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Contract 38080
CITY SECRETARY t OONTRACT NO. gO oe0�t frorMFM�s'l� - FORT WORT 14 '- CITY SECRE �! Ad00 S,N0110f1N1Sh100 SPECIFICATIONS D.O.E. FILE c AND '00 9NICIN08 S2J01^�bd1NOC CONTRACTOR'S BONDING 66.�ACT DOCUMENTS FOR 3113 -3.0'd AYGROUND RENOVATIONS AT: CONSTRUCTION'M EASTBROOK,RODEO, MESA VERDE, OBB NORTH AND ROSEMONT PARKS A�13b03S AliO CLIENT DEPARTMENIC -. PROJECT NAME PROJECT NUMBER D.O.E. NO. NEWBY C280/541200/809480056980 5669 EASTBROOK C280/541200/805480057180 5670 RODEO C280/541200/802480057280 5671 MESA VERDE C280/541200/804480057080 5973 COBB NORTH C280/541200/808480089780 5974 T ROSEMONT C280/541200/809480103680 5975 ROSEMONT (WALK) C280/541200/809500102880 5976 IN THE CITY OF FORT WORTH TEXAS MIKE MONCRIEF DALE FISSELER MAYOR CITY MANAGER RICHARD ZAVALA, DIRECTOR PARKS AND COMMUNITY SERVICES DEPARTMENT PARKS AND COMMUNITY SERVICES DEPARTMENT _ PLANNING AND RESOURCE MANAGEMENT DIVISION FUNDING OF PROJECT OFFICIAL RECORD �. BY CITY SECRETARY CITY OF FORT WORTH FT.WORTH,TX 2004 CAPITAL IMPROVEMENT PROGRAM MAY 2008 rage t of J City of Fort Worth, Texas Mayor and Council Communication i COUNCIL AC"nON: Approved on 11/11/2008 DATE: Tuesday, November 11, 2008 LOG NAME: 80NERCMR-PLYG REFERENCE NO.: C-23187 SUBJECT: Authorize Contract with Pegasus Texas Construction, LP., in the Amount of $626,530.00 for Playground Renovation at 'Newby, Eastbrook, Rodeo, Mesa Verde, Cobb North and Rosemont Parks RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with Pegasus Texas Construction, LP., in the amount of $626,530.00 for playground renovations at Newby, Eastbrook, Rodeo, Mesa Verde, Cobb North and Rosemont Parks sites. DISCUSSION: The 2004 Capital Improvement Bond Program (2004 CiP) allocated $3,226,800.00 for the replacement of deteriorating playgrounds at 36 park sites, which includes Newby, Eastbrook, Rodeo, Mesa Verde, Cobb North and Rosemont Parks. The playground renovations include site/equipment demolition, grading and installation of new playground equipment at all six park sites. Also, $97,900.00 was allocated from 2004 CIP for sidewalk replacement at Rosemont Park which is included as part of this bid. The Parks and Community Services (PACS) Department held public meetings with neighborhood groups for each park site to receive input and selection of the preferred playground prototype. Upon selection of the preferred prototype, PACS staff preceded with preparation of the construction documents. However, on _ July 15, 2008, (M8C C-22921) City Council authorized region of the single bid received on May 29, 2008, due to incomplete bid. The project was re-advertised on July 24 and 31, 2008. On August 24, 2008, the following bids were received: Bidders Base Bid Rer,9mmeq0@#Bid Alt. Total Pegasus Texas Construction, lP $605,583.00 $20,947.00 $626,530.00 HCE Construction,Inc. $661,363.40 $20,371.00 $681,734.40 Base Bid - Unit 1 - Newby ($88,762.00), Unit 2 - Fastbrook ($88,421.00), Unit 3 -Rodeo ($90,856.00), Unit 4 - Mesa Verde ($92,975.00), Unit 5-Cobb North($81,552.00) and Unit 6-Rosemont($163,017.00). Consist of demolition of existing playground 1acilitios, installation of new playground facilities, installation of new concrete entry and site grading at all six park sites. All parks ars: receiving similar improvements and the difference in bid amounts is primarily the result of rite r topography and conditions. Bid Alternate - Unit 1 - Newby Park, Line item 1 ($7,12.00 . Item (1) Consist of the installation of two 6-foot roc be next to layground area. Bid Alternate-Unit 2 -Eastbrook Park, tans items 1 and ,:t1 .00 Item (1) Consist of the installation of two 6-faot park tw.nr ON cm a is pad next to the playground area; and item (4) removal of existing picnic tables and installation of one eight-foot handicap table and one 6-foot picnic table. Mid://apps.cfwnet.org/council_pwkeVReports/mc_ptint.asp 11/11/2008 rage z. of s Bid Alternate - Unit 3 - Rodeo Park, Line item 1 and 3- ($4,258.00). Item (1) Consist of the installation of two 6-foot park benches on a concrete pad next to the playground -area; and item (3)the removal of existing picnic table and installation of one handicap table. Bid Alternate - Unit 4 -Mesa Verde, Line item 1 and 2-($4,995.00). •Item (1) Consist of the installation of two 6-foot park benches next to the playground area; and item (2) the installation of one handicap table with a concrete pad. Bid Alternate - Unit 5 -Cobb North, Line item 1 - ($2,182.00) Item (1) Consist of the installation of two 6-foot park benches next to the playground area. Bid Alternate - Unit 6 - Rosemont, Line item 1 and 3- ($3,994.00) Item (1) Consist of the installation of two 6-foot park benches next to the playground area; and item (3) the installation of two 6-foot park benches with a concrete pad. It is recommended that the Base Bid- Units 1, 2, 3, 4, 5, and 6 in the amount of$605,583.00 including all Bid Alternate Items listed above and the Bid Alternate for the Rosemont Park sidewalk in the amount of $20,947.00, totaling $626,530.00, as submitted by Pegasus Texas Construction, LP., be approved for award of contract. The contract time is 45 working days. In addition to the contract cost, associated contingency funding for construction inspection, project management and possible change orders is $74,000.00. M/WBE - Pegasus Texas Construction, LP., is in compliance with the City`s M/WBE Ordinance by committing to 24 percent M/WBE participation. The City`s goal on this project is 19 percent. There will be no annual budget impact associated with this project given that this work will replace existing r units. Construction is anticipated to commence in December 2008, and be completed in April 2009. .. Newby and Rosemont Park are located in COUNCIL DISTRICT 9, Eastbrook Park is located in COUNCIL DISTRICT 5, Rodeo Park is located in COUNCIL DISTRICT 2, Mesa Verde Park is located in COUNCIL DISTRICT 4 and Cobb North Park is looted in COUNCIL DISTRICT 8. _ FISCAL INFORMATIONICERTIFICATION: The Financial Management Services Director certifies that funds are available in the current capital budget, as appropriated, of the Park Improvements Fund. TO Fund/AccountlCenters FROM Fund/AccountlCenters C280 541600 809480056980 $90,944.00 C280 541600 805480057180 $91,757.00 C280 541600 802480057280 $95,114.00 C280 541600 804480057080 $97,970.00 C280 541600 808480089780 $83,734.00 C280 541600 809500102880 $66,407.00 C280 541600 809480103680 $100,604.00 bwp:Happs.cfwnet.org/council_packet/Reports/mc_print.asp 11/11/2008 Page 3 of 3 Submitted for City Managers OfFrce b Charles Daniels (6183) i Originating Department Head: Richard Zavala (5704) .. Additional Information Contact: Carlos Gonzalez (5734) i i i h`fp://apps.cfwnet.org/council_packet/Reports/mc_print.asp 11/11/2008 ADDENDUM #1 Playground Renovations at: Newby, Eastbrook, Rodeo, Mesa Verde, Cobb North and Rosemont Parks August 20, 2008 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 BID PROPOSAL Replace Bid Proposal Sheet 10. See addition to, Unit Twelve line item 6 (Sidewalk Removaq. END OF ADDENDUM#3 Bid Opening Date: August 21, 2008 Acknowledge the receipt of this Addendum on your Proposal. By. C�� Carlos Gonzale 00ject Manager Release Date: May 20, 2008 no TABLE OF CONTENTS 1. NOTICE TO BIDDERS 2. SPECIAL INSTRUCTIONS TO BIDDERS 3. PROPOSAL 4. 'GREEN'CEMENT POLICY COMPLIANCE STATEMENT 5. CITY OF FORT WORTH M/WBE ENTERPRISE SPECIFICATIONS 6. CITY OF FORT WORTH PREVAILING WAGE RATES 7. WEATHER TABLE - 8. VENDOR COMPLIANCE TO STATE LAW 9. CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION 10. PROJECT DESIGNATION SIGN 11. TECHNICAL SPECIFICATIONS DIVISION 1 -GENERAL REQUIREMENTS SECTION 01100-Summary of Work SECTION 01135-Contract Time SECTION 01140-Alternatives SECTION 01150-Payment To Contractor SECTION 01300-Submittals SECTION 01400-Quality Control SECTION 01410-Testing SECTION 01500-Temporary Facilities and Controls SECTION 01640-Substitutions and Product Options SECTION 01700-Project Closeout SECTION 01800-Contractor's Responsibility for Damage Claims DIVISION 2-SITE WORK Section 02200-Site Preparation Section 02140-Site Underdrains Section 02300-Earthwork Section 02537-Engineered Wood Fiber Playground Surfacing Section 02840-Turf Sodding Section 02860-Playground Equipment Section 02870-Site Furnishings Section 02930-Seeding DIVISION 3-CONCRETE Section 03300-Cast-in-Place Concrete DIVISION 7-THERMAL&MOISTURE PROTECTION Section 07920-Caulking and Sealants 11. CERTIFICATE OF INSURANCE 12. BIDDER'S STATEMENT OF QUALIFICATIONS 13. PERFORMANCE BOND 14. PAYMENT BOND 15. MAINTENANCE BOND 16. CONTRACT NOTICE TO BIDDERS Sealed Proposals for the following: Playground Renovations at: Newby Park C280 /541600 /809480056980 5669 Eastbrook Park C280 /541600 /805480057180 5670 Rodeo Park C280 /541600 /802480057280 5671 Mesa Verde Park C280 /541600 /804480057080 5973 Cobb North Park C280 /541600 /808480089780 5974 Rosemont Park C280 /541600 /809480103680 5975 Rosemont Park (Walk) C280 /541600 /809500102880 5976 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., Auqust 21, 2008 and then publicly opened and read aloud at 2:00 p.m. in Council Chambers 2"d 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. `Green' Cement: As per Fort Worth City Council Resolution No. 3536, the City Manager is authorized to specify the purchase of dry kiln cement with emissions not exceeding 1.7 pounds of NOx per ton of clinker produced. Should dry kiln cement be available at the time of Proposal submittal, Bidder(s) shall submit the 'Green Cement Policy Compliance Statement' along with the Bid Proposal.'If dry kiln cement is not available at the time of Proposal submittal, Bidder(s) shall furnish Good Faith Effort documentation in the form of letters from two (2) North Texas cement suppliers of green cement stating that no stock of green cement is available at time of Bid proposal submittal. Bidders shall submit either the 'Green Cement Policy Compliance Statement' or Good Faith Effort letters, as described above, with the Bid Proposal prior to bid opening. Failure to submit either documents at the time of Proposal submittal shall be grounds for rejecting the bid as non-responsive. 3. 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 M/WBE 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, Department of Engineering, 2"d 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 MWWBE vendors qualified to provide such services/materials for this project. A listing of qualified M/WBE vendors may be obtained at the City of Fort Worth M/WBE office, 3rd floor City Hall. Services/materials for this project are as follows: demolition/site prep clearing/grubbing grading/earthwork sodding concrete seeding steel rebar site furnishings earthwork The City's minimum M/WBE goal on this project is 19% of the total dollar value of this contract. 4. 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. All 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. 5. 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. 6. Pre -- Bid Conference: A pre-bid conference will'be held with prospective bidders at Services Offices Conference Room 1 on August 7, 2008 at 9:00 am. 7. Award of Contract The City reserves the right to reject any or all bids and waive any or all formalities. The City will award one contract with a combination of base bids and/or aitemates which is most advantageous to the City. No bid may be withdrawn until the expiration of 70 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 FISSELER PARKS AND COMMUNITY SERVICES DEPARTMENT CITY MANAGER 1. MARTY HENDRIX CITY SECRETARY By: Carlos Gonzalez, o ect Manager (817) 871- 5734 Thursday July 24, 2008 Thursday July 31, 2008 SPECIAL INSTRUCTIONS TO BIDDERS TABLE OF CONTENTS 1. BID SECURITY 2. PROPOSAL 3. ADDENDA 4. AWARD OF CONTRACT 5. PAYMENT, PERFORMANCE AND MAINTENANCE BONDS 6. LIQUIDATED DAMAGES 7. EMPLOYMENT 8. WAGE RATES 9. FINANCIAL STATEMENT 10. INSURANCE 11. NON-RESIDENT BIDDERS 12. MINORITY/WOMEN BUSINESS ENTERPRISE 13. PROTECTION OF TREES,PLANTS AND SOIL 14. `GREEN' CEMENT POLICY 15. BIDDER'S STATEMENT OF QUALIFICATIONS 16. OZONE ALERT DAYS 17. WORKERS COMPENSATION INSURANCE COVERAGE SPECIAL INSTRUCTIONS TO BIDDERS 1. BID SECURITY: Cashier's check or an acceptable bidder's bond payable to the City of Fort Worth, in an amount of not less than 5 percent of the largest possible total of the bid submitted must accompany the bid,and is subject to forfeit in the event the successful bidder fails to execute the contract documents within ten days after the contract has been awarded. To be an acceptable surety on the bid bond, the surety must be authorized to do business in the state of Texas. In addition, the surety must (1) hold a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law; or (2)have obtained reinsurance for any liability in excess of$100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law. Satisfactory proof of any such reinsurance shall be provided to the City upon request. The City, in its sole discretion, will determine the adequacy of the proof required herein. 2. PROPOSAL: After proposals have been opened and read aloud,the proposals will be _ tabulated on the basis of the quoted prices, the quantities shown in the proposal,and the application of such formulas or other methods of bringing items to a common basis as may be established in the Contract Documents. LA The total obtained by taking the sum of the products of unit prices quoted and the estimated quantities plus any lump sum items and such other quoted amounts as may enter into the cost of the completed project will be considered as the amount of the bid. Until the award of the contract is made by the Owner,the right will be reserved to reject any or all proposals and waive technicalities,to re-advertise for new proposals, or to proceed with the work in any manner as maybe considered for the best interest of the Owner. The quantities of work and materials to be furnished as may be listed in the proposal forms or other parts of the Contract Documents will be considered as approximate only and will be used for the purpose of comparing bids on a uniform basis. Payment will be made to the Contractor for only the actual quantities of work performed or materials furnished in strict accordance with the Contract Documents and Plans. The quantities of work to be performed and materials to be furnished may be increased or decreased as hereinafter provided,without in any way invalidating the unit prices bid or any other requirements of the Contract Documents. 