition as prescribed herein until the job is finished and accepted. F. Site Grading: Shape and finish earthwork to bring the site to the finish grades and elevations shown on the drawings. 1. Establish grades by means of grade stakes placed at corners of units, at abrupt changes of grade, and elsewhere as may be required. 2. Rough grade for walks, paving, and site improvements to the subgrade elevations required. Soft and unstable material which will not readily compact when rolled or tamped shall be removed and the resulting depressions filled with stable material and re -compacted. 3. Finish grade to the finish contours and spot grades shown. Extend cuts and fills to feather out beyond the last finish contour or spot grade shown. Grade to uniform levels and slopes between points for which elevations are given, round off abrupt changes in elevation, and finish off smoothly. Finish grades shall slope away from the building in all directions to assure proper drainage. G. Grading Around Trees: Refer to landscape specifications 3.07 PLACING TOPSOIL A. Prior to placing topsoil, scarify subgrade to a depth of 6". Following scarification, topsoil shall be spread in one lift. The in place depth of the topsoil shall be 6". Topsoil shall be compacted to the approximate density of undisturbed soil. If there is insufficient stockpiled topsoil from on -site sources to complete the work, bring in topsoil from off -site sources as needed (topsoil for athletic fields shall be imported). After topsoil has been placed, blade, roll lightly, and rake as required to comply with 3.08, B below. EARTHWORK 02300 - 7 - B. After placement of topsoil, Contractor shall eliminate all low or hollow places that would allow water to stand or pond during rainfall or during operation of lawn irrigation systems. The area shall be free of all natural debris and shall also be free of all clods and rocks which are �I4" in size or larger. 3.08 FIELD QUALITY CONTROL A. Compaction Tests: Field density testing of the select fill material under the paving and at perimeter grade beam shall be performed by an Independent Testing Laboratory. 1. Testing laboratory shall make one in place density test for each 5,000 sq. ft. of area per lift, but in no case less than two tests, and one test per 100 linear feet of backfill area adjacent to grade beams, to insure that the specified density is obtained. B. Compaction Tests: Field density testing of fill material shall be performed by an Independent Testing Laboratory. 1. Testing laboratory shall make one in place density test for each 5,00E sq. ft. of area per lift, but in no case less than two tests, and one test per 100 linear feet of backfill area adjacent to grade beams, to insure that the specified density is obtained. END OF SECTION EARTHWORK 02300 Nip gni sup Eli me IP low Pm P. P• Pm IP 110 SECTION 02580 - PAVEMENT MARKINGS PART 1- GENERAL 1.01 RELATED DOCUMENTS A. Provisions established within the General and Supplementary General Conditions of the Contract, Division 1 - General Requirements, and the Drawings are collectively applicable to this Section. 1.02 SUMMARY A. Section Includes: Pavement marking on concrete paving. B. Related Sections: Section 02510 - Portland Cement Concrete Paving and Curbs 1.03 REFERENCES A. Federal Specification (Fed. Spec.) Fed Spec. TT-P-115E Paint, Traffic, Highway, White, and per City requirements, color for fire lanes. 1.04 PROJECT CONDITIONS A. Environmental Requirements: Apply paint when ambient temperature is 50°F or above, and relative humidity is below 85%. 1.05 QUALITY ASSURANCE A. Installer: Shall have a minimum of 2 years experience in the layout and striping of parking lots. B. Job Conditions: Do not apply marking paint when weather is foggy or rainy, or ambient or pavement temperatures are below 40°F, nor when such .conditions are anticipated during eight hours after application. 1.06 SUBMITTALS A. Submit manufacturer's product data and installation instructions. B. Substitutions: Submit in accordance with SECTION 01300 SUBMITTALS. PART 2 - PRODUCTS 2.01 MATERIALS A. Traffic Paint: Fed. Spec. TT-P-115E, Type III alkyd -chlorinated rubber -chlorinated paraffin marking paint. Fire lane stripes shall be per City requirements. Provide PAVEMENT MARKINGS MM580 Premium Chlorinated Rubber Base Paint as manufactured by Highway Signs & Paint, Inc. (Phone 214-446-1605). B. Cleaning Solvent: VM & P Naphtha. 2.02 EQUIPMENT A. Applicators: Hand -operated push type marking machine or conventional airless spray equipment with guide lines and templates. PART 3 - EXECUTION 3.01 PREPARATION A. Surface Conditions: Clean and dry free from dirt, loose paint, oil, grease, wax, and other contaminants. B. Concrete Surfaces: Allow concrete to cure a minimum of 90 days prior to application of marking paint. C. Existing Concrete and Asphalt Surfaces: Shall be swept clean of all debris, including grease. D. Equipment Condition: Clean previously used paint and solvent from application equipment, using VM & P Naphtha. E. Paint: Stir contents thoroughly from bottom of container. Do not thin paint. F. Locate markings as indicated on Drawings. Provide qualified technician to supervise equipment and application of markings. Lay out markings using guide lines, templates and forms. G. Allow paving to cure before painting as required by manufacturer of traffic paint. 3.02 APPLICATION A. Fire Lane Striping: Stripe fire lanes as shown on the plans and as required to meet City requirements. B. Directional Striping and Painting: Stripe and paint all directional stripes pavement markings. END OF SECTION PAVEMENT MARKINGS 02580 _2- SECTION 02622 - PAVEMENT MARIUNG ON ASPHALT PART 1- GENERAL 1.01 SCOPE A. Provide pavement markings on new and/or existing paving. 1.02 QUALITY ASSURANCE A. Material specified is product of Neyra Industries, Inc., Cincinnati, Ohio. PART 2- PRODUCTS 2.01 MARKING PAINT A. Dynastripe-Acrylic by Neyra Industries, Inc. or approved equal. PART 3 - EXECUTION 3.01 PREPARATION A. Locate markings as shown on Drawings. Provide qualified technician to supervise equipment and application of markings. Lay out markings using guide lines, templates and forms. B. Thoroughly clean surfaces free of dirt, sand, gravel, oil and other foreign matter. C. Verify that pavement seal coat is complete and has cured a mm. of 48 hours. 3.M2 APPLICATION A. Apply marking paint at a rate of one gallon per 200 sq. ft. by power spray. (One gallon per 500 lin. ft. of 4" wide stripe) B. Apply markings straight and even in accordance with approved layout. C. Apply markings in widths and colors detailed. 3.03 CLEANING A. Remove overspray from surfaces other than those requiring marking paint. END OF SECTION PAVEMENT MARKING ON ASPHALT 02622 -1- SECTION 02930 - SEEDING PART 1- GENERAL 1.01 DESCRIPTION A. Work Included: Seeding of grass seed or wildflower seed, as specified on the plans. B. Related Work Specified Elsewhere: Section 02300, Earthwork. 1.02 REFERENCE STANDARDS A. Standardized Plant Names 1. For exotic plant materials: American Joint Committee of Horticultural Nomenclature, Second Edition, 1942. 2. For native materials a. Manual of the Vascular Plants of Texas by Correll and Johnston b. Check List of Vascular, Plants of Texas by Hatch c. Flora of North Central Texas by Shinners and Moller B. Texas Hignway Department: Standard Specifications for Construction, Item 164, "Seeding for Erosion Control" and Item 180, "Wildflower Seeding". 1.03 SUBMI'u ALS A. Seed 1. Vendors' certification that seeds meet Texas State seed law including: a. Testing and labeling for pure live seed (PLS) b. Name and type of seed 2. If using native grass or wildflower seed, seed must have been harvested within one hundred (100) miles of the construction site. 3. All seed shall be tested in a laboratory with certified results presented to the City, in writing, prior to planting. 