3. ADDENDA: Bidders are responsible for obtaining all addenda to the Contract Documents prior to the bid receipt. Information regarding the status of addenda may be obtained by contacting 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. 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 T and recommend to the City Council the best bid based on the combined benefits of total SPECIAL INSTRUCTIONS TO BIDDERS - i - 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. 5. PAYMENT PERFORMANCE AND MAINTENANCE BONDS: The successful bidder entering into a contract for the work will be required to give the City surety in a sum - equal to the amount of the contract awarded. The successful bidder shall be required to furnish bonding as applicable in a sum equal to the amount of the contract awarded. The form of the bond shall be as herein provided and the surety shall be acceptable to the City. All bonds furnished hereunder shall meet the requirements of Chapter 2253 of the Texas Government Code, as amended. A. If the total contract price is$25,000 or less,payment to the contractor shall be made in one lump sum. Payment shall not be made for a period of 45 calendar days from the date the work has been completed and accepted by the City. B. If the contract amount is in excess of$25,000, a Payment Bond shall be executed, in the amount of the contract, solely for the protection of all claimants supplying labor and material in the prosecution of the work. C. If the contract amount is in excess of$100,000, a Performance Bond shall be executed, in the amount of the contract conditioned on the faithful performance of the work in accordance with the plans, specifications, and contract documents. Said bond shall solely be for the protection of the City of Fort Worth. D. A 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 6. LIQUIDATED DAMAGES: The Contractor's attention is called to Part 1 -General Provisions, Item 8, Paragraph 8.6, Standard Specifications for Street and Storm Drain Construction of the City of Fort Worth,Texas,concerning liquidated damages for late completion of projects. SPECIAL INSTRUCTIONS TO BIDDERS -2- 7 EMPLOYMENT: All bidders will be required to comply with 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. 8 WAGE RATES: All bidders will be required to comply with provision 5159a of "Vernons Annotated Civil Statutes" of the State of Texas with respect to the payment of prevailing wage rates as established by the City of Fort Worth, Texas, and set forth in Contract Documents for this project. 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 9. 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 statement is to be prepared by an independent Public Accountant holding a valid permit issued by an appropriate State Licensing Agency. 10. INSURANCE: Within ten days of receipt of notice of award of contract,the Contractor must provide, along with executed contract documents and appropriate bonds, proof of insurance for Workers Compensation(statutory); Comprehensive General Liability ($1,000,000 per occurrence, $2,000,000 aggregate); and Automobile Insurance ($1,000,000 each accident on a combined single basis or$250,000 property damage/$500,000 bodily injury per person per occurrence. A commercial business policy shall provide coverage on"any auto",defined as autos owned, hired, and non- owned). Additional lines of coverage may be requested. If such a request is made after bid opening, Contractor shall be entitled to additional compensation equal to 110%of the additional premium cost. For worker's compensation insurance requirements, see Special Instructions to Bidders- Item 16. ADDITIONAL INSURANCE REQUIREMENTS: A. The City, its officers, employees and servants shall be endorsed as an additional insured on Contractor's insurance policies excepting employer's liability insurance coverage under Contractor's workers' compensation insurance policy. B. Certificates of insurance shall be delivered to the City of Fort Worth, contract administrator in the respective department as specified in the bid documents, 1000 Throckmorton Street, Fort Worth, TX 76102, prior to commencement of work on the contracted project. C. Any failure on part of the City to request required insurance documentation shall not constitute a waiver of the insurance requirements specified herein. D. Each insurance policy shall be endorsed to provide the City a minimum thirty days notice of cancellation, non-renewal, and/or material change in policy terms or coverage. A ten days notice shall be acceptable in the event of non-payment of premium. SPECIAL INSTRUCTIONS TO BIDDERS -3- 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. 1]. NON-RESIDENT BIDDERS: Pursuant to Texas Government Code,art. 2252.002,the City of Fort Worth will not award this contract to a non-resident bidder unless the non- resident's bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a non-resident bidder to obtain a comparable contract in the state in which the non- resident's principal place of business is located. "Non-resident bidder" means a bidder whose principal place of business is not in this state, but excludes a contractor whose ultimate parent company of majority _ owner has its principal place of business in this state. "Texas resident bidder" means a bidder whose principal place of business is in this _ state, and includes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. SPECIAL INSTRUCTIONS TO BIDDERS -4- This provision does not apply if the project is funded in whole or in part with federal funds. The appropriate blanks of the Proposal must be filled out by all non-resident bidders in order for its bid to meet specifications. The failure of a non-resident contractor to do so ' will automatically disqualify that bidder. 12. MINORITY/WOMEN BUSINESS ENTERPRISE: In accordance with City of Fort Worth Ordinance No. 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. in. five (5)City business days after the bid opening date, exclusive of the bid opening date. The bidder shall submit the documentation at the reception area of the Department of Engineering("Managing Department"),2nd floor, City Hall, and shall obtain a receipt. Failure to comply shall render your bid non-responsive. Upon contract execution between the City of Fort Worth and the successful bidder,now known as Contractor, a pre-construction meeting will be scheduled at which time the Contractor is required to submit either Letters of Intent or executed agreements with the M/WBE firm(s)to be utilized on this project. Such Letters of Intent or executed agreements shall include the following information: 1. Name of Contract 2. Name of M/WBE firm utilized 3. Scope of Work to be performed by the M/WBE firm 4. Monetary amount of work to be performed by the M/WBE firm 5. Signatures of all parties A notice to proceed will not be issued until the signed letter(s) or executed agreement(s)have been received. Throughout the duration of this project, the Contractor comply with the M/WBE Ordinance by complying with the following procedures: • A M/WBE Participation Report Form must be submitted monthly until the contract is completed. The first report will be due 30 days after commencement of work. The monthly report MUST have an original signature to ensure accountability for audit purposes. • Reports are to be submitted monthly to the M/WBE Office, regardless of whether or not the M/WBE firm has been utilized. If there was no activity by an M/WBE in a particular month, place a"0"or "no participation" in the spaces provided, and provide a brief explanation. • The Contractor shall provide the M/WBE Office proof of payment to the M/WBE subcontractors and suppliers only. The M/WBE Office will accept the following as SPECIAL INSTRUCTIONS TO BIDDERS -5- proof of payment: 1. Copies of submitted invoices with front and back copies of canceled check(s), OR 2. A notarized letter explaining,in detail: a Subcontractor/supplier Scope of Work b. Date when services were received from subcontractor/supplier c. Amounts paid to the subcontractor/supplier d. Original signatures from both parties must be included on this letter. • If the Contractor foresees a problem with submitting participation reports and/or proof of payment on a monthly basis,the M/WBE Office should be notified. If the Contractor wishes to change or delete an M/WBE subcontractor or supplier,adhere to the following: 1. Immediately submit a Request for Approval of Change Form to the M/WBE Office explaining the request for the change or deletion. 2. If the change affects the committed M/WBE participation goal, state clearly how and why in documentation. a. All requests for changes must be reviewed and pre-approved by the M/WBE Office. b. If the Contractor makes change(s)prior to approval,the change will not be considered when performing a post compliance review on this project. • Upon the Contractor's successful completion of this project,and within ten days after receipt of final payment from the City of Fort Worth,The Contractor will provide the M/WBE Office with a Final Participation Report Form to reflect the total participation from ALL subcontractors/suppliers utilized on the project. • All forms are available at the M/WBE Office, 3rd floor-City Hall. For additional information regarding compliance to the M/WBE Ordinance, call (817) 871-6104. Upon request, Contractor agrees to provide to Owner Complete and accurate information regarding actual work performed by a Minority/Women Business Enterprise(M/WBE) on the contract and payment therefore. Contractor further agrees to permit an audit and/or examination of any books,records or files in its possession that will substantiate the actual work performed by an M/WBE. The misrepresentation of facts (other than a - negligent misrepresentation)and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal, state or local laws or ordinances relating to false statements; further, any such misrepresentation(other than a negligent misrepresentation)and/or commission of fraud will result on the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three years. �- 13. 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 SPECIAL INSTRUCTIONS TO BIDDERS -6- 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 Contractor by the City. To prevent the spread of the Oak Wilt fungus,all wounds on Live Oak and Red Oak trees shall be immediately sealed using a commercial pruning paint. This is the only instance when pruning paint is recommended. 14. `GREEN' CEMENT POLICY: As per Fort Worth City Council Resolution No. 3536,all cement utilized for this project shall be procured from a kiln utilizing a dry kiln process or from any kiln that does not produce an excess of 1.71b of NOx emissions per ton of clinker produced. All related costs for complying with the `Green' Cement Policy shall be considered subsidiary to the applicable project pay items. This policy shall also apply to all cement products including concrete and concrete products. 15. BIDDER'S STATEMENT OF QUALIFICATIONS 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 w 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. 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. SPECIAL INSTRUCTIONS TO BIDDERS -7- 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 Project 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 _ 1. 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 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. SPECIAL INSTRUCTIONS TO BIDDERS -8- 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. 16. 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. 17. WORKERS COMPENSATION INSURANCE COVERAGE: Contractors compliance with Workers Compensation shall be as follows: A. Definitions: Certificate of coverage("certificate")-A copy of a certificate of insurance, a certificate of authority to self-insure issued by the commission, or a coverage agreement(TWCC-81,TWCC-82,TWCC-83,or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity employees providing services on a project, for the duration of the project. INS Duration of the project- includes the time from the beginning of the work on the project until the contractor's/person's work on the project has been completed and accepted by the governmental entity. Persons providing services on the project("subcontractor" in 406.096)- includes all persons or entities performing all or part of the services the contractor has undertaken to perform on the project,regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies,motor carriers, owner-operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials,or providing labor,transportation,or other service related to a project. SPECIAL INSTRUCTIONS TO BIDDERS -9- Y "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: (a) a certificate of coverage,prior to the other person or entity beginning work on the project; and (b) a new certificate of coverage showing extension of coverage,prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; ' (5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter. (b) notify the governmental entity in writing by certified mail or personal delivery, within ten days after the person knew or should have known,of any change that materially affects the provision of coverage of any person providing services on the project;and (7) contractually require each person with whom it contracts, to perform as required by paragraphs(1)- (7),with the certificates of coverage to be provided to the person for whom they are providing services. J. By signing this contract or providing or causing to be provided a certificate of coverage,the contractor is representing to the governmental entity that all employees of the contractor who will provide services on the project will be covered by workers' compensation coverage for the duration of the project,that the coverage will be based on proper reporting of classification codes and payroll amounts,and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self- insured, with the commission's Division of Self-Insurance Regulation. 