4. All seed to be of the previous season's crop and the date on the container shall be within twelve months of the seeding date. 5. Each species of seed shall be supplied in a separate, labeled container for acceptance by the City. B. Ferti l izer 1. Unopened bags labeled with the analysis 2. Conform to Texas fertilizer law 1.04 JOB CONDITIONS A. Planting Season: The season varies according to species (see Part 2 - Products). Do not seed when soil is excessively wet or dry or when wind exceeds ten (10) miles per hour. B. Schedule After All Other Construction and planting is complete. SECTION 02930 - SEEDING -I- NM C. Protect and Maintain Seeded Areas 1. From erosion 2, From traffic and all other use 3. Until seeding is complete and accepted 1.05 QUALITY CONTROL The contractor who plants the seeds, whether the general contractor or a subcontractor, is responsible for daily supervision of his crew, and for the planting and maintaining of seedlings until acceptable, viable growth is achieved and the project accepted by the City. PART 2 -- PRODUCTS 2.01 MATERIALS A. Seed All seed shall be planted at rates based on pure live seed (PLS = purity x germination) per acre. Substitution of individual seed types due to lack of availability shall be made only by the City at the time of planting. The Contractor shall notify the City, prior to bidding, of difficulties locating certain species. Only those areas indicated on the plans and areas disturbed by construction shall be seeded. Prior to seeding, each area shall be marked in the field and approved by the City. Any adjustment of area location by the City shall be considered incidental and shall not entitle the Contractor to additional compensation. Weed seed shall not exceed ten percent (10%) by weight of the total of pure live seed (PLS) and other material in the mixture. Johnsongrass and nutgrass seed shall not be allowed. The seed shall be clean, dry and harvested within one year of planting. 1. Non-native grass seed shall consist of: If planted between April 15 and September 10: Lbs./Acre Common Name Scientific Name Purity Germination 25 Bermuda (unhulled) Cynodon dactylon 85% 90% 75 Bermuda (hulled) Cynodon dactylon 95% 90% Substitute the following if planted between September 10 and April 15: 220 Rye Grass Loliurn multiflorum 82% 80% 40 Bermuda (unhulled) Cynodon dactylon 84% 85% SECTION 02930 - SEEDING -2- Ell MN PIP 2 Native grass seed - The seed shall be planted between February 1 and October 1 and shall consist of: Lbs. PLS/Acre 1.6 5.5 3.7 17.0 1.8 0.5 6.0 8.0 1.2 1.8 10.0 Common Name Green Sprangletop Sideoats Grama* Little Bluestem* Buffalograss Indian Grass* Sand Lovegrass* Big Bluestem Eastern Grama Blue Grama Switchgrass Prairie Wildrye* Botanical Name Leptochloa dubia Bouteloua curtipendula Schizachyrium scoparium Buchloe dactyloides Sorghastrum nutans Eragrostis trichodes Andropogon gerardii Tripscacum dactyloides Bouteloua gracilis Panicum virgatum Elymus canadensis *These grasses are not to be planted within ten feet of a road or parking lot or within three (3) feet of a walkway. 3 Wildflower seed - All wildflower seeds are to be hand broadcast, (see 3.02,A). The seed shall be planted between March 5 and May 31 or be�September 1 and December 1 and shall consist of: Lbs. PLS/Acre 3.0 5.0 2.0 3.0 13.4 13.6 2.0 8.0 8.0 2.0 18.0 2.0 3.0 2.0 8.0 Common Name Bush Sunflower Butterfly Weed Clasping Coneflower* Golden - Wave ]:l,l inois Bund]eflower Partridge Pea Prairie Verbena Texas Yellow Star Winecup Black-eyed Susan Cutleaf Daisy Obedient Plant Pitcher Sage Plains Coreopsis Scarlet Sage Botanical Name Sinsia calva Asclepias tuberosa Rudbeckia amplexicaulis Coreopsis basal is Desmanthus illinoensis Cassia fasciculata Verbena bipinnati rda Lindheimeri texana Call irhoe i nvolcrata Rudbeckia hirta Engelmannia pinnati rda Physostegia intermedia Salvia azurea Coreopsis tinctoria Salvia coccinea *These wildflowers are not to be planted within ten feet of a road or parking lot or within three feet of a walkway. 4. Temporary erosion control seed When specified on the plans, temporary control measures shall be performed. These measures shall consist of the sowing of cool season plant seeds and the work and materials as required in this section. SECTION 02930 - SEEDING _3- B. Mulch 1. Mulch should be designed for use with conventional mechanical or hydraulic planting of seed, either alone or with fertilizer. 2. Mulch should be wood cellulose fiber produced from virgin wood or recycled paper -by-products (waste products from paper mills or recycled newspaper). 3. Mulch should contain no growth or germination inhibiting factors. 4. Mulch should contain no more than ten percent (10%) moisture, air dry weight basis. 5. Additives shall include a binder in powder form. 6. Material shall form a strong moisture retaining mat. C. Fertilizer 1. All fertilizer shall be delivered in bags or containers clearly labeled showing the analysis. 2. All fertilizer shall be in acceptable condition for distribution and shall be applied uniformly over the planted area. 3. Analysis of 16-20-0, 16-8-8, or as designated on the plans. Fertilizer rate: a. No fertilizer is required for wildflower seeding. b. Where applying fertilizer on newly established seeding areas - 100 pounds of Nitrogen per acre. c. Where applying fertilizer on established seeding areas - 150 pounds of Nitrogen per acre. D. Erosion Control Measures 1. For seeding application in areas up to 3:1 slope, use cellulose, fiber or recycled paper mulch, (see 2.01, B. Mulch and 3.03). 2. For seeding application in areas 3:1 slope or greater, use the following soil retention blanket (Follow the manufacturer's directions): "Curlex I" from American Excelsior, 900 Ave. H East, Post Office Box 5624, Arlington, Texas 76001, 1-800-777-SOIL. 2.02 MIXING Seed, mulch, fertilizer and water may be mixed provided that: 1. Mixture is uniformly suspended to form a homogenous slurry. 2. Mixture forms a blotter -like ground cover impregnated uniformly with grass seed. 3. Mixture is applied within thirty (30) minutes after placed in the equipment. SECTION 02930 - SEEDING -4- INI PART 3 -- EXECUTION 3.01 SEEDED PREPARATION A. Clear Surface of All Materials, Such As: 1. Stumps, stones, and other objects larger than one inch. 2. Roots, brush, wire, stakes, etc. 3. Any objects that may interfere with seeding or maintenance. B. Tilling 1. In all compacted areas till one inch (1") deep. 2. If area is sloped greater than 3:1, run a tractor parallel to slope to provide less seed/water runoff. 3. In areas near trees: Do not till deeper than one half (1 /2") inch inside "drip line" of trees. C. Water: Shall be furnished by the Contractor as an ancillary cost to the Contract by the Contractor by means of temporary metering / irrigation, water truck or by any other method necessary to. achieve viable, acceptable stand of turf as noted in 3.04.B. of this specification. The water source shall be clean and free of industrial wastes or other substances harmful to the germination of the seed or to the growth of the vegetation. The F"" amount of water will vary according to the weather variables. Generally, an amount of water that is equal to the average amount of rainfall plus one half inch (1/2") per week should be applied until such time 100% full growth coverage is achieved and one mowing cycle is performed by the Contractor and accepted by the Owner. IF Pi Watering: Soil should be watered to a minimum depth of four inches within forty eight (48) hours of seeding. 3.02 SEEDING A. If Sowing Seed By Hand 1. Broadcast seed in two directions at right angles to each other. 2. Harrow or rake lightly to cover seed. 3. Never cover seed with more soil than twice its diameter. 4. For wildflower plantings, scalp existing grasses to one (1") inch, remove grass clippings, so seed can make contact with the soil. B. Mechanically Seeding (Drilling): If mechanically seeding (drilling) the seed or seed mixture, the quantity specified shall be uniformly distributed over the areas shown on the plans or where directed. All varieties of seed, as well as fertilizer, may be distributed at the same time provided that each component is uniformly applied at the specified rate. Seed shall be drilled at a depth of from one quarter inch to three eighth inch (l/4"3/8") utilizing a pasture or rangeland type drill. All drilling is to be on the contour. After planting, the area shall be rolled with a roller integral to the seed drill, or a corrugated roller of the "Cultipacker" type. All rolling of slope areas shall be on the contour. SECTION 02930 - SEEDING - 5 - 3.03 MULCHING IMP A. Apply uniformly after completion of seeding in areas up to 3:1 slope. Mulch may be applied concurrently with fertilizer and seed, if desired. B. Apply at the following rates unless otherwise shown on plans: 1. Sandy soils, flat surfaces - minimum 1,500 lbs./acre. 2. Sandy soils, sloping surfaces - minimum 1,800 lbs./acre. 3. Clay soils, flat surfaces - minimum 2,500 lbs./acre. 4. Clay soils, sloping surfaces - minimum 3,000 lbs./acre. 5. "Flat" and "sloping" surfaces will be shown on the plans if not visually obvious. C. Apply within thirty (30) minutes after placement in equipment. Keep mulch moist, by daily water application, if