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. "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 SPECIAL INSTRUCTIONS TO BIDDERS - 11 - 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(S 12)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 T coverage.,' END OF SECTION SPECIAL.INSTRUCTIONS TO BIDDERS -12- PROPOSAL TO: Mr.Dale Fisseler City Manager Fort Worth,Texas FOR: PARK IMPROVEMENTS AT: Newby Park C280/541600/809480056980 DOE NO.5669 Eastbrook Park C280/541600/805480057180 DOE NO.5670 Rodeo Park C280/541600/802480057280 DOE NO.5671 Mesa Verde Park C280/541600/804480057080 DOE NO.5973 Cobb North Park C280/541600/808480089780 DOE NO.5974 Rosemont Park C280/541600/809480103680 DOE NO.5975 Rosemont Park C280/541600/809500102880 DOE NO.5976 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. w 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 BASE BID UNIT ONE-NEWBY PARK o� 1. 1 EA Furnish and Install Project Sign(per specifications)@ �j l i—yq r✓V �p�NRerXe� fbJ(�6e61 Nb4WDoliars& �C`Y Cents per EA $ 1,4 .00 $ 1 Demolition and Removal of Existing Playground Equipment,Safety Surfacing,Concrete Walk,Concrete Edging,Concrete Slab,Picnic Tables,Benches,Tree, Tree Stump and Remove Basketball Goal in Salvageable 2. 1 LS Conditions.(sheet 2 of 17)@ 401 J8/ AJ 517,hdnr A_Dollars& Cents per LS $ 5,670.00 $ 5,670.00 3. 1 LS Excavation/Grading(sheet 5 of 17) eW�15� � � ars& eru„ Cents per LS $ 8,757.00 $ 8,757.00 Installation of Concrete Landing/Walk(5"depth)(sheet 5 4. 680 SF of 17)@ Dollars& Cents per SF $ 6.00 $ 4,080.00 PROPOSAL � 1 �+ PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICE WRITTEN IN WORDS PRICE AMOUNT BID 5. 258 LF Concrete Mow Strip(sheet 5 of 17)@ Dollars& 60/60 Cents per LF $ 14.00 $ 3,612.00 _ 6. 1 EA rrPlayground HC accessible Ramp(sheet 5 of 17)@ ti��Jn�nL� AW _Dollars& to.4�e Cents per EA $ 519.00 $ 519.00 7. 1 EA Pedestrian HC accessible Ramp(sheet 5 of 17)@ SgAu ky j@aJ A,* (We Dollars& AAA&s Cents per EA $ 794.00 $ 794.00 8. 1 EA Specified Play Structure Installed sheAt.12 Of 17^@ Cents per EA $ 41,387.00 $ 41,387.00 9. 2 EA Specified.,rinMLmal, ;In,tall�ed,(sho lays&of 17)@ '111hYrb/joo 11MrpAr' �Cen�tsper EA $ 1,334.00 $ 2,668.00 Specified Two(2)Bay Swing Installed(Sheet 12 of 17) 10. 1 EA W� 4j V11M Jilw 'ALDollars& Cents per EA $ 4,221.00 $ 4,221.00 Installation of Safety Surfacing Material w/Wear Mats 11 1 Li�A(sheet�l AAof 7)RJL �0'- Dollars& •k R Cents per LS $ 11,530.00 $ 11,530.00 12. 1 LS Sub Drain/Headwall Installation(sheet 5 of 17)@ Dollars& ~tA Cents per LS $ 4,080.00 $ 4,080.00 UNIT ONE- TOTAL $ 8 8.00 00 UNIT TWO-EASTBROOK PARK 1. 1 EA Furnish and Install Project ign(per specifications)@ OAe 6g Dollars& 9�41b) Cents per EA $ 1,440.00 $ 1,440.00 Demolition and Removal of Existing Playground Equipment,Safety Surfacing,Concrete Walk,Concrete �- 2. 1 LS Edging,Concrete Slab,Qenches,(sheet 2 of 17)@ Dollars& s Cents per LS $ 4,456.00 $ 4,456.00 3. 1 LS Excav iopx#/Gradding(s eet of 17 @ M�ra�I %"�%' P4 r-4�Dollars& 11400. Cents per LS $ 8,309.00 $ 8,309.00 4. 1 EA Purchase and Install Rail Road Tie(sheet 6 of 17)@ prg,IWCA ,J Dollars& Cents per EA $ 180.00 $ 180.00 ONO PROPOSAL 2 PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICE WRITTEN IN WORDS PRICE AMOUNT BID Installation of Concrete Landing/Walk(5"depth)(sheet 6 5. 870 SF of 17)@ sty Dollars& Cents per SF $ 6.00 $ 5,220.00 6. 258 LF Concrete Mow Strip(sheet 6 of 17)@ �irrlts� Dollars& •• Cents per LF $ 14.00 $ 3,612.00 7, 1 EA Playground HC accessible Ramp(sheet 6 of 17)@ Dollars& Cents per EA $ 519.00 $ 519.00 8. 1 EA Pedestrian HC accessible Ramp(sheet 6 of 17)@ %itol V.V Ol i fior Dollars& Cents per EA $ 794.00 $ 794.00 9. 1 EA pecified Play Structure Installed he t1�f 17).@ /1 ,J ollars 1 p%,n Cents per EA $ 41,387.00 $ 41,387.00 10. 2 EA Specified Spring Animals Installed(,sheet,l2 of 17)@ Oft 4% • iAv )olfars& Cents per EA $ 1,334.00 $ 2,668.00 Specified Two(2)Bay Swing Installed(Sheet 12 of 17) 11. 1 EA @ 1 4 OnC 4'j 4'Wb kglnal Dollars 8 Cents per EA $ 4,221.00 $ 4,221.00 �r Installation of Safety Surfacing Material w/Wear Mats 12. 1 LS (sheet 6 of 17)@ ((' .�.s1 �wj, G-de Ckiu awf..►� k�J�W"!'Dollars& Cents per LS $ 11,535.00 $ 11,535.00 13. 1 LS Sub Drain/Pup-Up Emitter Installation(sheet 6 of 17)@ o14 4h Dollars& r •o Cents per LS $ 4,080.00 $ 4,080.00 UNIT TWO- TOTAL $ 88,421.00 UNIT THREE-RODEO PARK 1. 1 EA Furnish and Instill Project Sign(pr[ ecifications)@ Oni6 ('�oI t J 1wr 1AVj"j ' U rs& Cents per EA $ 1,440.00 $ 1,440.00 Demolition and Removal of Existing Playground Equipment,Safety Surfacing,Concrete Walk,Concrete 2. 1 LS Edging,Concrete Slab,Conccrrette�Cur (sheet of 17� t'(AkA �l� 1% ollars JI Cents per LS $ 11,274.00 $ 11,274.00 3. 1 LS Excavation/Grading(sheet 7 of 17) (c I .sk►s {w y s��t ollars 8 Cents per LS $ 5,256.00 $ 5,256.00 Installation of Concrete Landing/Walk(5"depth)(sheet 7 4. 456 SF of 17)@ !OIL Dollars& Cents per SF $ 8.00 $ 2,736.00 PROPOSAL 3 - PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICE WRITTEN IN WORDS PRICE AMOUNT BID 5. 124 LF C ncrete Mow Strip(sheet 7 of 17)@ Dollars& Cents per LF $ 14.00 $ 1,736.00 6. 1 EA rrPlayground HC accessible Ramp(sheet 7 of 17)@ Z1�1G V,,aftkCA RjiftjQ�i Dollars& a Cents per EA $ 519.00 $ 519.00 7. 2 EA Pedestrian HC accessible {{Ram�(.sshheet 7 of 17)@ 4�0�jMA dy'. q 'W'�ollars& �/�a-I$ Cents per EA $ 794.00 $ 1,588.00 8. 1 EA Specified Play Structure Installed s et 13g0f 7)@ UZ 'vA� +klu ollars y•x / Cents per EA $ 41,386.00 $ 41,386.00 9. 2 EA Specified Spring Animals Installed h t 1 f 17 rs jr Cents per EA $ 1,334.00 $ 2,668.00 Specified Two(2)Bay Swing Installed � "�(Sheet w- 13 of 17) 10. 1 EA @ �i► 1Sr►� k.nd� `ed^' 1 O fp�y � g Dollars& e� Cents per EA $ 4,221.00 $ 4,221.00 Installation of Safety Surfacing Material w/Wear Mats 11. 1 LS (sheet 7 of 17)@ � {'ti1�YIGlr �`�IYi�Ad N� Dollars& Cents per LS $ 13,952.00 $ 13,952.00 12. 1 LS Sub Drain/Headwall Installation(sheet 5 of 17)@ k►O.1SW4 `iq�► Dollars& dp' Cents per LS $ 4,080.00 $ 4,080.00 UNIT THREE- TOTAL $ 90,856.00 UNIT FOUR-MESA VERDE PARK 1. 1 EA Furnish and Install Project Sign(per specifications)@ 10 four k00d04 40'N Dollars& Cents per EA $ 1,440.00 $ 1,440.00 Demolition and Removal of Existing Playground Equipment,Safety Surfacing,Concrete Walk,Concrete Edging,Concrete Slab,Picnic Tables,Benches,Tree, Tree Stump and Remove Basketball Goal in Salvageable 2. 1 LS Conditions.(sheet 3 of 17)@ '�C A (�Iosua� Sid SI!� Dollars& Cents per LS $ 10,066.00 $ 10,066.00 3. 1 LS Excavation/Grading(sheet 5 of 17)�, �` �1Jlr kb iXau� Je( Dol�a!V 1 00400Cents per LS $ 5,248.00 $ 5,248.00 Installation of Concrete Landing/Walk(5"depth)(sheet 8 4. 575 SF of 17)@ CZj X Dollars& gents per SF $ 6.00 $ 3,450.00 5. 73 LF Concrete Mow Strip(sheet 8 of 17)@ 6(6_/� Dollars& r_ "1 i %* Cents per LF $ 14.00 $ 1,022.00 PROPOSAL 4 PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICE WRITTEN IN WORDS PRICE AMOUNT BID 6. 19 CY Concrete Wall(sheet 8 of 17)@ ImAIMA fum, Si X—Dollars& 60Jep Cents per EA $ 196.00 $ 3,724.00 7. 11 CY Reinforce Co Crete all(sheet 8 of 17)@ 1 L,',L Dollars& 001,00 Cents per EA $ 226.00 $ 2,486.00 It 8. 1 EA Playground HC accessible Ramp(sheet 8 of 17)@ �wb Dollars& no hpp Cents per EA $ 519.00 $ 519.00 9. 1 EA Pedestrian HC accessible Ramp(sheet 8 of 17)@ 50f, [IN- Dollars& Cents per EA $ 794.00 $ 794.00 10. 1 EA Specified Play Structure Installed(sheet{14 Of 17)@ MM. 4,1Jd J ollar's% whoo Cents per EA $ 39,690.00 $ 39,690.00 11. 1 EA t1 Specified Platform�Whirl Installed(s eet 14 of 17)@ 1fiW ill[ru� SCJIA 1�SM1AIM� ollars& �L'1O0 Cents per EA $ 3,708.00 $ 3,708.00 Specified Two(2)Bay Swing Installed(Sheet 14 of 17) Ll( W I1.AX �00 MAJJlJ �",Ila s& Cents per EA $ 4,221.00 $ 4,221.00 Installation of Safety Surfacing Material w/Wear Mats 13. ,f. 1 LS (sheet 8 of 17)a .ode.�AvIX� J JL Dollars& Q7 Cents per LS $ 12,527.00 $ 12,527.00 Sub Drain/Pup-Up Emitter Installation(sheet 8 of 17) 14. 1 LS @ ASAV4 Dollars& 06 LD'n Cents per LS $ 4,080.00 $ 4,080.00 1 UNIT FOUR- TOTAL $ 92,975.00 UNIT FIVE-COBB NORTH PARK 1. 1 EA Furnish and Instal Project Sign(per specifications)@ OR%. / ( _Dollars& C,o 00 Cents per EA $ 1,440.00 $ 1,440.00 Removal and Relocation of Existing Park Sign(sheet 3 of 2. 1 LS 17)@ hit,IPt A Dollars& t1 00 Cents per LS $ 300.00 $ 300.00 3. �� 1 ,LLS` Excav ion/Grading(sheet 5 of 17)@ A�o' *bJi nJ i Dt rrB 12 Cents per LS $ 5,567.00 $ 5,567.00 Installation of Concrete Landing/Walk(5"depth)(sheet 9 4. 875 SF of 17)@ j 7L Dollars& b fl ID>D Cents per SF $ 6.00 $ 5,250.00 PROPOSAL 5 PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICE WRITTEN IN WORDS PRICE AMOUNT BID 5. 258 LF Concrete Mow Strip(sheet 9 of 17)@ Dollars& Q� O Cents per LF $ 14.00 $ 3,612.00 6. 1 EA Play round HC accessible Ramp(sheet 9 of 17)@ Dollars& Cents per EA $ 519.00 $ 519.00 7. 1 EA Specified Play Structure Installed is eet 12 Of 17)@ �p(�y 04 ► - I ♦ goel aarrs& ` 0 Cents per EA $ 41,267.00 $ 41,267.00 8. 2 EA Specified Spring Animals Installed sAhee12 of 17)@ OVA 00 Cents per EA $ 1,417.00 $ 2,834.00 Specified Two(2)Bay Swing Installed(Sheet 12 of 17) 9.GU 1 EA @ J1 Jf spa �.%A 01'Dollars& Cents per EA $ 4,221.00 $ 4,221.00 Installation of Safety Surfacing Material w/Wear Mats 10. 1 LS (sh of et 1 @ Qkae�► tfuwn� 104 �o Dollars& 60(to* Cents per LS $ 11,502.00 $ 11,502.00 T` 11. 1 LS Sub Drain/Catch Basin Installation(sheet 9 of 17)@ 44. f aj oN Dollars& p Cents per LS $ 5,040.00 $ 5,040.00 UNIT FIVE- TOTAL $ 81,552.00 UNIT SIX-ROSEMONT PARK 1. 1 EA Furnish and Install Project Sign(per specifications)@ OAL Y001611l 6r\WnJ"J ;/h Dollars& 00, 0 Cents per EA $ 1,440.00 $ 1,440.00 Demolition and Removal of Existing Playground Equipment,Safety Surfacing,Concrete Walk,Concrete Edging,Concrete Curb,Abandon Design Fountain(sheet 2. 1 LS 4 of 17)@ � Ql19"' ►tx&.J [A WJ(4olla s& -14 D Cents per LS $ 18,760.00 $ 18,760.00 3. 1 LS Excavation/Grading(sheet 11 of 17)[c� i,A♦� Ci Jh1 .o (1 Ci ti{� �d ollars& Cents per LS $ 19,828.00 $ 19,828.00 Installation of Concrete Landing/Walk(5"depth)(sheet 10 4. 7121 SF of 17)@ S!)I Dollars& Cents per SF $ 6.00 $ 42,726.00 5. 274 LF Concrete Mow Strip(sheet 10 of 17)@ .Ou(4WP% Dollars& 021 Cents per LF $ 14.00 $ 3,836.00 PROPOSAL 6 PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICE WRITTEN IN WORDS PRICE AMOUNT BID Installation of 28.5 LF of Curb and Gutter and Two 6. 1 LS Concrete Wheel Stops(sheet 10 of 17)@ Dollars& O� Cents per LS $ 17.00 $ 17.00 7. 1 EA Playground HC accessible Ramp(sheet 10 of 17)@ Dollars& Cents per EA $ 519.00 $ 519.00 8. 1 EA Specified Play Structure Installed(sheet 15 Of 17)@ ow �jN ��4L `��1sniju►O j yi X UJA NJ ""5611ars& Cents per EA $ 39,690.00 $ 39,690.00 9. 1 EA Specified Platform Whirl Installed( heet 15 of 17)@ 4f ) Vtjf, 11 tj 'Dollars& OOA 02 Cents per EA $ 3,708.00 $ 3,708.00 10. 1 EA Specified Net Climber Installed(Sh?�eet 151.17�@ ilr A*401 4 %j%L �44604 Pftar p Cents per EA $ 15,965.00 $ 15,965.00 Installation of Safety Surfacing Material w/Wear Mats 11. 1 LS (sheet 10 of 17)@ J J �y.� �IJ� (Dollars&I Ot+ Cents per LS $ 12,448.00 $ 12,448.00 Sub Drain/Pop-Up Emitter Installation(sheet 10 of 17) 12. 1 LS @ .140 Vj r Dollars& 291(cw Cents per LS $ 4,080.00 $ 4,080.00 UNIT SIX- TOTAL $ 163,017.00 BID ALTERNATES UNIT BA ONE-NEWBY PARK 1. 2 EA Insta ation of 6'Bench(sheet 5 of 17)@ OM &4" h j" OAL Dollars& •+ Cents per EA $ 1,091.00 $ 2,182.00 Installation of 1087 SF of Concrete Walk/Pad,Installation of Drainage Channel and Installation of Existing 2. 1 LS Basketball Post(Sheet 5 of 17)@ HO A A 44 o ve s4 4f'1 Oill Dollars&" Cents per LS $ 11,756.00 $ 11,756.00 1. Installation of One 6'Bench with 39 SF Coperet�Pad 3. 1 LS (sheet 5 of 17)@ n V e CA .Jli Dollars& *b 0 Cents per LS $ 1,304.00 $ 1,304.00 Installation of 6'Bench with a 5"x 5'x 12'Concre a Pad 4. 2 EA (sheet 5 of 17)@ r.I �JAarsj A'A� pAV. O A f►/� f� Dollars& Cents per EA $ 1,419.00 $ 2,838.00 UNIT BA ONE- TOTAL $ 18,080.00 PROPOSAL 7 PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICE WRITTEN IN WORDS PRICE AMOUNT BID UNIT BA TWO-EASTBROOK PARK Installation of two 6'Bench with an 89 SF Concrete Pad 1. 1 LS isheet 6 of 17)@ IAl ^'AwNi &CdN •ru rjNJ w 41 Dollars& O� ea Cents per LS $ 1,697.00 $ 1,697.00 Installation of a 6'Bench with a 42 SF Concrete Pad 2. 1 LS (Sheet 6 of 17)@ k aL �W^Ar, J kwG"4 4`a- Dollars& Cents per LS $ 1,321.00 $ 1,321.00 Installation of 950 SF of Concrete Pad&Walk and a 3. 1 LS 5fk. ` A Basketball GoalP� (she�e`�of 17)�.& OM 1S,a Cents per LS $ 6,807.00 $ 6,807.00 Remove esiting tables&install one 8'HC Table and one 4. 1 LS 6'Picnic Table. 7 �JKj �;0r�►i AA- 0. swuS Dollars& Cents per LS $ 1,639.00 $ 1,639.00 UNIT BA TWO- TOTAL $ 11,464.00 UNIT BA THREE-RODEO PARK Installation of Two 6'Bench With a 5"X 5'X 22'Concrete 1. 1 LS Pad sheet 7 of 17)@ j.,j mA �1.Ntt1 3aw^ Dollars& evo Cents per LS $ 2,783.00 $ 2,783.00 Installation of 6'Bench With a 5"X 5'X 12'Concrete Pad 2. 2 EA (sheet 7,of�1�7�)@wF(w4am Lim 'PVM &ft Dollars& by Cents per EA $ 1,419.00 $ 2,838.00 Remove Existing Table and Install One 8'HC Table = 3. 1 LS (sheet 7 of 17)@ r_ I,.4n.4 1;;J'e- Dollars& s Cents per LS $ 1,475.00 $ 1,475.00 am Installation of Trash Can Receptacle 71 P55RB-SM(Sheet 4. 2 EA 7 of 17)@ �A&I N Dollars& Cents per EA $ 1,070.00 $ 2,140.00 5. 1 EA Speci d Buck-A-Bout in tailed ( eet 13 of 17)@ s &§%A Dollars& 5* Cents per EA $ 2,012.00 $ 2,012.00 00 UNIT BA THREE- TOTAL $ 11,248.00 UNIT BA FOUR-MESA VERDE PARK 1. 