necessary: 1. For approximately twenty-one (21) days, or 2. Until seeds have germinated and have rooted in soil, (see 3.04.B.2.) and project has been accepted by the City. 3.04 ESTABLISHMENT, MAINTENANCE AND ACCEPTANCE A. Includes initial seed and / or sod application and establishment, protection, replanting as necessary , maintaining grades and immediate repair of erosion damage until the project receives final acceptance. Refer to Part 2 — 2.01 — D. for watering requirements to be executed by the contractor. B. Initial full coverage turf establishment shall be considered as 100% grow in to a height of three (3") inches with one mow cycle performed by the Contractor on all newly established areas prior to consideration of acceptance by the Owner.. C. Replanting 1. Replant areas where a stand of grass or wildflowers are not present in a reasonable length of time, as determined by the City. 2. A "stand" shall be defined as: a. Bermuda/Rye grasses: See 3.04 B b. Native grass and wildflowers: eighty percent (80%) coverage of growing plants within seeded area within twenty-one days of seeding date on a smooth bed free of foreign material and rocks or clods larger than one inch diameter. END OF SECTION SECTION 02930 - SEEDING -6- Pm P E PART 1 - GENERAL SECTION 03300 CAST -IN PLACE CONCRETE (SITE) u m 1.01 QUALITY ASSURANCE 1101 P E P o P. P m PP A. Codes and Standards: Comply with the applicable provisions of the following codes, specifications, and standards: ACI 301 "Specifications for Structural Concrete for Buildings." ACI 304 "Recommended Practice for Measuring, Mixing, Transporting and Placing Concrete. ACI 311 "Recommended Practice for Concrete Inspection." ACI 318 "Building Code Requirements for Reinforced Concrete." • ACI 347 "Recommended Practice for Concrete Formwork." Concrete Reinforcing Steel Institute, "Manual for Standard Practice." B. Workmanship: Contractor is responsible for correction of concrete work which does not conform to the specified requirements, including strength, tolerance, and finishes. Correct deficient unsatisfactory concrete as directed by Engineer. C. Provide testing and inspection service for quality control testing during concrete operations in accordance with General Conditions. 1.02 SUBMITTALS A. Shop Drawings: Concrete Reinforcement: Submit in accordance with General Conditions. Include drawings for fabrication, bending, and placement of concrete reinforcement. Comply with the ACI 315 "Manual of Standard Practice for Detailing Reinforced Concrete structures"; showing bar schedules, stirrup spacing, diagrams of bent bars, arrangement of concrete reinforcement. PART 2 - PRODUCTS 2.01 FORM MATERIALS A. Forms for Exposed Finish Concrete: Construct formwork for exposed concrete surfaces with plywood, metal, metal -framed plywood -faced or other acceptable panel - type materials to provide continuous, straight, smooth, exposed surfaces. Furnish in largest practicable size to minimize number of joints. Provide form material with sufficient thickness to withstand pressure of newly -placed concrete without bow or deflection. Use plywood complying with U.S. Product Standards PS-1 "B-B High Density Overlaid Concrete Form," Class 1. B. Forms for Unexposed Finish Concrete: Form concrete surfaces which will be unexposed in finished structure with plywood, lumber, metal or other acceptable material. Provide lumber dressed on at least 2 edges and one side for tight fit. CAST -IN -PLACE CONCRETE 03300 _1- 2.02 REINFORCING MATERIALS A. Reinforcing Bars: ASTM A 615, Grade 60. B. Supports for Reinforcement: Provide supports for reinforcement including bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded wire fabric in place. Use wire bar type supports complying with CRSI recommendations. Wood, brick, plastic, and other devices will not be acceptable. For slab -on -grade, use supports with sand plates or horizontal runners. Plastic devices will be acceptable for slabs -on -grade only. 2.03 CONCRETE MATERIALS A. Portland Cement: ASTM C 150, Type I or It, domestic manufacture. Use only one brand of cement throughout the project. B. Normal Weight Aggregates: ASTM C 33. I. Fine Aggregate: Clean, sharp, natural sand free from loam, clay, lumps, or other deleterious substances. 2. Coarse Aggregate: Clean, uncoated, processed aggregate containing no clay, mud, loam or foreign matter, as follows: a. Crushed stone, processed from natural rock or stone. b. Washed gravel, either natural or crushed. Use of pit or bankrun gravel is not permitted. c. Maximum Aggregate Size: 1'/z". C. Water: Clean, fresh, free from oil, acid, organic matter or other deleterious substances. D. Air -Entraining Admixture: ASTM C 260. E. Fly ash and calcium chloride or admixture containing more than 0.1 % chloride ions are not permitted. 2.04 RELATED MATERIAL A. Membrane -Forming Curing Compound: ASTM C309, Type I. B. Bonding Compound: Polyvinyl acetate or acrylic base, rewettable type. Product/manufacturer; one of the following: Weldcrete; Larsen Products EucoWeld; Euclid Chemical Co. Sonocrete; Sonneborn-Contech Acrylic Bondcrete; The Burke Co. 2.05 PROPORTIONING AND DESIGN OF MIXES CAST -IN -PLACE CONCRETE 03300 - 2 - A. Prepare design mix for concrete, to produce a minimum 28 day compressive strength of 3,000 psi, as indicated on Contract Documents. Use an independent testing facility acceptable to the Architect for preparing and reporting proposed mix designs. B. Proportion mixes by laboratory trial batch, using materials to be employed on the project for each class of concrete . required, complying with ACI 211.1. C. Submit written reports to the Architect of each proposed mix for each class concrete at least 15 days prior to start of work. Do not begin concrete production until mixes have „P been reviewed by the Architect/Engineer. Pi D. Admixtures: 1. Use air -entraining admixture in exterior exposed concrete. Add air -entraining admixture at the manufacturer's prescribed rate to result in concrete at the point of placement having air content of 2 to 4 percent. E. Slump Limits: Proportion and design mixes to result in concrete slump at the point of placement of not less than 3" and not more than 5". 2.06 CONCRETE MIXING A. Ready -Mix Concrete: Comply with the requirements of ASTM C94, and as herein specified. Delete the references for allowing additional water to be added to the batch for material with insufficient slump with approval of Architect/Engineer. B. During hot weather, or under conditions contributing to rapid setting of concrete, a "m shorter mixing time than specified in ASTM C 94 may be required. When the air temperature is between 8 5 ° F and 90° F, reduce the mixing and delivery time from 1-2 hours to 75 minutes, and when the air temperature is above 90° F, reduce the mixing ' and delivery time to 60 minutes. PP PO PART 3 - EXECUTION 3.01 FORMS A. Design, erect, support, brace, and maintain formwork to support vertical and lateral loads that might be applied until such loads can be supported by the concrete structure. Construct formwork so concrete members and structures are of correct size, shape, alignment, elevation and position. B. Design formwork to be readily removable without impact, shock or damage to cast -in - place concrete surfaces and adjacent materials. C. Construct forms complying with ACI 347, to sizes, shapes, lines, and dimensions shown, and to obtain accurate alignment, location, grades, level and plumb work in finished structures. Solidly butt joints and provide backup at joints to prevent leakage of cement paste. CAST -IN -PLACE CONCRETE 03300 - 3 - D. Fabricate forms for easy removal without hammering or prying against the concrete surfaces. E. Chamfer exposed corners and edges as shown, using wood, metal, PVC or rubber chamfer strips fabricated to produce uniforms smooth lines and tight edge joints. F. Form Ties: Factory -fabricated, adjustable -length, removable or snap -off metal form ties, designed to prevent form deflection, and to prevent spalling concrete surfaces upon removal. Provide ties so portion remaining within concrete after removal is at least 1'/2" inside concrete and which will not leave holes larger than 1" diameter in concrete surface. G. Provisions for Other Trades: Provide openings in concrete formwork to accommodate work of other trades. Determine size and locations of openings, recesses and chases from trades providing such items. Accurately place and securely support items built into forms. H. Cleaning and Tightening: Thoroughly clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt or other debris just before concrete is placed. Retighten forms after concr:.:, placement if required to eliminate mortar leaks. I. Place corrugated fiberboard carton forms on a smooth firm bed of suitable material so as not to be displaced vertically, and be set tight with no buckled cartons. Forms which are destroyed or damaged and are not capable of supporting the design load shall be replaced with new forms prior to placing concrete. 3.02 PLACING REINFORCEMENT A. Comply with the specified codes and standards, and Concrete Reinforcing Steel Institute's recommended practice for "Placing Reinforcing Bars," for details and methods of reinforcement placement and supports. B. Clean reinforcement of loose rust and mill scale, earth, ice, and other materials which reduce or destroy bond with concrete. C. Accurately position, support, and secure reinforcement against displacement by formwork, construction, or concrete -placement operations. Locate and support reinforcing by metal chairs, runners, bolsters, spacers and hangers. D. Place reinforcement to obtain the minimum coverage for concrete protection. Arrange, space and securely tie bars and bar supports to hold reinforcement in position during concrete placement operations. Set wire ties so ends are directed into concrete, not towardexposed concrete surfaces. 3.03 JOINTS A. Construction Joints: Locate and install construction joints, which are not shown on the CAST -IN -PLACE CONCRETE 03300 - 4 - P• Pm Pm drawings, so as not to impair the strength and appearance of the structure, as acceptable to the Architect/Engineer. B. Provide keyways at least 1 %" deep in all construction joints in grade beams. C. Place construction joints perpendicular to the main reinforcement. Continue all reinforcement across construction joints. D. Control Joints in Slabs -on -Ground: Construct control joints in slabs -on -ground to form panels of patterns as shown. Control joints shall be formed by saw cuts to at least 1/4" concrete thickness and as soon as possible after slab finishing as may be safely done without dislodging aggregate. 3.04 INSTALLATION OF EMBEDDED ITEMS A. General: Set and build into the work anchorage devices and other embedded items required for other work that is attached to, or supported by, cast -in -place concrete. Use setting drawings, diagrams, instructions and directions provided by suppliers of the items to be attached thereto.. B. Edge Forms and Screed Strips for Slabs: Set edge forms or bulkheads and intermediate screed strips for slabs to obtain the required elevations and contours in the finished slab surface. Provide and secure units sufficiently strong to support the types of screeds required. Align the concrete surface to the elevation of the screed strips by the use of strike -off templates. 3.05 PREPARATION OF FORM SURFACES A. Coat the contact surfaces of forms with a form -coating compound before reinforcement is placed. B. Do not allow excess form -coating material to accumulate in the forms or to come into contact with concrete surfaces against which fresh concrete will be placed. Apply in compliance with manufacturer's instructions. 3.06 CONCRETE PLACEMENT A. Pre -Placement Inspection: Before placing concrete, inspect and complete the formwork installation, reinforcing steel, and items to be embedded or cast -in. Notify other crafts to permit the installation of their work; cooperate with other trades in setting such work. Thoroughly wet wood forms immediately before placing concrete, where form -coatings are not used. Notify the Architect/Engineer at least one (2) working days prior to concrete placement. B. Coordinate the installation of joint materials and moisture barrier with placement of forms and reinforcing steel. C. Qeneral: Comply with ACI 304, and as herein specified. Pm CAST -IN -PLACE CONCRETE 03300 -5- pm D. Deposit concrete continuously or in layers of such thickness that no concrete will be placed on concrete which has hardened sufficiently to cause the formation of seams or planes of weakness within the section. If a section cannot be placed continuously, provide construction joints as herein specified. Deposit concrete as nearly as practicable to its final location to avoid segregation due to rehandling or flowing. E. Placing Concrete in Forms: Deposit concrete in grade beam forms in horizontal layers not deeper than 48" and in a manner to avoid inclined construction joints. Place beams continuously where possible. Start placing at ends of section and progress toward the center. Do not place concrete in beams supported on piers until the concrete in the piers is no longer plastic. F. Consolidate place concrete by mechanical vibrating equipment supplemented by hand - spading, rodding or tamping. Use vibrators designed to operate with vibratory element submerged in concrete, maintaining a speed of not less than 6000 impulses per minute. G. Do not use vibrators to transport concrete inside of forms. Insert and withdraw vibrators vertically at uniformly spaced locations not farther than the visible effectiveness of the machine. Do not insert vibrators into lower layers of concrete that have begun to set. At each insertion, limit the duration of vibration to the time necessary to consolidate the concrete and complete embedment of reinforcement and other embedded items without causing segregation of the mix. H. Placing Concrete Slabs: Deposit and consolidate concrete slabs in a continuous operation, within the limits of construction joints, until the placing of a panel or section is completed. I. Consolidate concrete during placing operation so that concrete is thoroughly worked around reinforcement and other embedded items and into corners. J. Bring slab surfaces to the correct level with a straight -edge and strikoff. Use bull floats and darbies to smooth the surface, leaving it free of humps or hollow. Do not sprinkle water on the plastic surface. Do not disturb the slab surfaces prior to beginning finishing operations or while seep water is present on slab surface. K. Maintain reinforcing in the proper position during concrete placement operations. L. Cold Weather Placing: Protect concrete work from physical damage or reduced strength which could be caused by frost, freezing actions, or low temperatures, in compliances with ACI 306. M. Hot Weather Placing: When hot weather conditions exists that would seriously impair the quality and strength of concrete, place concrete in compliance with ACI 305, 3.07 FINISH OR FORMED SURFACES A. Rough Form Finish: Provide rough form finish for formed concrete surfaces not exposed to view in the finish work or by other construction. This is the concrete surface having the texture imparted by the form facing material used, with defective CAST -IN -PLACE CONCRETE 03300 . -6- areas repaired and patched as specified, and fins and other projections exceeding 1/4" in height rubbed down with wood blocks. B. Smooth Form Finish: Provide smooth form finish for formed concrete surface exposed to view, or that are to be covered with a coating material bonded to the concrete, such as waterproofing, damp -proofing, painting and other similar system. This is the as- cast- concrete surface as obtained with the form facing material, with defective areas repaired and patched as specified, and fins and other projections on the surface completely removed and smoothed. C. Related Unformed Surfaces: At horizontal offset and similar unformed surfaces occurring adjacent to formed surfaces, strike -off smooth and finish with a texture matching adjacent formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces. 3.08 MONOLITHIC SLAB FINISHES A. Scratch Finish: Apply scratch finish to monolithic slab surfaces that are to receive mortar setting beds for quarry tile. After placing slabs, plane surface so that depressions between high spots do not exceed 2" under a 10' straightedge. After leveling, roughen surface before final set, with stiff brushes, brooms, or racks. B. Trowel Finish: Apply trowel finish to monolithic stab surface that are to be exposed to view and slab surfaces that are to be covered with resilient flooring, carpet or thin film finish coating system. After floating, begin first trowel finish operation using a 4 blade power -driven trowel. Begin final troweling when surface produces a ringing sound as trowel is moved over surface. Consolidate concrete surface by final hand troweling operation, free of trowel marks, uniform in texture and appearance, and with a surface plane tolerance not exceeding 1/8" in 10' when tested with a 10' straightedge. Grind smooth surface defects which telegraph through applied floor covering system. C. Non -Slip Broom Finish: Apply non -slip broom finish to exterior concrete platforms, steps, and ramps. Immediately after trowel finishing, slightly roughen surface by brooming with fiber bristle broom perpendicular to main traffic route. Coordinate required final finish with Architect before application. 