2 EA Installation of 6'Bench(sheet 8 of 171@ -Dollars& Cents per EA $ 1,091.00 $ 2,182.00 Installation of One HC Picnic Table with 245 SF Concrete .� 2. 1 S Pad(sheet 8 of 17)S�V J.-.e Aj..;j-V4*A .+iS�.1 d ei Dollafs& (a- �d Cents per LS $ 2,813.00 $ 2,813.00 PROPOSAL 8 PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICE WRITTEN IN WORDS PRICE AMOUNT BID Installation of 6'Bench with a 5"x 5'x 1 'Concr to Pad 3. 1 EA (sheet 8 of 17)@ SA Dollars& L�_Cents per EA $ 1,419.00 $ 1,419.00 mEd UNIT BA FOUR- TOTAL $ 6,414.00 UNIT BA FIVE-COBB NORTH PARK 1. 2 EA InstallatjQ�n oaf 6'Bench(sheet 9 of 117) oft \�`or sue'1 VFW ftI.t c Tars& %sue Cents per EA $ 1,091.00 $ 2,182.00 Installation of Trash Can Receptacle 71 P55RB-SM(Sheet 2. 1 EA 9 of 17) & •s Cents per EA $ 1,070.00 $ 1,070.00 Installation of Two 6'Bench with 291 SF ConcrejPK J 3. 1 LS (sheet 91off 17)@ `µ, `►Vw r"0 .,0% `rI Dollars& CV91-1.p. Cents per LS $ 2,800.00 $ 2,800.00 Installation of 6'Bench with a 5"x 5'x 12'Concrete Pad 4. 2 EA (sheet 9 of 17)@ ��� KTm--4� oft- At%d4s+4%% 60, Dollars& es Cents per EA $ 1,419.00 $ 2,838.00 UNIT BA FIVE- TOTAL $ 8,890.00 UNIT BA SIX-ROSEMONT PARK 1. 2 EA Installation f 6'Bench(sheet 1A of � G> �J►�d Do ars& Cents per EA $ 1,091.00 $ 2,182.00 Installation of Trash Can Receptacle 71 P55RB-SM(Sheet 2. 1 EA 10 of 17)@ pMa►S•.�.� Dollars& o�►/na Cents per EA $ 1,070.00 $ 1,070.00 Installation of Two 6'Bench with a 5"x 5'x 22'Concrete 3. 1 EA Pad(shejt�10 of 17)a �L* �^i� �-A{e O� s- Dollars& ��y) Cents per EA $ 1,812.00 $ 1,812.00 Installation of 6'Bench with a 5"x 5'x 12'Concrete Pad 4. 2 EA (sheet 100/of 17) pk- -Y.o��f�r Dollars& Cents per EA $ 1,419.00 $ 2,838.00 Installation of Concrete Landing/Walk(5"depth)(sheet 10 5. 4478 SF of 17)(B Dollars& /_ _ Cents per SF $ 6.00 $ 26,868.00 PROPOSAL � 9 PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICE WRITTEN IN WORDS PRICE AMOUNT BID 6. 1 LS Alt.Sidewalk Removal(sheet 4 of 17) iL, �►Y ZS ►-j Dollars& Cents per LS $ 6,000.00 $ 6,000.00 �-r 7. 1 LS AIt.,E_xc+avation/Grading(sheet 11q(,17q 00 p 7 Cents per LS $ 19,828.00 $ 19,828.00 8 2570 SF Inallation of Concrete Pad(sheet 10 OF 17)@ 6 X ' Dollars& 4u C. Cents per SF $ 6.00 $ 15,420.00 Installation of Six 6'Bench,One HC Pinic Table and One 9. 1 LS 6'PLicnic Table(sheet 10 of 17) �7�61► ♦� �•ti7° Dollars& �• ♦ -. Cents per SF $ 4,608.00 $ 4,608.00 Remove Existing Playground Equipment and Install 10. 1 EA Specif d Three(3)B�Swing& (Sh 1 7)@ FmL S� L_ ollars& Cents per EA $ 9,034.00 $ 9,034.00 UNIT TWELVE-TOTAL $ 89,660.00 BID-RECAPULATION BASE BIDS UNIT ONE-NEWBY PARK $ 88,758.00 UNIT TWO-EASTBROOK PARK $ 88,421.00 UNIT THREE-RODEO PARK $ 90,856.00 UNIT FOUR-MESA VERDE PARK $ 92,975.00 UNIT FIVE-COBB PARK NORTH $ 81,552.00 UNIT SIX-ROSEMONT PARK $ 163,017.00 ALTERNATE BIDS UNIT BA ONE-NEWBY PARK $ 18,080.00 UNIT BA TWO-EASTBROOK PARK $ 11,464.00 UNIT BA THREE-RODEO PARK $ 11,248.00 UNIT BA FOUR-MESA VERDE PARK $ 6,414.00 UNIT BA FIVE-COBB PARK NORTH $ 8,890.00 UNIT BA SIX-ROSEMONT PARK $ 89,660.00 TOTAL BASE BIDS $ 6 .00 TOTAL ALTERNATE BIDS $ 145,756.00 TOTAL BASE&ALT.BIDS $ 7 .00 PROPOOSAL qSi 133'� Y� A The Contractor performing this contract assures that all cement used in the performance of work compies to documents submitted with the Proposal,either providing'green'cement in accordance to the'Green'Cement Compliance Po4cy Statement or non-green cement in compliance to the Good Fait Effort and that ail Proposal line items regarding the use of concrete shall imply the use of such. B. This contract Issued by an organization that qualities for exemption pursuant to the provisions of Article 20.04(F)of the Texas i_United Sales,Excise and Use Tax Aa C. The Contra rperforming this Con rad may_purcha rent or lease all materials14ppliessequor mqnt used or consumed In the performance of the contract by issuing to his supplier an exemption certificate in lieu of j the tax,said exemption certificate complying with State Comptroller's ruling tax,said exemption certificate ILA 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.D9 as amended to be effective October 2,1968. D. 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-28),prohibiting discrimination in employment practices. E. The undersigned agrees to complete all work covered by these contract documents within Ninety,u Working Days after the date for commencing work as set forth in the Notice to Proceed to be issued by the Owner and to pay not less than the Federal Wage Rates. F. 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 ft faithful performance of this contract. The ftached deposit check in the sum of ri_'51n b.1'� Dollars($�__) is to become the property of the City of Fort Worth,Texas,or the attached Bidder's Bond is to be forfeited in the event the contract and applicable bonds are not executed within the time set forth,as liquidated damages for delay and additional work caused thereby. G. 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. H. Receipt is hereby acknowledged of the following addenda: No.1 ,Q,,j„ �D No.2 No.3 No.4 Respectfully submitted, T�`�?gg�S � 6XrtS ...�oNSTQy�TiD�J (Com ny Name) By(Authorized Sig atur - Date: 4Cl(t t 1 2008 8/50 I�R vEar �R,vE sv�TE "30� Address: � 1 �AujtST[X 752y 1 �f 'L -Y - Teleph_ne: PROPOSAL 11 L PART D - SPECIAL CONDITIONS L L GREEN CEMENT POLICY COMPLIANCE STATEMENT (To be furnished by the Contractor to the City at the time of bid opening) (Submit separate forms for each supplier/retailer) Name of Project: PAY4r90v#jc) E&#JpvAT1a 311 FAZY. City Proj. No.: a J.W o wb o illYVrrRpq" (r4go mo v, Fogeyyp►aT �Serto�+T W�t,X. This is to certify that the cement to be utilized for the above project will meet the following criteria: 1W ❑ The cement was manufactured in a kiln utilizing the dry process (list source below) or in a kiln that meets the emission standard of 1.71b or less of NOx /ton of clinker released into the atmosphere. 19 The cement meets ASTM C-150 requirements ❑ The Contractor shall provide signed certification (along with the manifest of every batch of cement / cement product to be used on the project) at the time of its delivery declaring that the cement / cement product being delivered is in compliance with the Green Cement Policy. Source of Cement: Name of Cement!Concrete Supplier / 441.70WN t-itOY r! 1 x Name of Plant(Kiln) & Address 20 04AP &D t4i pill-o7ai,4a7 T� A*5 Name of Manufacturer TI.-r- CONTRACTOR SUPPLIER-VCJL lx0 �AX agjr,)f Name Name e iew E6-1Pf4-mx-- _ -59LEs Title Y !e Fu2-tj5vs*- I014% COW7DWA) w11�G Company Company 04/1sro8 SC-1 I ' , . s . tt a + y Y I' . - . a • ��•. ! tl' __e• r • f ! ' �.• .}.• �' • � III rY •• � • i r � ( ' III . i • r. 1.t � is , V' ¢'• t 1n _ .,� I '� ' ° s • +' a � :s�F ;t.t III +� .!",. • f �v� � w Y PART D - SPECIAL CONDITIONS _ 2/q- (3y - yyoa St 7-- 759 - J 9/ q Phone Number Phone Number i 04/1& 8 SC-2 ti ATTACHMENT IA Page 1 of 4 FoRT WORTH City of Fort Worth 08-?7-08 P02 Subcontractors/Suppliers Utilization Form PRIME COMPANY NAME: Check applicable block to describe prime C'$�eJVS �G� �O�ST6LVG'T10�J MNVIDBE NON-MNVIDBE PAOJECT NAME: rLAqs1g0VPD ZtPovR-rtopz A-r, �lEw ly fAST6trror�, BID DATE Clys MNVBE Project Goal: Prime's MNVBE Project Utilization: PROJECT NUMBER 1s% % C?.80/57y 1 Zoo $09 Ydao -569�b 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."ttliaria in Department on or before 5:00 p.m.five 5 City business days after bid-o � _-opening, exclusive of bid o nin f'date Wil"result in the bid being.considered non-responsive to bid s ifications. The.--undersi ned Offeror..agrees to enter into a formal agreement with the M/WBE firms listed `in this uUO2:etioti schedule;`conditioried upon execution of-a contract with the City of Fort Worth. The intentional and/or.knowin misre p resethtation of facts is 2rounds for consideration of dis ualifieation and will result in the btu:being.lconsi erect r ori4es}pi.1 ye-to bId specificatiaiis: MMBEs 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. Iden# ir'acih Tier level.. 'her is:f e.-level= f:°subcontracEi': below: h6 � rime contractor i.e., a direct a ment from the: riMe contractor o.:a subcontractor:is:consioered 1S:tier a- a ment b .a:subcontractor to its a liar:♦"`^.: .-,.i :.... : s.00ns.dered; :;::.tler pP - 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 MinorityNVomen Business Enterprise(M/WBE). f..hatilin ;:service are:_eititized the rime will be given credit as..lon as the M/WBE. listed owns an erates ataeast orie fu11''Jicensed and:b erationW#uck to be.used on the contract. 1'he MNVBE°ma leas rucks from'.another M/WBE.fii n,=including M/WBE.owner-o oerators, and receive .full M/WBE credit. Th fees and bommissions iearned':by'-th6'MIWBF."ias outlined in the'lease agreement. Rev.5l30103 ATTACHMENT 1A FORT WORTH 93-27-08 P02 : "'-' IN Page 2of4 Primes are required to identify ALL subcontractorstsuppliers,regardless of status;i.e.,Minority,Women and non-MIWBEs. Please list M/WBE firms first,use additional sheets if necessary. Certification N (check one) o SUBCONTRACTORISUPPLIER T n Company Name I N T Detail Detail Address e M W T o M Subcontracting Work Supplies Purchased Dollar Amount Telephone/Fax r B s T E E o g C T E A H 4 H W NGRE- F- y 1401 �Lri :5,mze 0 T GO>,ac�E-r� (Dal00 DAt. AS, -t yc 7 S&Z t X Sv�coN +c, Z14 • g 34j- 51 oq p FA g72- Z98- 111z F �,���.K 48�ooq J. 6TMLIJN ( Ewrevz, Demo CoH(x v - 70yy LEvY Ac as l le)e'ST 5UP-LES014 Tx 760 Z 8 X ?I-A4( jZ0v,JD 411000 z144 - 317-004 P Egv�P 8t-T - y53 -1190 F EAGLETou CoNS-r. 7 S50 6000mA4 'AT.LE ITA 746Ozo 1 �(, YC�R.o�i tD 8-1000 8t7 -319 - 107y P 817 -2$9 . 1606 F S0UT9w6s-r PARKS 1 ?LAYC-1wovNDS) L? t�a�lC�Ro��D 2320 000 PO box 50048 OcAToN Ti- 76Zc 6 $oD- 4S20-5347 F dow-rowN Ktot—Hw PO box 1bZ,3z.-T CommsTv Fr 1:�o ,- -� 761611 t x 171500 S V QPl.1TcK. $17 7 9- 1919 W 'HE Q ALA" ZZOS CeNwy--i CIF-C.L. JOioT $000 IFwINc?i TX 75o6Z- X SEALAVJT I1q - q96-9999 P z1q - Cft- 999 $ r= f ATTACHMENT 1A MR FOR Page 4 of 4 W Total Dollar Amount of M1WBE Subcontractors/Suppliers $ Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers $ 393,Sod TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ 50 Cj' 500 The:Contractor wilt nbi 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 Requesi for Approval of Change/Additlon. 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 MNVBE 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 MNV/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 MNV/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 period of time not less than one (1)year. Aut razed S Hato Printed Signature C._.ItiVBF �'$7}1`�R'7t91C. Tide Contact NamelTitle(if different) _fEC�Asuy Y.P�S oNSZ�tvr✓�ct<or� 21`� • ro3�- y4bb P �e � 21�! � �3�. � y�►o t= Company Name Telephone and/or Fax 8150 $RooKR1VE1i: Stjrr S�3o1 Psco7r(e ��4nsus'r�Xr�s.coM Address E-mail Address DAt�S _ k 752�1� h 2� 2 - -. . _-_.... Rev.5130/03 W 08-27-n ?'�7 : 23 I P ATTACHMENTIB FORT WO TH Page 1 of 1 City of Fort Worth Prime Contractor Waiver Form PRIME COMPANY NAME: Check applicable block to describe prime e RSUS ,E $ COu vC.�LO1J ,, 1/pBB NON44/W/DSE PROJECT NAME: ` �c PiYU 9lDQ PP {?Itroovli 10 m s ^T: /v vow F A,5-r15R0D IG BID DATE 85A Velz t b is 0o f -SH0&Yr �v4 21" Zoo k City's MNYBE Project Goal: PROJECT NUMBER 19% CIM5 ILoo ba o b If If both answers to this form are YES,do not complete ATTACHMENT 1 C(Good Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, 9 applicable. If the answer to either question is NO,then you must complete ATTACHMENT 1 C. This form is only applicable if kojh answers are yes. ::.F r a lu eto.cam Ietethis: bCm:ir�its.entire;'. ai3d=6e:reaeived:h ttie`lillana ine artin.btit:aon:or befoe.�._.. ..... 3:bt) :m: five: 5 .Ct :=bus�ness.da s:after:b�d:o enfn ;.exclusive.;o :the;bdo"�eiin'' date ilviltresuJt�`the: VIM�_.:.:.. Will you perform this entire.contract without subcontractors? YES If yes, please provide a detailed explanation that proves based on the size and scope of this NO project,this is your normal business practice and provide an operational profile of your business. Will you perform.this entire contract without suppliers? YES If yes, please provide a detailed explanation that proves based on the size and scope of this project,this is your normal business practice and provide an Inventory profile of your business. NO The bidder further agrees to provide, direct) to the C' upon request complete and accurate information 9 P Y �y Po eq � P regarding actual work performed by all subcontractors, including M/WBE(s) on this contract, the payment therefore and any proposed changes to the original M/WBE(s)arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed by the MNVBEs 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 creates a material breach of contract may result in a determination of an irresponslbie offeror and barred from participating in City work for a period of time not less than one(1)year. -A I�FI��II�I�I���II��A���1 rl�l�llll�l�ll� Authorized Signature Printed Signature 616F- ride Contact Name I differeVq00 214 - GS(4- P (0 - y4! ) t= Company Name - -T:%6 eNummer- - - fir 8/50 &ooKPjyrr. flee. Sw7V , -301 Psco- r(a PE4ftSOS TEXgs. coal Address Email Address tu.qs .Tc 7s2q� ,�vy 2o _ 1-0—OR Date Rev.6130103 y ATTACHMENT 1C Page i of 3 FORT WORTH -2 1-08 Poe:23 IN City of Fort Worth Good Faith Effort Form PRIME COMPANY NAME: Check applicable block to describe rime F(a-GAsus TeX Co/•tSTir N 1WW/DBE NON-M1w/DBE QPRO. JEC 5 NAME: �A5-V .A0 C FLAY4RGUND ?1w4 1�P1n0W>AV w�6Yr A "Q. Ir �BIDDATEd tvm- zl Z City's M1WBE Project Goal: PROJECT NU E 19% CZoo 5ylZvo 6 o�q b- 5(0)-?b If yott haverfaileii to secure IVINBE artici ation and you have subcentcactin and(or suppliar 6pporturilties or if your DBE pafticipatioti is less than.fhe City's-project goal,you.�nust complete this.foi n. If the bidder's method of compliance with the M/WBE gbal is based upon demonstration of a "good faith effort", the bidder will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 9 thru 6 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation the facts or intentional discrimination by the bidder. Failure -to complete this form in its entire nth su olrtin documentation and received by the Mahn in De-artment on or before 6:00 .m. five. 6 Citybusiness da s after bid opening, exclusive of d.opening date,wiiI result in the bid being considered non-responsive to bid specifications. 