3.09 CONCRETE CURING A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperature, and maintain without drying at a relatively proper hardening. Start initial curing as soon as free water has disappeared from concrete surface after placing and finishing. Keep continuously moist for not less than 72 hours. Begin Final curing procedures immediately following initial curing and before concrete has dried. Continue final curing for at least 168 cumulative hours (not necessarily consecutive) during which concrete has been exposed to air tempatures above 50° F. Avoid rapid drying at end of final curing period. B. Concrete surfaces shall be cured by application of curing compound. Provide membrane curing by applying membrane -forming curing compound to damp concrete CAST -IN -PLACE CONCRETE 03300 - 7 - surfaces as soon as water film has disappeared. Apply uniformly in 2-coat continuous operation by power -spray equipment in accordance with manufacturer's directions. Apply second coat at right angle to first coat. 3.10 REMOVAL OF FORMS A. Formwork not supporting weight of concrete, such as sides of beams, walls, and similar parts of the work, may be removed 48 hours after placing concrete, provide concrete is sufficiently hard to not be damaged by form removal operations, and provided curing and protection operations are maintained. 3.11 RE -USE OF FORMS A. Clean and repair surfaces of forms to be re -used in the work. Split, frayed, delaminated or otherwise damaged form facing material will not be acceptable. Apply new form coating compound materials to concrete contact form surfaces as specified for new formwork. B. When forms are extended for successive concrete placement thoroughly clean surfaces, remove fins and laitance, and tighten forms to close joints. Align and secure joints to avoid offsets. Do not use "patched" forms for exposed concrete surfaces. 3.12 MISCELLANEOUS CONCRETE ITEMS A. Filling In: Fill-in holes and openings left in concrete structures for passage of work by other trades, after work of other trades is in place. Mix, place, and cure concrete as herein specified, to blend with in -place construction. Provide other miscellaneous concrete filling shown or required to complete the work. 3.13 CONCRETE SURFACE REPAIRS A. Patching Defective Areas: Repair and patch defective areas with cement mortar immediately after removal of forms, but only when acceptable to the Arch itect/Engineer. B. Cut out honeycomb, rock pockets, voids over '/2" diameter, and holes left by tie rods and bolts, down to solid concrete, but in no case to a depth of less than 1 ". Make edge of cuts perpendicular to the concrete surface. Before placing cement mortar, thoroughly clean, dampen with water and brush -coat the area to be patched with neat cement grout. Proprietary patching compounds may be used when acceptable to the Architect/Engineer. 3.14 QUALITY CONTROL TESTING DURING CONSTRUCTION A. Concrete shall be sampled and tested for quality control during the placement of concrete, as follows: CAST -IN -PLACE CONCRETE 03300 _8- Pm Pm Pm Pm Pm Pm 1. Slump: ASTM C 143: One test for each concrete load at point of discharge; and one for each set of compressive strength test specimens. 2. Compression Test Specimens: ASTM C 31; one set of 4 standard cylinders for each compressive strength test. Mold and store cylinders for laboratory cured test specimens. 3. Compressive Strength Tests: ASTM C 39; one set for each 100 cu. Yds. or fraction thereof, of each concrete class placed in any day or for each 5,000 sq. Ft. of surface area placed; 1 specimen tested at 7 days, 2 specimen tested at 28 days and the remaining specimen held for future testing, if required. Report test results in writing to the Architect and the Contractor on the same day that tests are made. Reports of compressive strength tests shall contain the project identification name and number, date of concrete placement, name of contractor, name of concrete type and class, location of concrete batch in the structure, design compressive strength at 28 days, concrete mix proportions and materials; compressive breaking strength and type of break for both 7-day test and 28-day tests. B. Additional Tests: The testing service will make additional tests of in -place concrete when test results indicate specified concrete strengths and other characteristics have not been attained. Test to determine adequacy of concrete will be by cored cylinders complying with ASTM C 42. Contractor shall pay for such test conducted, and any other additional testing as may be required, when unacceptable concrete is verified. C. Concrete shall meet the compressive strength as shown on the plans and specifications regardless of ACI 318. ACI 318 shall have no bearing on pass/fail of all site concrete. END OF SECTION CAST -IN -PLACE CONCRETE 03300 -9- p• SECTION 07921 -SEALANTS AND CAULKINGS (SITE) PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Provisions established within the General and Supplementary General Conditions of the Contract, Division 1 - General Requirements, and the Drawings are collectively applicable to this Section. 1.02 SUMMARY A. Section Includes: Sealing and caulking of joints. B. Related Sections: 1. Section 02510 - Portland Cement Concrete Paving. 2. Section 03301 - Cast -In -Place Concrete (SITE): Sealants used in conjunction with paving. 1.03 REFERENCES A. American National Standards Institute/American Society for Testing and Materials (ANSIJASTM): 1. ANSI/ASTM D 1056 - Flexible Cellular Materials - Sponge or Expanded Rubber. 2. ANSI/ASTM D 1565 - Flexible Cellular Materials - Vinyl Chloride Polymers and Copolymers (Open -Cell Foam). 3. ASTM C790 - Use of Latex Sealing Compounds. 4. ASTM C804 - Use of Solvent - Release Type Sealants. 5. ASTM C834 - Latex Sealing compounds. 6. ASTM C920 - Elastomeric Joint Sealants. 7. ASTM C962 - Use of Elastomeric Joint Sealers. B. Federal Specification (FS): 1. FS TT-C-00598 - Caulking Compound, Oil and Resin Base Type. 2. FS TT-S-001657 - Sealing Compound, Single Component, Butyl Rubber Based, solvent Release Type. 3. FS TT-S-00227 - Sealing Compound: Elastomeric Type, Multi - Component. 4. FS TT-S-00230 - Sealing Compound: Elastomeric Type, Single Component. , 5. FS TT-S-001543 - Sealing Compound, Silicone Rubber Base. C. SWI (Sealing and Waterproofers Institute) - Sealant and Caulking Guide Specification. 1.04 SUBMITTALS A. Submit under provisions of Section 01340. SEALANTS AND CAULKINGS 07921 w 1 + B. Submit product data indicating sealant chemical characteristics, performance criteria, limitations, color availability and application instructions. C. Submit two samples 1/4 inch diameter x 4 inches in size illustrating color selections available. D. Submit manufacturer's certificate under provisions of Section 01340 that products meet or exceed specified requirements. 1.05 QUALITY ASSURANCE A. Manufacturer: Company specializing in manufacturing the products specified in this Section with minimum 3 years documented experience. B. Applicator: Company specializing in applying the work of this Section with minimum 3 years documented experience and approved by sealant manufacturer. C. Conform to Sealant and Waterproofers Institute requirements for materials and installation. 1.06 FIELD SAMPLES A. Provide samples under provisions of Section 01340. B. Construct one field sample joint, 5 feet long, illustrating sealant type, color, and tooled surface. C. Locate where directed. D. Accepted sample may remain as part of the Work. 1.07 PROJECT CONDITIONS A. Environmental Requirements: No caulking shall be done at temperatures below 40°F. 1.08 WARRANTY A. Furnish to the Owner a written warranty that the caulking shall remain watertight for a period of 2 years from the date of acceptance of the project. Joints which prove defective by leaking, cracking, melting or shrinking of the sealant shall be re -sealed without additional expense to the Owner. PART 2 - PRODUCTS 2.01 MATERIALS A. Polyurethane (Type 2 Sealant): SEALANTS AND C AULKIN GS 07921 r 2 w PP 2.02 ACCESSORIES 1. Two-part conforming to FS TT. S-00227E, Class A, Type I (self -leveling) and ASTM-920. 2. Color: Custom color as selected by Architect. 3. Acceptable products 1. Urexpan NR-00, Pecora Corp. 2. Sonolastic Paving Joint Sealant, Sonneborn-Contech. 3. THC 900 (Self leveling) or 901 (low sag), Tremco. NO SUBSTITUTIONS A. Primer: Non -staining type, recommended by sealant manufacturer to suit application. B. Joint Cleaner: Non -corrosive and non -staining type, recommended by sealant manufacturer; compatible with joint forming materials. C. Joint Backing: Refer to SECTION 02510 for expansion joint filler. PIP PART 3 - EXECUTION 3.01 EXAMINATION D. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application. A. Verify that surfaces and joint openings are ready to receive work and field measurements are as shown on Drawings and recommended by the manufacturer. B. Beginning of installation means installer accepts existing substrate. 3.02 PREPARATION Pe A. Joint surfaces shall be clean and dry. Remove loose mortar and other material completely with compressed air or by brushing. 1. Joints to be caulked shall be at least 1/4" wide. At any point where the width of the joint is appreciably less, cut or grind out the joint to that width to assure an adequate volume of sealant along the length of the joint. 2. Pack with backing material the voids and recesses around metal frames which are deeper than the depth required for caulking. Leave the proper depth for the sealant. 3. Particular attention shall be paid to the preparation of horizontal joints in war surfaces to be filled with sealant. Adjust joint depth to comply with sealant manufacturer's recommendations by malieting down the joint filler or filling in with rod stock as may be required. 4. Perform preparation in accordance with ASTM C 804 for solvent release sealants, C790 for latex base sealants, and C962 for elastomeric sealants SEALANTS AND CAULKINGS 07921 - 3 - FON 3.03 APPLICATION A. Priming: prime porous joint surfaces, particularly concrete. Test the primer to make sure it causes no staining of the material on which it is applied. B. Depth of sealant: Seal joints to a depth of approximately 2" the joint width, but never less than 1/4" deep. Follow the sealant manufacturer's recommendations where possible. C. Apply the sealant in accordance with the manufacturer's instructions. 1. Force the sealant into joints with enough pressure to expel all air and provide a solid filling. Correct any flowing or sagging before final inspection is made. 2. Where adjacent surfaces permit, use masking tape to obtain straight, even lines. Remove tape immediately after the joints have been sealed. 3. Fill joints flush with adjacent surfaces except where a recessed joint is specifically detailed. Tool beads with a sled runner or similar tool to insure full contact with joint faces. 4. For caulking horizontal joints in wear surfaces, use a gun with a narrow nozzle. Apple the flow type sealant with the nozzle riding along the bottoms so that the sealant is forced up to completely fill the slot without cavities. Provide and use a portable vacuum cleaner to remove loose dirt from the joints just ahead of the caulking gun. D. Install sealant free of air pockets, foreign embedded matter, ridges, and sage. E. Tool joins concave. Sealant shall achieve a firm skin before surface coating is applied. 3.04 CLEANING/REPAIRING A. Clean adjacent surfaces of soiling due to caulking operations. This applicator shall be responsible for and shall bear the cost of replacing any material damaged or discolored due to caulking operations. B. Repair or replace defaced or disfigured finishes caused by work of this Section. 3.05 SEALANT SCHEDULE A. Locations specified below for sealant required under this section are general and shall not be considered as affecting the required use of sealing compounds specified under other sections of the specifications. SEALANT TYPE APPLICATION i Horizontal control and expansion joints in concrete paving and at junctures between this material and other adjacent materials. END OF SECTION SEALANTS AND CAULKINGS 07921 Nig MIR SIM imp one wig „11 ACORD, CERTIFICATE OF LIABILITY INSU PRODUCER Phone: 972-231-8277 Independent Insurance Group 3010 LBJ Freeway Ste. 920 Dallas TX 75234-7004 INSURED Northstar Construction, Inc. 3210 Joyce Drive Fort Worth TX 76116 COVERAGES THE POLICIES OF INSURANCE LISTED NOTWITHSTANDING ANY REQUIREMENT, CERTIFICATE MAY BE ISSUED OR MAY TERMS, EXCLUSIONS AND CONDITIONS INSR ADD'Ll LTR INSRDI TYPE OF INSURANCE A GENERAL LIABILITY X COMMERCIAL GENERAL CLAIMS MADE X Fax: 972-231-8291 RA NCE DATE (MMIDDIYYYY) 11,/ 23/2010 THIS CERTIFICATE IS ISSUES AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEN $, EXTEND OR ALTER THE COVERAGE AFFORDED Y THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NsuRERA:America First Insurance Go. INSURER B: INSURER C: INSURER D: INSURER E: NAIC # BELOW' HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. TERM OR CONDITION' OF ANY CONTRACT OR OTHER DOCUMENT WITH. RESPECT TO WHICH' THIS PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY NUMBER C P8398167 ABILITY OCCUR GEN't AGGREGATE LIMIT APPLIES PER. POLICY LOC JECT LOC A AUTOMOBILE LIABILITY X ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS X HIRED AUTOS X NON -OWNED AUTOS GARAGE LIABILITY BA8128157 POLICY EFFECTIVE DATE WM/DC/NY) POLICY EXPIRATION DATE IMM/DDIYYI LIMITS 12/31/2009 12/31/2010 EACH OCCURRENCE DAMAGE TO RENTEDT PREMISES (Ea occurence) MED EXP (Any one person) PERSONAL & ADV INJURY $ 1, 000, 000 000$100, $ 10 , 000 $ 1, 000 000 GENERAL AGGREGATE 2„000,000 PRODUCTS COMP/OP AGG $ 2,000,000 1,2 /31/2 0 0 9 12 /3 1/2 0 1 0 COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person) BODILY INJURY (Per accident) $1,000 , 000 PROPERTY DAMAGE (Per accident) AUTO ONLY - EA ACCIDENT $ AEA ACC $ ANY AUTO OTHER THAN AUTO ONLY: AGG $ A EXCESS(UMBRELLALIABILIfl CU8128857 12/31/2009 12 / 3 1 / 2 0 1 0 EACH OCCURRENCE $ 1 1000,000 7 OCCUR, CLAIMS MADE AGGREGATE $1,000,000 DEDUCTIBLE, X. RETENTION $ 1 0 „ 000 A WORKERS COMPENSATION AND EMPLOYERSLIABILITY ANY PROPRIETORIPARTNER/EX,ECUTIVE OFFICER/MEMBER EXCLUDED? yes, describe under SPECIAL PROVISIONS below tok A OTHER Equipment Floater WC8269133 WC STATU- 12/31/2009 12/31/2010 X TORY LIMITS ER CBP8398167 12/31/2009 12/31/2010 $ $ E.LEACHACCIDENT $ 1, 000, 000 Et. DISEASE - EA EMPLOYEE $ 1. 000, 000 E.L., DISEASE POLICY LIMIT ,$ 1. 000. 000 Lease/Rented Equip $250,000 Deductible $1,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENT/ SPECIAL PROVISIONS Certificate holder is listed as additional insured in respects to general & auto liability as required by written contract. Waiver of subrogation in favor of certificate holder applies to General Liability, Auto Liability & Workers Compensation policies. Umbrella is follow form. *except 10 days notice of cancellation for non payment of premium. Parking Improvements at Carter Park; Project Number C200/541600/8083701358 CERTIFICATE HOLDER CANCELLATION The City of Fort Worth 1000 Throckmorton Street Fort Worth TX 76102 ACORD 25 (2001/08) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30* DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ©ACORD CORPORATION 1988 1MM ,,,!1,11,1114,11; 14,1111, DMZ IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25 (2001/08) ;RP I I , THE STATE OF TEXAS COUNTY OF TARRANT NCB BOND Bond # 105500389 KNOW ALL BY THESE PRESENTS: Travelers Casualty and Surety That we (1) Pfgrtilstar Coattruction. Inc. as Princi al herein, and (2) Company of America a an• under the laws of the State of (3) onnectiCut , and who is to issue surety bonds in the State of Texas, Surety herein, are held and firmly unto the Cfty of Fort municipal corporation 1 in Tarrant •Denton Counties, Texas, Ob in the sum of One Hundred Twelve Tho •Two littOred pad No h payment of which sum we bind ourselves, our 'heirs, executors, adm severally, firmly by these present. / n of: j12494,091 for the d assigns, jointly and S, Paincipal has entered into a certain written contract with the Obligee dated the of copy of which is hereto attached and made a part hereof for all purposes, for the e Improvements at Carter NOW ir ORZ the condition of thia obligation is such, if the work in accordance with the pbms, Mentions, and con harmless the Obligee ton all costs and cs which Obligee reimburse and repay Obligee for all outlay and expense that Obligee this obligation shall be void; otherwise, to remain in full force and effect "dcipal shali falt.bflilly ly by reason of Principal's default, and y incur in mg good such d 0 PROVIDED, HOWEVER, that this bond is executed pursuant 2253 of the Texas G� Code, as amended, and all liabilities on this bond shin be determined In accordance with the provisions of suc statute, to the same extent as if it were copied at length herein. INwr this ins SIG this OF, the duly authorized repr s of the Principal and the Surety have 1C:1;rj 'day of Q10, '111111, ;111!1.9,1,11,11,,,111,' 1111,11,111111,1,1,1,1,111r, s NOTE: (I) Correct (2) Comet mune o (3) of inco 0 Tel n ubero be pal S must be sta Ark) y-ln-Fact bond shall not be prior to r Co A BY: 3210 Joyce Drive PortiY tiai 7 Travelers Casyaltv and BY: Smith Attorney -in -fat) / 3 Pl F Collins131yd, auite 0 Ribliardion, TX 75080 NumberIZ14) Company of America ilion, an ori ' copy of Power of Attorney Bond # 105500389 »AYME ATE OF KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT That we (1) r Constriction Incas Principal herein, and *** (2) a corporation organized and existing under the laws of the State of (3) Connecticut , as surety, are hekl and •y bound unto the City of Fort Worth, a municipal corporation located in Tarrant and Denton Counties, Tams, Obligee herein, in the amount of Due flugilred Twe - tit I Land. Two Ilund and ts'Ipet Iligirt.