1.) Please list each and every subcontracting and/or supplier opportunity] for the completion of this project, regardless of whether it Is to be provided by a MIWBE or non-M/WBE. (DO NOT LIST NAMES OFF F-RM On Combined Projects, list each subcontracting and or supplier opportunity through the 2 tier. (Use additional sheets,If necessary) List of Subcontracting Opportunities List of Supplier Opportunities Rev.05130/03 2008 PREVAILING WAGE RATES CONSTRUCTION INDUSTRY Classification- �Hrly'Rate Classification Hrly Rate AC Mechanic $21.69 Plumber $20.43 AC Mechanic Helper $12.00 Plumber Helper $14.90 Acoustical Ceiling Mechanic $15.24 Reinforcing Steel Setter $10.00 Bricklayer/Stone Mason $19.12 1 Roofer $14.00 Brickta er/Stone Mason Helper $10.10 Roofer Helper $10.00 Carpenter $16.23 Sheet Metal Worker $16.% Carpenter Hetper $11.91 Sheet Metal Worker Helper $12.31 Concrete Finisher $13.49 Sprinkler System Installer $18.00 Concrete Form Builder $13.12 Sprinkler System Installer Helper $9.00 Drywall Mechanic $14.62 Steel Worker Structural $17.43 Drywall Helper $10.91 Concrete Pump $20.50 Crane, Clamsheet, Backhoe, Derrick, D'Urve Drywall Taper $13.00 Shovel $17.76 Drywatt Taper Helper $9.00 Forklift $12.63 Electrician(Journeyman) $20.20 Front End Loader $10.50 Electrician Helper $14.43 Truck Driver $14.91 Electronic Technician $19.86 Welder $16.06 Electronic Technician Helper $12.00 Welder Helper $9.75 Floor Layer(Resilient) $20.00 Floor Layer Helper $13.00 Glazier $18.00 Glazier Helper $13.00 Insulator $14.78 Insulator Helper $11.25 Laborer Common $10.27 Laborer Skilled $13.18 Lather $16.10 Painter $14,83 Painter Helper $8.00 _ Pipefitter $18.85 Pi efitter Helper $12.83 Plasterer $17.25 Plasterer Helper $12.25 2008 PREVAILING WAGE RATES CONSTRUCTION INDUSTRY Classification Hrly-Rate -Hrly Rate .-Classification AC Mechanic $21.69 Plumber $20.43 AC Mechanic Helper $12.00 Plumber Helper $14.90 Acoustical Ceiling Mechanic $15.24 Reinforcing Steel Setter $10.00 Bricklayer/Stone Mason $19.12 Roofer $14.00 Bricklayer/Stone Mason Helper $10.10 Roofer Helper $10.OD Carpenter $16.23 Sheet Metal Worker $16.96 Carpenter Helper $11.91 1 Sheet Metal Worker Helper $12.31 Concrete Finisher $13.49 Sprinkler System Installer $18.00 _. Concrete Form Builder $13.12 Sprinkler System installer Helper $9.00 Drywall Mechanic $14.62 Steel Worker Structural $17.43 Drywall Helper $10.91 Concrete Pump $20.50 Crane, Clamsheel, Backhoe,Derrick, D'Line D all Taper $13.00 Shovel $17.76 Drywall Taper Helper $9.00 Forklift $12.63 Electrician(Joume an) $20.20 Front End Loader $10.50 Electrician Helper $14.43 Truck Driver $14.91 Electronic Technician $19.86 Welder 1 $16.06 Electronic Technician Helper $12.00 1 Welder Helper $9.75 Floor Layer(Resilient) $20.00 Floor Layer Helper $13.00 Glazier $18.00 Glazier Helper $13.00 Insulator $14.78 Insulator Helper $11.25 Laborer Common $10.27 Laborer Skilled $13.18 Lather $16.10 Painter $14.83 Painter Helper $8.00 Pipefitter $18.85 Pi fitter Helper $12.83 Plasterer $17.25 Plasterer Helper 1 $12.25 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 Qperator $ 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,Dra line, Shovel Operator $14.12 Electrician $18.l2 Flag er $ 8.43 Form Builder/Setter, Structures $11.63 Form Setter,Paving&Curb $11.83 Foundation Drill Operator,Crawler Mounted $13.67 Foundation Drill Operator,Truck Mounted $16.30 Front End Loader Operator $12.62 Laborer Common $ 9.18 Laborer,Utility $10.65 Mechanic $16.97 Milling Machine Operator,Fine Grade $11.83 Mixer Operator $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 Pi ela er $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 Wheelffamping $10.92 Roller Operator,Steel Wheel,Plant Mix Pavement $11.28 _ Scraper Operator $11.42 Servicer $12.32 Slip Form Machine Operator $12.33 Spreader Box 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 Hea $11.47 Truck Driver,Single Axle,Light $10.91 Truck Driver Tandem Axle,Semi-Trailer $I 1.75 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 Compliance with and Enforcement of Prevailing Wage Laws (a) Duty to pay Prevailing Wage Rates. The contractor shall comply with all requirements of Chapter 2258,Texas Government Code(Chapter 2258), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these contract documents. (b) Penalty for Violation. A contractor or any subcontractor who does not pay the { prevailing wage shall, upon demand made by the City, pay to the City$60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. (c) Complaints of Violations and City Determination of Good Cause. On receipt of information,including a complaint by a worker, concerning an alleged violation of 2258.023,Texas Government Code,by a contractor or subcontractor, the City shall make an initial determination, before the 31"day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the contractor or subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the contractor or subcontractor has violated Chapter 2258,the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. (d) Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act(Article 224 et seq.,Revised Statutes) if the contractor or subcontractor and any affected worker do not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to paragraph(c)above. If the persons required to arbitrate wo under this section do not agree on an arbitrator before the 11 th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The •• decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. -� (e) Records to be Maintained. The contractor and each subcontractor shall, for a period of three(3) years following the date of acceptance of the work, maintain records that show(i)the name and occupation of each worker employed by the -� contractor in the construction of the work provided for in this contract; and(ii)the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of the Audit section of these contract documents shall pertain to this inspection. (f) Pay Estimates. With each partial payment estimate or payroll period,whichever is less, the contractor shall submit an affidavit stating that the contractor has complied with the requirements of Chapter 2258, Texas Government Code. (g) Posting of Wage Rates. The contractor shall post the prevailing wage rates in a conspicuous place at the site of the project at all times. (h) Subcontractor Compliance. The contractor shall include in its subcontracts and/or shall otherwise require all of its subcontractors to comply with paragraphs (a)through(g) above. i .. WEATHER TABLE i AVERAGE DAYS INCHES SNOW/ICE MONTH RAINFALL(1) RAINFALL(2) PELLETS(3) JANUARY 7 1.80 1 FEBRUARY 7 2.36 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 i Worth,Texas,covering a period of 18 years. Latitude 3Z 50'N,Longitude 97°03'W,elevation(ground) 537 ft. 0 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 underbid a non-resident bidder in order to obtain a comparable contract in the State in which the non-resident's principal place of business is located. The appropriate blanks in Section A must be filled out by all out-of-state or non-resident bidders in order for your bid to meet specifications. The failure of out-of-state or non-resident contractors to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. R 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: By: 5 �ompany L� (please print) �A�.1Z`1CZa cK Signature: (please print) emorL V P Title: "Sem-A. y P r` (please print) City/ State �ig1..U°tS . �'� Zip 75 247 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 Section 406.096(2000),as amended,Contractor certifies that it provides workers' compensation insurance coverage for all its employees employed on city of Fort Worth Department of Engineering No.5669-5670-5671-5973-5674-5975-5976 and City of Fort Worth Project Number C280-809480056980/C280-805480057180/C280-802480057280/C280-804480057080/C280- 808480089780/C280-809480103680/C280-809500102880 Pegasus Texas Construction. LP CONTRA R- By. - /Oie. VICE TR.Es�v�T Title o 9'. 2 008 Date STATE OF TEXAS § .r COUNTY OF TARRANT § BEFORE ME,the undersigned authority,on this day personally appeared known to me be the person whose name is subscribed to the foregoing instrument, and ac owledged to me that he executed the same as the act and deed of Pegasus Texas Construction. LP the purpose and consideration therein expressed and in the capacity therein stated. .. GIVEN UNDER MY HAND AND SEAL OF OFFICE this_qday of Notary Public in and for the State of Texas WRINAALVAREZ My 1 43,2011 RES TO TIE EMPLOYER/CONTRACTOR: Pursuant to Texas 'Worker's Compensation Commission Rule 110.110(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 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. COBERTURA REQUERIDA DE COMPENSACION PARR TRABAJADORES 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 compensacion para trabajadores. Esto incluye personas que proporcionan, cargan, entregan equipo o 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 Compensacion para Trabajadores a1512- 440-3789 para recibir informacion 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. PROJECT DESIGNATION SIGN 4,f PMS-2B8 1 " 4 _ 4 iftwURT WO, 4" 61u PMS ' __T 3 3" Project Title 1 _ 4 -0 # 311 2ND LINE _T 3 IF NECESSARY J Contractor: " 2�-TContractor'S Name 2N _ ] "T_ FLIUDED BY t " 1"T 2004 CAPITAL IMPROVEMENT PROGRAM -T __ �2 " 4 1 1�'= Scheduled Completion Date I 1 Year ` 5" 1 .. 1" FONTS: FORT WORTH LOGO IN CHELTINGHAM BOLD ALL OTHER LETTERING IN ARIAL BOLD COLORS: FORT WORTH-PMS 288 +. LONGHORN LOGO-PMS 167 LETTERING-PMS 288 BACKGROUND-WHITE PROJECT DESIGNATION SIGN BORDER-BLUE (Community Development Block Grant projects. only) CITY OF FORT WORTH-CONSTRUCTION••STANDARD • DRAWING NO. DATE. 9-20-02 TECHNICAL SPECIFICATIONS DIVISION 1 -GENERAL REQUIREMENTS 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 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: Playground Renovations at Newby,Eastbrook, Rodeo,Meza Verde, Cobb North and Rosemont Parks. These plans and specifications were prepared by the Parks and Community Services Department. The Department of Engineering will administer the contract and furnish inspection. In addition to project performance stated above, the Contractor shall also be responsible for: 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. 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. The Contractor shall be responsible for obtaining permit when either water or electrical service is required for the projects and give all notice necessary and incidental to the due and lawful prosecution of work. GENERAL REQUIREMENTS - 1 - 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 precoristruction 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 Engineering 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 City of Fort Worth Standard Specification for Street and Storm Drain Construction—Item No. 8.6—Failure to Complete Work On Time—Pg. 27. 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 The City reserves the right to abandon,without obligation to the contractor,any part of the 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 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 GENERAL REQUIREMENTS -2- obligations of the Contractor to repair or remove, at his own expense,the defective parts of the construction or to replace any defective 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. 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 provisions of this Contract. 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). GENERAL REQUIREMENTS -3- 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. 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 w 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. GENERAL REQUIREMENTS -4- 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. " 1.10 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. 1.11 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 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 WARRANTY: The Contractor shall be responsible for defects in this project due to GENERAL REQUIREMENTS -5- E 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 project 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- 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. The Contractor shall submit to the Project Manager shop drawings, product data and samples required in specification sections. Refer to Section 01640— 1.02. SECTION 01400- QUALITY CONTROL The Contractor will receive all instructions and approvals from the Director of Engineering 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 Engineering, 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. 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 The Contractor shall take all 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. GENERAL REQUIREMENTS -6- SAFETY RESTRICTIONS-WORK NEAR HIGH VOLTAGE 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 } WITHIN 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 OPTIONS 1.01 GENERAL For review and approval of products to be used on this project, send submittals to: Carlos Gonzalez, Project Manager(817) 871-5734 Parks and Community Services Department 4200 S. Freeway Suite 2200 Fort Worth,Texas 76115-1499 1.02 PRODUCTS LIST A. Within five(5) Working Days after commencement of work,the Contractor shall submit to the Project Manager two (2)copies of complete list of all specified products and submittals for review and approval. B. All specified manufacturer's products listed in the Equipment Schedule in the construction plans have been previously reviewed and approved in conformance to playground prototype designs approved for use in the City of Fort Worth. C. All equipment specified(composite play structures, arch swings, buck-a bouts, spring animals, whirls) which comprise the various playground prototype options - has been designed to conform to both the Consumer Product Safety Commission GENERAL REQUIREMENTS -7- (CPSC)guidelines and Americans With Disabilities Act(ADA)requirements and - as such, no other product equipment shall be considered. C. For products specified under reference standards, include with listing of each product: 1. Name and address of manufacturer - 2. Trade name 3. Model or catalog designation 4. Manufacturer's data a. Performance and test data b. Reference standards D. Specified material shall not be ordered by the Contractor until such time product material submittals have been received, reviewed and approved by the project - consultant and/or City. 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 to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees,whether or not any such iniury,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 ijury or damage is caused in GENERAL REQUIREMENTS -8- whole or in part by the nerlirence or alleged negligence of Owner,its officers,servants or employees. In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either(a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or(b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if he deems 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 performed under a City Contract. END OF DIVISION GENERAL REQUIREMENTS -9. SECTION 02200 -SITE PREPARATION PART 1 - GENERAL 1.01 SCOPE: Work in this section includes furnishing all labor,materials, equipment and services required for clearing and grubbing, demolition, and removal and disposal of items as specified herein and on the plans. 1.02 RELATED WORK SPECIFIED ELSEWHERE: A. Section 02300-Earthwork B. Existing Conditions, Removal and Demolition Items. PART 2—PRODUCTS 2.01 No products are required to execute this work, except as the Contractor may deem necessary. PART 3—EXECUTION 3.01 CLEARING AND GRUBBING: A. Clearing and grubbing shall consist of removing all natural and artificial objectionable materials from the project site or from limited areas of construction specified within the site. B. In general, clearing and grubbing shall be performed in advance of grading and earthwork operations and shall be performed over the entire area of earthwork operations. C. Unless otherwise specified on the plans, all trees and shrubs of three inch(Y)caliper or less(caliper is the diameter as measured twelve inches (12")above the ground)and all scrub growth, such as cactus,yucca, vines, and shrub thickets, shall be cleared. All dead trees, logs, stumps, rubbish of any nature, and other surface debris shall also be cleared. D. Buried material such as logs, stumps,roots of downed trees that are greater than one and one half inches (1-1/2") in diameter, matted roots,rubbish, and foreign debris shall be grubbed and removed to a minimum depth of twenty four inches(24")below proposed finished grades. E. Ground cover consisting of weeds, grass,and other herbaceous vegetation shall be .. removed prior to stripping and stockpiling topsoil from areas of earthwork operations. Such removal shall be accomplished by "blading" off the uppermost layers of sod or root-matted soil for removal. SITE PREPARATION 02200 -1 - u 3.02 PAVEMENT REMOVAL: A. Bituminous and concrete pavements shall be removed to neatly sawed edges. Saw cuts shall be full depth. If a saw cut in concrete pavement falls within three feet(3')of an en existing score joint, construction joint, saw joint,cold joint,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. B. Concrete curb and gutter shall be removed as specified above. No section to be replaced shall be smaller than thirty inches (30') in length or width. 3.03 UTILITIES REMOVAL: In general, those utilities on the site that are to be removed and that — belong to the Owner shall be removed by the Contractor. The Owner is responsible for arranging the relocation or removal of other utilities owned by utility companies or other parties. 3.04 MINOR DEMOLITION: There may be certain items on the site such as old building foundations, fences, and other undetermined structures and improvements that must be removed before construction can commence. Unless otherwise specified,such items become the property of the Contractor for subsequent disposal. 3.05 USE OF EXPLOSIVES: The use of explosives will not be permitted in site preparation operations. 3.06 BACKFILLING: 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. Should any excavated hole or cavity be required to be left open over night,the Contractor shall be responsible to provide barriers and/or coverings to enhance on site accident prevention measures. 3.07 DISPOSAL OF WASTE MATERIALS: A. Unless otherwise stated,materials generated by clearing, grubbing, removal,and demolition shall be known as "waste" or"spoils" and shall be removed from the site and disposed of by the Contractor. Similar materials may be unearthed or generated by earthwork operations or by subgrade preparation. Unless otherwise specified any merchantable items become the property of the Contractor. END OF SECTION SITE PREPARATION 02200 -2- SECTION 02140-SITE UNDERDRAINS PART I - GENERAL 1.01 SCOPE: Work in this section includes furnishing all labor,materials, equipment, and services required to construct underdrains to the required lines, grades, and cross sections as specified herein and on the plans. 1.02 RELATED 'WORK SPECIFIED ELSEWHERE: A. Section 02300-Earthwork. B. Section 03300- Cast-in-Place Concrete PART 2 -PRODUCTS 2.01 UNDERDRAIN PIPE: Pipe and fittings shall be flexible,corrugated tubing manufactured of high-density polyethylene resins and conforming to ASTM Product Specifications F-405 and F-667. Drainage tubing shall be as manufactured by Advanced Drainage Systems(ADS), Inc., of Columbus, Ohio. The local manufacturing plant which will provide a list of suppliers is in Ennis,Texas-telephone (972) 878-9600. A. Perforated Pipe: Perforations shall be linear slots cut radially into the tubing wall between corrugations. Perforated pipe will be furnished complete with the Cerex nylon "Drain Guard" screen. The screen will completely surround the pipe and will have a lapped, welded longitudinal joint. B. Non-Perforated Pipe: Non-perforated pipe shall be used for collector lines which convey the water from perforated pipe to the concrete inlet or outfall. C. Fittings: All couplings, reducers,tees, ells,plugs, caps, and other fittings shall be non- perforated and shall be of the same manufacturer as the drainage tubing. A fitting shall be used at each pipe junction/termination, as appropriate. 2.02 FILTER MATERIAL: Filter material for use in backfilling trenches over and around _ underdrains shall consist of 1 1/2" to 2" gravel washed free of organic or other deleterious matter. 2.03 FILTER FABRIC: Filter fabric to line and lap over gravel filled subdrain trench shall be - Mirafi 140N drainage fabric as manufactured by Celanese Corporation, (800) 223-9811, or approved equal. PART 3 - EXECUTION 3.01 VERTICAL AND HORIZONTAL CONTROLS: A. The Contractor shall establish or shall employ a licensed surveyor to establish all lines and grades necessary for each stage of the work described herein. SITE UNDERDRAINS 02140 � - 1 - B. Provide blue tops for reference in dressing trench bottoms at intervals not to exceed 30 feet along the centerline of each trench. 3.02 UNDERDRAINS: Trenches for underdrains shall be dug after the subgrade is prepared. The _ excavation of each trench shall begin at its outlet and proceed toward its upper end. The trench must not be excavated below the proposed grade line. Trenches will be cleaned of all loose material and their bottoms will be dressed and fine graded to blue tops set as previously _ described. Trenches shall be lined with filter fabric and underdrain pipe shall be set on the trench bottom. All fittings shall be securely coupled and all open ends will be capped. The pipe shall be carefully covered with the gravel filter material and the filter fabric shall be lapped over the trench. Care shall be taken not to damage the pipe or its fabric filter screen. Underdrain pipe shall be connected to solid pipe joints and to outfall at the concrete structure/collar as indicated in the plans. Care shall be taken not to loosen or cave-in the trench walls. Any such damage will be excavated and will be backfilled in mechanically tamped lifts not to exceed eight inches and will be re-constructed. 3.03 SETTLEMENT: After the trench has been backfilled it shall be thoroughly soaked. This process shall be repeated two times allowing the backfill material to dry twenty-four hours before wetting again. END OF SECTION SITE UNDERDRAINS 02140 -2- SECTION 02300- EARTHWORK PART 1 -GENERAL 1.01 SCOPE: Work in this section includes furnishing all labor,materials, equipment, and services required to construct, shape, and finish earthwork to the required lines, grades,and cross sections as specified herein and on the plans. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. Section 02200 - Site Preparation. B. Grading Plan: Refer to plan sheets. 1.03 METHOD OF PAYMENT: Earthwork is a necessary and incidental part of the work. The - total cost will be included in the Bid Proposal. Payment will be made on a Lump Sum basis only. PART 2 - PRODUCTS 2.01 UNCLASSIFIED EXCAVATION: Unclassified excavation shall consist of all excavation, unless separately designated, within the limits of the work. Unclassified excavation includes all material encountered regardless of its nature or the manner in which it is to be excavated. 2.02 UNCLASSIFIED FILL A. Unclassified fill shall consist of all fill within the limits of the work. All suitable native materials removed in unclassified excavation, or similar imported materials, shall be used insofar as practicable as unclassified fill. Properly deposited, conditioned, and compacted fill is hereinafter referred to as "earth embankment." B. Rock: Minor quantities of rock not greater than four inches in greatest dimension are permissible in fill materials used to construct earth embankment. Minor quantities of rock of greater dimensions may be placed in the deeper fills in accordance with the State Department of Highways and Public Transportation requirements for construction of rock embankments, provided such placement of rock is not immediately adjacent to structures or piers. Also,rock may be placed in the portions of embankments outside the limits of the completed graded width where the size of the rock prohibits their incorporation in the normal embankment layers. 2.03 TOPSOIL On-Site Topsoil: Topsoil shall consist of an average depth of six inches (6")of native surface soil left in place after the ground cover of herbaceous vegetation and other objectionable matter has been cleared by "blading," as specified in Section 02200, "Site Preparation." Topsoil may be greater or less,than the upper six inches(6") in depth. EARTHWORK 02300 - 1 - 2.04 IMPORTED FILL - A. Imported fill materials shall be used for the construction of earth embankment in the event that(1)the volume of unclassified excavation is less than the volume of fill required for earth embankment and/or(2)the condition of materials removed in unclassified excavation makes them unsuitable for use in the construction of earth embankment. _ B. The Contractor shall haul and place imported fill obtained from off-site sources as necessary to construct the embankment and various other details of the construction plans. All costs related to such imported fill will be included in the contract price, and no additional or separate payment for imported fill will be due the Contractor. C. A sample of the proposed imported fill must be provided by the Contractor and be approved by the Owner. In general, imported material must be equal to or better than native material in quality and engineering characteristics. The Architect/Engineer may also require the Contractor to provided a material analysis test of the proposed fill. 2.05 SELECT MATERIALS A. Select materials shall be imported from offsite sources, unless they are available from specifically designated areas on the site as marked on the plans. - 2.06 UNSUITABLE MATERIALS A. Topsoil, select material, imported fill,or unclassified fill will be declared as "'unsuitable" by the Owner if, in his opinion,any of the following conditions or matter and particles are present to a degree that is judged detrimental to the proposed use of the material. 1. Moisture - 2. Decayed or undecayed vegetation 3. Hardpan clay,heavy clay, or clay balls 4. Rubbish -~ 5. Construction rubble 6. Sand or gravel 7. Rocks,cobbles,or boulders y 8. Cementious matter 9. Foreign matter of any kind B. Unsuitable materials will be disposed of as "waste" as specified in Section 02200, C. Wet Material: If fill material is unsatisfactory for use as embankment solely because of high moisture content,the Architect/Engineer may grant the Contractor permission to process the material to reduce the moisture content to a usable optimum condition. EARTHWORK 02300 -2- PART 3-EXECUTION 3.01 SITE PREPARATION: In general, "site preparation," as specified in Section 02200, shall be performed in advance of grading and earthwork operations and shall be completed over the entire area of earthwork operations. 