--„.........—..„=„Dollars L$112.2”z00 for the payment the said Principal and Surety bind themselves and their heirs, executors, . i mi 4. I.. successors . ... jointly and firmly by these presents: . rREAS, cipal has entered into a certain written contract with the Obligee dated the day of A.D. , 1010 which contract is hereby referred to and made a part hereof as y and to the same extent as if copied at I , for the following project: parking Improvements at Carter Park NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully make payment to each and every claimant (as defined in Chapter 2253, Texas Government Code, as am supplying labor ormaterials in the prosecution of die work 'Aida the con. then this obligati s be void otherwise , to remain in full force and e PROVIDED, HO' VER, 1, thfs bond is executed pursuant to and IR liabilities on this bond shall be determined in ecxtcntasifkwcrec.iIedatgthberein. 2253 of the Texas Government provisions of said WHEREOF, the duly authorized representatives of the Principal and the Surety have SIGNED AND SEALED this ( **. Travelers Casualty and Surety Company of America r, NOTE: To eph I I The die o ,re Northstar Copt PRINCIP L BY: Title: Vice President 3210 Joyce Drive Fort MEM. Tx, 76116 Name: jjJulie Smith ey In Fact • ss: 1301 E Collins Blvd., Suite 340 Richardson, TX 75080 Telephone N (214) 570-6632 mutt be tet tn addition, cud by the Al C)MItFUCt t be o Con py of Power o A A erica • MAINTENAKE I3OND THE STATE OF TEXAS COUNTY OF TARRANT Bond # 105500389 KNOW ALL MEN BY THESE PRESENTS: Travelers Casualty and Surety That Northatar Construetiox Ipp,(Contractor), as principal, and Commy of America a corporation organized under the laws of the State ofConnecticiJ(Surety), do hereby acknowledge themselves to be held and bound to pay unto the City of Fort Worth, a Municipal Corporation chartered by virtue ofConstitution and laws old* State of Texas, ("City") in Tarrant County, Texas the sum of One Thindrestrwelye Thousand, Two Hundred 404 Ntnetv-fight.....,.....,.,,.,Dollturs (5117294,99) lawful money of the United States, for payment of which sum well and truly be made unto said City and its successors, said Contractor and Surety do hereby bind themselves, their heirs, executors, administrators, assigns and successors, jointly and severally. This obligation is conditioned, however, that, or has entered into a written Contract with the City of Fort Worth, dated the 2010 copy of which is hereto attached and made a part hereof, the performance ofthe following described public improvements: Parkinamprovements at Carter Park the same being referred to herein and in said contract as the Work and being designated as project c,200/541§2/8083701358and said contract, including all of the specificadons, conditions, addenda, change orders ancl written instruments referred to therein as Contract Documents being incorporated herein and made a part hereof, and, WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work that it will remain in good repair and condition for and dining a period of after the date of Two (2) Yeamafter the dab3 of the final acceptance oldie work by the City; and WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term of Two 01 Years; and, WHEREAS, said Contractor binds itself to repair or reconstruct the work in whole or ihi part at any time withhi said period, if in the opinion of the Director of the Water Department of the City of Fort Worth, it be necessary; and, WHEREAS, said Contractor binds itself; upon receiving notice of the need therefore to repair or reconstruct said work as herein vrovided. NOW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or reconstruct said work in accordance with 'all the terms Vibi conditions of said Contract, these,presents shall be null and .vold, and have no force or effect. Otherwise this Bond shall be and remain in 'MI force and effect, and the City shall have and recover from the Contractor and Surety damages in the premises prescribed by said Contract. This obligation, shallbe continuing one g.iald successive recoveries may be had hereon for successive breaches until the &DI amount hereof is exhausted. IN WITNESS WHEREOF, this instrument is executed in £counterpart$, ,each one of which shall be cleerned an original, this day of .." A.D. 2010., ArrEST: (SEAL) 11110,P. ATTEST: (SEAL) 11.1,1!'1,11,11,1,1,11".1111,11,!11 r Constructlon. Inc Contactor Name: litchael. IL. fleim1ih. vic Presidtat Travelers Casualty and SuretySLonowf America. Sway BY. Name: Title: ie Smith ornev-in-Fact 1301 E Collins Blvd., Suite 340 Richardson, TX 75080 Address 0 NIRO, TRAVELERS 0000M WARNING:THI POWER OF FTORNEy IS INVALID WITHOUT THIE"IgEF6OR5ER POWER OF ATTORNEY Farmington Casualty Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Fire and Marine Insurance Company St. Paul Guardian Insurance Company Attorney -In F et No. 221373 St. Paul Mercury Insurance Company Travelers Casualty and Surety Company Travelers Casualty and Surety Company of America United States Fidelity and Guaranty Company Certificate No. 003362757 KNOW ALL MEN BY THESE, PRESENTS: That St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company and St. Paul Mercury insurance (..'.ompany are corporations duly organized under the laws of the State of Minnesota, that Farmington Casualty Company, Travelers Casualty and Surety Company, and Travelers Casualty and Surety Company of America are corporations duly organized under the laws of the State of Connecticut, that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc., is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Steve Deal, Staci Gross, and Julie Smith of the City of Wichita Falls , State of TeXaS , their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than oneis named above, to sign, execute, seal and acknowledge any and all bonds„ recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies -iv ,ve caused this instrument to be signed and their corporate seals to be hereto affixed, this, IN ovemer uu9 day of Farmington Casualty Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Fire and Marine Insurance Company St. Nu! Guardian Insurance Company State of Connecticut City of Hartford ss. 30th St. Paul Mercury Insurance Company Travelers Casualty and Surety Company Travelers Casualty and Surety Company of America United States Fidelity and Guaranty Company ,/GeorgtJThompson, enor ce President 30th November 2009 On this the day of , before me personalty appeared George W. Thompson, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. In Witness Whereof, I hereunto set my hand and official seal. My Commission expires the 30th day of June, 2011. te C. Tetreault, Notary Public 58440-4-09 Printed in U.S.A. IIIMIN1111011 WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER, Nue MillS604.04%, 11111111111111111 mu 1,11 MO, 1.1 ,,,,,,,,,,, mommommodMINoiMumommou loollmout, MuttIMMIIMMIMMUI411110101014110=MOMPIOOM WARNING: THIS POWER OF ATTORNEY,IS INVALIS) WITHOUT THE RED BORDER This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company, Fidelity and Guaranty Insurance Company„ Fidelity and, Guaranty Insurance Underwriters„ Inc., St. Paul Fire and Marine 'Insurance Company', St, Paul Guardian Insurance Company„ St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity„ and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that, each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the, President, any Vice Chairman, any Executive Vice President, any Senior 'Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the, Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant, Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. Kori M. johanson, the undersigned, Assistant Secretary, of Farmington Casualty Company, Fidelity and Guaranty li'isttrance Company, Fidelity and Guaranty insurance Underwriters, Inc., St Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this day of Kori M Johans istunt. Secretary , 20 To verify the authenticity of this Power of Attorney, call I-800-421-3880 or contact us at www.travelersbond.com. 'Please refer to the Attorney -In -Fact number, the above -named individuals and the details of the bond to which the power is attached. 1111111111ONNI ARNING: THIS POWER OF AT CANEY IS INVALID WITHOUT THE RED BORDER ST PAUL TRAVELERS TO OBTAIN INFO IMPORTANT NOTICE TION OR A CO NT: St. Paul Travelers Bond 1301 E. Collins Blvd Richardson TX 75081 Phone: 800-842-0612 Fax: 214-570-6405 You may contact Travelers Casualty & Surety Company of America, Travelers Casualty & Surety Company, Travelers Indemnity Company, Standard Fire Insurance Company and/or Farmington Casualty Company for information or to make a complaint at:. Travelers Bond Attn: Cl,s 1500 Market Street West Tower, Suite 2900 Philadelphia, PA 19102 (267) 675-3057 (267) 675-3102 Fax You may contact the Texas Department of Insurance to obtain theinformation on companies, coverages, rights or complaints at: Texas Department of Insurance P.O. ox 149104 Austin, TX 78714-9104 (800) 252-3439 ATTACH THIS NOTICE TO YOUR BOND. This notice is for information only and does not become a part or a condition of ue attached document and is given to comply with Section 2253-021, Government Code, and Section 53.202, Property Code, effective September 1, 2001. STATE OF TEXAS COUNTY OF TARRANT § KNOWN ALL BY THESE PRESENTS: C This Contract is made and entered into this the day of by and between the City of Fort Worth, a home -rule municipal corporation situated in Tarrant, Denton, Parker, and Wise Counties, Texas, hereinafter referred to as "Owner", by and through Charles W. Daniels, its duly authorized Assistant City Manager, and Northstar Construction, Inc., hereinafter referred to as "Contractor", by and through its duly authorized re resentative. WITNESSETH: That said parties have agreed as follows: That for and in consideration of the payments and agreements hereinafter mentioned to be made and performed by the Owner, and under the conditions expressed in the bond bearing even date herewith, the said Contractor hereby agrees with the said Owner to commence and complete the construction of certain improvements described as follows: Parkin2 Improvements at Carter Park 2. That the Contract Documents shall consist of the written, printed, typed and drawn instruments which comprise and govern the performance of the work. Said Contract Documents include the notice to bid a ers, instructions to bidders, proposal, plans, specifications, notice of award, special provisions, general provisions, work order(s), this Contract, and the payment, performance, and maintenance bonds. The Contract Documents shall also include any and all supplemental agreements approved by the Owner which may be necessary to complete the work in accordance with the intent of the plans and specifications in an acceptable manner, and shall also include the additional instruments bound herewith. 3. That the work herein contemplated shall consist of furnishing as an independent contractor all labor, tools, appliances and materials necessary for the construction and completion of said project in accordance with the Contract Documents prepared through the Parks and Community Services Department of the City of Fort Worth, which the slans and specifications of the Contract Documents are hereto attached and made a part of this Contract the same as if written herein. 4. The Contractor hereby agrees and binds itself to commence the construction of said w rk 4 within ten (10) days after being notified in writing to do so by the Dep " of the City of Fort Worth. 4, 0) 1,,,T01,1111,11,11, 11414114;44444,444 o444,441;,, 5. The Contractor hereby agrees to prosecute said work with reasonable diligence after the commencement thereof and to fully complete and finish the same ready for the inspection and approval of the Department of Engineering of the City of Fort Worth and the City Council of the City of Fort Worth within a period of forty (40) Working Days from the time commencing said work. If the Contractor should fail to complete the work as set forth in the Plans, Specifications, and Contract Documents within the time so stipulated, plus any additional time allowed as provided in the General Conditions, there shall be deducted from any monies due or which may thereafter become due him, $210 a per day charge per Working Day as stipulated in these contract documents, not as a penalty but as liquidated damages, the Contractor and his Surety shall be liable to the Owner for such deficiency. 6. Should the Contractor fail to begin the work herein provided for within the time herein fixed or to carry on and complete the same according to the true meaning of the intent and terms of said Plans, Specifications, and Contract Documents, then the Owner shall have the right to either demand the Surety to take over the work and complete same in accordance with the Plans, Specifications, and Contract Documents or to take charge of and complete the work in such a manner as it may deem proper, and if in the completion thereof, the cost to the said City shall exceed the Contract price or prices set forth in the said plans and specifications ade a part hereof, the Contractor and/or its Surety shall pay said City on demand in writing, setting forth and specifying an itemized statement of the total cost thereof, said excess cost. 7. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not any such injury, damage or death is caused, in whole or in part, by the negligence or alleged negligence of Owner, its officers, servants, or employees. Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or destruction to property of the Owner arising from the performance of any of the terms and conditions of this Contract, whether or not any such injury or damage is caused in whole or in part by the negligence or anegj! negligence of Owner, its officers, servants or employees.. In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if deemed appropriate, may refuse to accept Worth public work from a Contractor against whom a claim for da.ila f „ result of work performed under a City Contract. "4 8. Owner agrees and binds itself to pay, and the said Contractor agrees to receive, for all of the aforesaid work, and for all additions thereto or deductions therefrom, the price shown on the Proposal submitted by the Contractor hereto attached and made a part hereof. Payment will be made in monthly installments upon actual work completed by contractor and accepted by the Owner and receipt of invoice from the Contractor. The agreed upon total Contract amount shall be One Hundred Twelve Thousand, Two Hundred and Ninetv- eieht Dollars, ($112,298.00). 9. It is further agreed that the performance of this Contract, either in whole or in part, shall not be sublet or assigned to anyone else by Contractor without the written consent of the Owner. 10. The Contractor agrees to pay at least the minimum wage per hour for all labor as the same is classified, promulgated and set out by the City of Fort Worth, Texas, a copy of which is attached hereto and made a part hereof the same as if it were copied verbatim herein. 11. It is mutually agreed and understood that this Contract is made and entered into by the parties hereto with references to the existing Charter and Ordinances of the City of Fort Worth, and the laws of the State of Texas governing all matters affecting this Contract, and the Contractor agrees to fully comply with all the provisions of the same. IN WITNESS THEREOF, the parties hereto have made and executed this Contract in multiple originals the day and year first above written, in Fort Worth, Tarrant County, Texas. 1111111.!,""„ RECOMMENDED: By: RI hard Zavala, Director ParH and Community Services APPROVED AS TO FORM AND LEGALITY: Assistant City Attorney NORTHSTAR CONSTRUCTION, INC. Nortbstar Construction, Inc. 3210 Joyce Drive Fort WortkIX 76116 TITLE ATTEST: y Hend City Secretary ) Date AUTHORIZATION M&C Approval Date: 4