3.02 TOPSOIL A. The removal and storage of topsoil shall occur after site preparation is complete and _ before excavation and embankment construction begin. Likewise,topsoil will be replaced after excavation and embankment construction are complete. B. Removal: Topsoil shall be stripped to an average depth of six inches(6") from areas where excavation and embankment construction are planned. Topsoil may be obtained from greater depths if it is uncontaminated by the substratum and it is of good quality, in the opinion of the Architect/Engineer. C. Storage: Topsoil shall be stored in stockpiles conveniently located to areas that will later receive the topsoil. Stockpiles shall be out of the way of earthwork operations in locations approved by the Owner or Architect/Engineer, Stored topsoil shall be kept separate from other excavated materials and shall be protected from contamination by objectionable materials that would render it unsuitable. D. Timing: Topsoil will not be replaced (deposited) until construction activities are _ complete that would create undesirable conditions in the topsoil, such as overcompaction or contamination. Trenching for items such as electrical conduit and irrigation pressure lines must be complete before topsoil replacement may begin. D. Replacement: Topsoil will be deposited in a single layer or lift, It will be placed, processed, compacted,and graded to leave a finished layer of topsoil not less than five inches in depth. Unless otherwise indicated,topsoil will be replaced over all areas of earthwork (including slopes),except where pavement is planned. F. Grading: Topsoil will be final graded to the elevations shown on the plans. Fine grading will be accomplished with a weighted spike harrow,weighted drag,tractor box blade, light maintainer,or other acceptable machinery. All particles of the finish grade shall be reduced to less than one inch in diameter or they shall be removed. All rocks of one inch or greater shall also be removed. Grading operations and equipment will be such that topsoil does not become overcompacted. Bulldozer blades and front-end loader buckets are not acceptable devices for topsoil grading operations. Final grading within five feet of constructed or installed elements shall be hand raked. G. Acceptability: Finished areas of topsoil are satisfactory if they are true to grade,true in plane, even in gradient(slope),uniform in surface texture, and of normal compaction. Areas of loose granular pockets or of overcompacted soils are not acceptable and will be reworked. Finished areas will promote surface drainage and will be ready for turfgrass planting. EARTHWORK 02300 -3- 3.03 UNCLASSIFIED EXCAVATION A. All excavated areas shall be maintained in a condition to assure proper drainage at all times, and ditches and sumps shall be constructed and maintained to avoid damage to the areas under construction. B. Surplus Material: 1. Surplus excavation is that quantity of material that may be left over after the grading plan is executed,and all earthwork operations, including excavation, embankment construction,topsoil replacement, and final grading, are completed. Any other surplus material shall be disposed of as "waste" as specified in Section 02200. All such cost for removal shall be considered as incorporated into Earthwork costs C. Excavation in Rock: The use of explosives will not be permitted. Unless otherwise indicated on the plans, excavation in solid rock shall extend six inches (F) below required subgrade elevation for the entire width of the area under construction and shall be backfilled with suitable materials as indicated on the plans. 3.04 EARTH EMBANKMENT — A. Earth embankment is defined as embankment composed of suitable materials removed _ in unclassified excavation and/or imported fill. The construction of embankment includes preparing the area on which fill is to be placed and the depositing, conditioning, and compaction of fill material. R B. General: Except as otherwise required by the plans, all embankment shall be constructed in layers approximately parallel to the finished grade of the graded area,and _ each layer shall be so constructed as to provide a uniform slope as shown on the grading plan. Embankments shall be constructed to correspond to the general shape of the typical sections shown on the plans, and each section of the embankment shall _ correspond to the detailed section or slopes established by the drawings. After completion of the graded area, embankment shall be continuously maintained to its finished section and grade until the project is accepted. C. Preparation: Prior to placing any embankment, all preparatory operations will have been completed on the excavation sources and areas over which the embankment is to be placed. The subgrade shall be proof rolled to detect soft spots,which if exist, should be reworked. Proof rolling shall be performed using a heavy pneumatc tired roller, loaded dump truck,or similar piece of equipment weighing approximately twenty five — (25)tons except as otherwise specified for tree protection and areas inaccessible to vehicular compactors. Stump holes or other small excavations in the limits of the embankments shall be backfilled with suitable material and thoroughly tamped by — approved methods before commencing embankment construction. The surface of the ground, including plowed, loosened ground,or surfaces roughened by small washes or otherwise,shall be restored to approximately its original slope by blading or other methods,and, where indicated on the plans or required by the Owner, the ground surface, thus prepared,shall be compacted by sprinkling and rolling. EARTHWORK 02300 -4- D. Scarification: The surface of all areas and slopes over which fill is to be placed, other than rock, shall be scarified to a depth of approximately six (6") inches to provide a bond between the existing surface and the proposed embankment. Scarification shall be accomplished by plowing,discing, or other approved means. Prior to fill placement,the loosened material shall be adjusted to the proper moisture content and recompacted to the density specified herein for fill. E. Benching: Scarification is normally adequate for sloping surfaces. However, in certain cases where fill is to be placed against hillsides or existing embankment with slopes greater than 4:1, the Owner may direct the Contractor to key the fill material to the existing slopes by benching. A minimum of two feet(2')normal to the slope shall be removed and recompacted to insure that the new work is constructed on a firm foundation free of loose or disturbed material. F. Depositing: Fill material shall be placed in horizontal layers or lifts,evenly spread,not to exceed eight(8") inches in loose depth before conditioning and compaction. Unless otherwise permitted, each layer of fill material shall cover the length and width of the area to be filled and shall be conditioned and compacted before the next higher layer of fill is placed. Adequate drainage shall be maintained at all times. G. Watering: At the time of compaction,the moisture content of fill material shall be such that the specified compaction will be obtained, and the fill will be firm,hard, and unyielding. Fill material which contains excessive moisture shall not be compacted - until it is dry enough to obtain the specified compaction. H. Compacting: Each layer of earth fill shall be compacted by approved tamping or sheepsfoot rollers, pneumatic tire rollers, or other mechanical means acceptable to the Owner. Hand-directed compaction equipment shall be used in areas inaccessible to vehicular compactors. - I. Grading: Embankments shall be constructed in proper sequence and at proper densities for their respective functions. All embankment serves in one capacity or another as subgrade(e.g., under topsoil, under concrete and asphalt pavement, under structures, etc.). Accordingly,the upper layer of embankment shall be graded to within plus or minus 0.10 foot of proper subgrade elevation prior to depositing topsoil,and prior to the construction of pavements, slabs, etc. 3.05 DENSITY CONTROL - A. Earth Embankment in General: Earth embankment shall be compacted in lifts at a minimum of ninety percent(90%)of Standard Density ASTM D698 with plus four percent (4%) or minus two percent(2%)percentage points of optimum moisture content. B. Earth Embankment Under Structures and Pavement: The top six (6")inches of natural earth comprising the subgrade for structural slabs or for areas of pavement shall be ninety five percent(95%) to ninety eight percent(98%)of Standard Density ASTM EARTHWORK 02300 -5- D698 with the moisture content at minus two percent(2%)to plus four percent(4%)of optimum moisture content. 3.06 MOISTURE MAINTENANCE: The specified moisture content shall be maintained in all embankments that are to function as subgrade for structures, areas of pavement, or for select ` embankment. After completion of the embankment,the Contractor shall prevent excessive loss of moisture in the embankment by sprinkling as required. Loss of moisture in excess of two percent(2%)below optimum in the top twelve inches(12")of the fill will require that the top T twelve inches(12")of the embankment be scarified, wetted, and recompacted prior to placement of the structure, select fill or pavement. If desired, the Contractor may place an asphalt membrane of emulsified or cutback asphalt over the completed embankment and thus eliminate the sprinkling requirement. 3.08 TOPSOIL REPLACEMENT: Topsoil shall be carefully placed to avoid any displacement or .� damage to the subgrade. If any of the subgrade is rutted,damaged or displaced it shall be restored prior to placing topsoil. Topsoil shall be replaced as specified herein per Item 3.02. END OF SECTION EARTHWORK 02300 -6- SECTION 02537— WOOD FIBER PLAYGROUND SURFACING PART I—GENERAL 1.01 SCOPE Surfacing tasks for wood fiber surfacing with drainage system includes all labor, materials and equipment necessary for, and pertinent to, the work to be done. Work will be accomplished in a thorough and workmanlike manner. The specified product will be applied strictly in accordance with the manufacturer's recommendations. PART 2--PRODUCTS 2.01 MATERIALS A. ENGINEERED WOOD FIBER SURFACING 1. Surfacing material shall consist of: a. Hardwood tree stock in which 80%of material is 1"-11/2" in length X 1/4"to 3/8"diameter maximum size. A delivery ticket from the mill of origin will be required to verify that material is 100%hardwood stock. b. The contractor shall be required to submit samples for approval. However, approval shall in no way mean acceptance of material delivered to the site in the event the Project Manager finds that the delivered material does not meet specifications. In the event that the material delivered to the project sites is found to be unacceptable,the Contractor shall be required to remove such material off the site and provide acceptable material. c. Softwood fibers, standard wood chips, bark mulch,recycled wood from pallets or waste wood, shredded or otherwise, twigs, bark, leaf debris or other organic material incorporated within will not be accepted. 2. All material shall be compacted to the depth indicated on plans. DRAINAGE FABRIC - I. Product used shall be FibarFelt, DuraLiner,or aproved equal polyester nonwoven engineering geotextile fabric. 2. Bidder will provide enough material to allow for 12" overlap on all seams. C. DRAINAGE MATRIX I. 4"diameter ADS perforated pipe with sock installed within the subgrade gravel trench as indicated on plans. V A WOOD FIBER PLAYGROUND SURFACING 02537 _ I _ D. WEAR MATS I. Product used shall be per playground equipment manufacturer's recommendation and meet ASTM F1292-91 playground surfacing standard for a drop height not to exceed 3.5 feet. Must be installed under all swings and slides to preserve warranty. Method of installation/ anchorage shall be per manufacturer's recommendations. PART 3- SPECIAL REQUIREMENTS 3.01 QUALITY CONTROL A. The Bidder will provide the owner or its designated contractor with all necessary _ licenses prior to start of construction in accordance with U. S. Patents. B. Supplier must provide test results for impact attenuation in accordance with ASTM F1292-93; Standard Specification for Impact Attenuation of Surface Systems Under and Around Playground Equipment. Results must be provided for new material and for 5-year-old material. C. Testing must show"g" ratings of not more than 155g for the 8" thick system,or 120g for the 12" system at 12'fall heights, and HIC values of less than 1,000 for " both new and 8-year-old material. D. Product must be wheelchair accessible and meet the requirements of the 1990 Americans with Disabilities Act(ADA) in accordance with ASTM PS83-97. E. The Bidder will provide copies of flammability testing procedures and results using(i) Section 1500.44 of the Federal Hazardous Substance Act,Title 16, Chapter II, Subchapter C, for rigid and pliable solids,and(ii) 16 CFR Part 1630 _ Standard for the Surface Flammability of Carpets and Rugs(FF 1-70),Modified Procedure. Testing should be performed by an independent testing laboratory. F. The Bidder will provide copies of testing procedures and results of(i)new shredded wood fibre,and(ii) shredded wood fibre not less than five years old taken from an existing site,performed by an independent testing source using the _ ASTM F1292-91 playground safety surfacing standard. G. The Bidder will provide at least three references of handicapped-accessible playgrounds that have been installed with said surface. 3.02 WARRANTY All materials and labor under this Section shall be installed by a contractor authorized by WOOD FIBER PLAYGROUND SURFACING 02537 -2- the manufacturer. Safety surface shall be warranted for labor and materials for a period of no less than two years. Written warranty must be submitted by the manufacturer and the authorized installer. PART 4—EXECUTION A. PREPARATION Installer shall thoroughly examine the site and specifications,carefully checking the dimensions before starting work. B. SUBGRADE 1. The subgrade shall be graded a minimum of 1.5% (percent)—max. 2%. All roots, stones, and vegetation shall be removed. 2. The drainage matrix must be connected to the drainage system. 3. The first 6" of subgrade shall be compacted to at least 95 percent of the dry density, as determined by the provisions of AASHTO or T 205, as modified in 203.24. C. APPLICATION: 1. Wood fiber surfacing system with gravel and subdrain. Install per plans and specifications. a. Aggregate Drainage Material 1. Install subdrain trench per plan. 2. Cover subgrade with washed stone, 3/8"to 1/2" diameter, at a uniform depth of three inches. 3. Install drainage fabric over drainage aggregate, overlapping all seams by at least 12". Cut to fit around equipment as necessary and overlap seams as previously mentioned. .. 4. Install wood fiber safety surfacing at the depth indicated on plans (compacted). Contractor shall be responsible for applying additional material as required in order to maintain safety surface finish elevation and anticipated settling for a period of sixty(60) days following project acceptance. END OF SECTION WOOD FIBER PLAYGROUND SURFACING 02537 -3- SECTION 02840 -TURF SODDING PART 1 - GENERAL 1.01 DESCRIPTION A. Work Included: This work includes all labor, materials and equipment for soil preparation, fertilization,planting and other requirements regarding turfgrass sodding shown on the plans. B. Related Work Specified Elsewhere: Section 02300, Earthwork. 1.02 REFERENCE STANDARDS A. For exotic plant materials: American Joint Committee of Horticultural Nomenclature, Second Edition, 1942. B. 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 1.03 SUBMITTALS Samples, certificates and specifications of sod, fertilizer, compost, soil amendments or other - materials may be requested by the Project Manager. All delivery receipts and copies of invoices for materials used for this work shall be subject to verification by the Project Manager. 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING A. Sod: Harvesting and planting operations shall be coordinated with not more than forty eight hours elapsing between the harvesting and planting. B. Fertilizer 1. Unopened bags labeled with the analysis. ' 2. Conform to Texas Fertilizer Law. 1.05 QUALITY CONTROL The contractor who plants the sod is responsible for supervision of his crew,while planting the sod and maintaining the sod until the project is accepted by the City. SECTION 02840-TURF SODDFNG - 1 - PART 2—PRODUCTS 2.01 SOD A. The sod shall be "Common Bermuda"and shall consist of stolons, leaf blades, rhizomes and roots with a healthy,virile system of dense,thickly matted roots throughout the soil of the sod for a thickness not less than one inch. Sod shall be alive, healthy and vigorous and shall be free of insects, disease, stones and undesirable foreign materials and grasses. Sod - shall have been produced on growing beds of clay or clay-loam topsoil. The sod shall not be harvested or planted when its moisture condition is so excessively wet or dry that its survival will be affected. If sod is stacked, it shall be kept moist and shall be stacked ` roots-to-roots and grass-to-grass. B. The sod shall be cut in strips four feet wide,or as called for on plan,to be laid parallel with the contours. 2.02 FERTILIZER A. All fertilizer shall be delivered in bags or containers clearly labeled showing the analysis. - B. All fertilizer shall be in acceptable condition for distribution and shall be applied uniformly over the planted area two weeks after sodding. C. All fertilizer shall have an analysis of 3-1-2 or as designated on the plans. The fertilizer rate shall be 45 pounds of nitrogen per acre. —. 2.03 WATER The water shall be furnished by the Contractor and 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 amount of water will vary according to the weather variables. Generally,the sod should be soaked one time per day for three weeks or until established. Soaking is mandatory after spreading the fertilizer. 2.04 COMPOST All compost material is to be totally organic and decomposed for at lease nine months. All compost is to be clean and free of fungus, disease, live plants, seed, excessive cotton lint and any harmful chemicals. "New Life Soil Conditioner" or"Perma Green Compost", as specified below or an approved equal, shall be used. Raw organics are not acceptable. A. For soil with an alkaline pH condition: Use"New Life Acid Gro" (acid pH)soil conditioner as produced by Soil Building Systems of Dallas,or an approved equal. B. For soil with an acidic pH condition: Use "Perma Green Compost" by Texas Earth Resources,Inc. of Dallas, or"New Life Natural Grower" (ph 8.0 to 9.0)by Soil Building Systems,Inc.,of Dallas. C. Sample and Specification Submittal: Submit a producer's specification and a quart sample of the compost proposed for the Project Manager's approval. SECTION 02840-TURF SODDING -2- PART 3 - EXECUTION 3.01 GENERAL All turfing operations are to be executed across the slope, parallel to finished grade contours. 3.02 SOIL PREPARATION A. Scarify subgrade to a depth of three inches(3")before depositing the required topsoil. B. Tillage shall be accomplished to loosen the topsoil, destroy existing vegetation and prepare an acceptable sod bed. All areas shall be tilled with a heavy duty disc or a chisel- type breaking plow, chisels set not more than ten inches apart. Initial tillage shall be done in a crossing pattern for double coverage,then followed by a disc harrow. Depth of tillage shall be five inches. A heavy duty rototiller may be used for areas to be planted with sod. C. Cleaning: Soil shall be further prepared by the removal of debris, building materials, rubbish,weeds and stones larger than one inch in diameter. D Fine Grading: After tillage and cleaning,all areas to be planted shall be topdressed with one-half inch compost and then shall be leveled, fine graded,and drug with a weighted spike harrow or float drag. The required result shall be the elimination of ruts, depressions,humps and objectionable soil clods. This shall be the final soil preparation step to be completed before planting. 3.03 PLANTING Prior to laying the sod,the planting bed shall be raked smooth to true grade and moistened to a depth of four inches, but not to the extent causing puddling. The sod shall be laid smoothly, tightly butted edge to edge, and with staggered joints. The sod shall be pressed firmly into the sod bed by mechanical roller so as to eliminate all air pockets,provide a true and even surface, and insure knitting without displacement of the sod or deformation of the surfaces of sodded areas. Following compaction,compost shall be used to fill all cracks between sods. Excess compost shall be worked into the grass with suitable equipment and shall be well watered. The quantity of compost shall be such that it will cause no smothering or burning of the grass. 3.04 FERTILIZING Twenty-one days after planting,turfgrass areas shall receive an application of 3-1-2 fertilizer at the rate of 45 pounds of nitrogen per acre. Water well after application to prevent burning as per requirements indicated in Part 2—2.03 Water END OF SECTION SECTION 02840-TURF SODDING -3- -SECTION 02860- PLAYGROUND EQUIPMENT PART 1 -GENERAL 1.01 DESCRIPTION .. A. This section shall include all materials, labor, tools,equipment,transportation and supervision required for the installation of new playground equipment. 1.02 RELATED WORK A. Section 02140—Site Under drains i B. Section 02537- Engineered Wood Fibar Playground Surfacing C. Section 02870- Site Furnishings B. Section 03300 - Cast-In-Place Concrete 1.03 QUALITY ASSURANCE/PRODUCTS ` A. Codes and Standards: 1 .All equipment and materials shall comply to the following standards: a. U. S. Consumer Product Safety Commission (CPSC) b. ASTM Designation F1487 (Standard Consumer Safety Performance Specification for Playground Equipment for Public Use) c. International Play Equipment Manufacturers Association(IPEMA) 2. All equipment shall be new and conform to equipment standards as noted in Part 2—2.02. 3. The Bidder shall be responsible for defects in equipment due to faulty material or manufacturing, damage or loss. B. Submittals: 1. Submittals must be received and approved by the Project Manager prior to ordering equipment. Refer to General Requirements—Section 01640— 1.02. 2. Submittals Prior to Construction- Submit manufacturers' documentation of product compliance with CPSC and ASTM F1487 Standards including: a. All paints and other similar finishes must meet the current CPSC ` regulation for lead in paint(0.06 percent maximum lead by dry weight). PLAYGROUND EQUIPMENT 02860 1 b. Regardless of the material or the treatment process,the manufacturer shall ensure that the users of the playground equipment cannot ingest,inhale,or absorb any potentially hazardous amounts of substances through body surfaces as a result of contact with the equipment. C. Submittals must be received and approved by the Project Manager prior to ordering equipment. Refer to General Requirements— Section 01640— 1.02 3. Submittals Prior to Project Acceptance—Contractor shall submit all manufacturers' literature to the Project Manager prior to acceptance of the project. 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING A. Protect from inclement weather: wet,damp,extreme heat or cold. B. Store in a manner to prevent warpage, bowing or damage. C. All construction material such as subsurface drain gravel and play surface material may not be delivered to the site until installation of such material. D. Operation and Maintenance Manuals—Prepare and deliver to the Owner within ten (10) calendar days prior to completion of construction;two(2)hard cover and three (3)ring binders containing the following information: 1. Index sheet stating Contractor's address,telephone and fax number,e-mail address and listing of equipment with the name and addresses of the local equipment manufacturer's representative. 2. Catalog and parts sheets on each product and equipment type installed under contract 3. Guarantee Statement. 4. Complete operating and maintenance instruction on all major equipment. PLAYGROUND EQUIPMENT 02860 2 1.05 JOB CONDITIONS A. The Contractor shall be responsible for the protection of unfinished work and shall be responsible for the safety of the park users utilizing unfinished equipment. B. The Contractor shall be required to submit a Safety Plan indicating the use of temporary construction fencin , signage and barriers necessary to prevent park users from utilizing unfinished equipment for Owner approval at the Pre- Construction meeting. At any time during construction non compliance to the Safety Plan or any other safety hazard is found to exist on the construction site, The Contractor shall be required to correct any and all non compliance issues and /or safety hazards immediately within the same day of notification. C. All cost incurred be the Contractor to insure compliance to this specification shall be subsidiary to the cost of purchase and installation of equipment. PART 2—PRODUCTS 2.01 Approved play component structures for each playground prototype option (see below) and ancillary equipment shall consist of equipment supplied by pre-approved equipment - manufacturers/vendors noted below and as noted on the Equipment Schedule of the plans. 1. Prototype Option No. 1 A-Gametime-Model No. TFWNP403C (Southwest Parks and Playgrounds,Inc. 1- 800-433-5347) B -Burke—Model No. 36-28149 (Child's Play, Inc. 1-972-484-0600) 2. Prototype Option No. 2 A- Gametime—Model No. TFWNP503C B—Burke—Model No. 36-11825 3. Prototype Option No.3 A—Gametime—Model No. TFWNP603C B- Burke—Model No. 36-15756 PART 3 - EXECUTION 3.01 GENERAL: All items shall be supplied by Contractor and installed as per manufacturer's recommendations. 3.02 FALL ZONES: Contractor shall verify all fall zone clearances onsite prior to installing the equipment. Notify the Landscape Architect of any conflicts or discrepancies. The PLAYGROUND EQUIPMENT 02860 3 Contractor will be required to remove and reinstall any mow strips/hardscape at own expense and at no additional contract time if fall zone discrepancies are found and require remedy 2.03 CONCRETE FOOTINGS: The finished grade of all concrete footings shall be set a minimum twelve inches below the finish grade of surfacing material. 2.04 FASTENERS: All nuts and bolts shall be upset and tack welded to prevent disassembly a on all equipment that is not installed with specialized fasteners. 2.05 INSTALLATION SEQUENCING: The Contractor will not be allowed to deliver on site and install any playground equipment until gradework, mow strip,subsurface drainage and all other hardscape items have been installed and approved by the y. Project Manager. The Contractor will be required to remove any equipment from the site at own expense and at no additional contract time if found to be in non- compliance to this specification note. END OF SECTION PLAYGROUND EQUIPMENT 02860 4 SECTION 02870-SITE FURNISHINGS PART I -GENERAL 1.01 DESCRIPTION Furnish and supply all labor,equipment, materials and incidentals necessary to assemble, install and otherwise construct park equipment as listed under products. _ 1.02 RELATED WORK A. Section 03300- Cast-in-Place Concrete. B. Section 07920-Caulking and Sealants 1.03 QUALITY ASSURANCE A. All equipment shall be free of sharp edges and corners, or extremely rough surfaces. C. All materials shall be new and conform to all standards per specified product or aproved equal (see Division I—Section 01640/Substitutions And Product Options D. The bidder shall be responsible for defects in equipment due to faulty materials or manufacturing, damage or loss. E. Metal shall be straight or at design radii or bends,without kinks, and shall be true to shape. r� E. Codes and Standards: All "accessible" site furnishings shall comply with the current Texas Accessibility Standards(TAS)of the Architectural Barriers Act, Article 9102,Texas Civil Statutes(512)453-3211. 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING A. Protect from inclement weather: wet, damp,extreme heat or cold. B. Store in a manner to prevent warpage and/or bowing. 1.05 JOB CONDITIONS The contractor shall be responsible for protection of unfinished work and shall be responsible for the safety of park users utilizing unfinished equipment. SITE FURNISHINGS 02870 - 1 - PART 2- PRODUCTS 2.01 Equipment as specified on plans or approved eaqual. PART 3 -EXECUTION 3.01 INSTALLATION _ A. Fasteners: All nuts and bolts shall be upset and tack welded to prevent disassembly. B. Manufacturer's Installation Instructions: The Contractor shall follow the manufacturer's installation instructions and give the Landscape Architect the instructions for filing,unless otherwise stated. Set benches and picnic tables level. END OF SECTION r SITE FURNISHINGS 02870 -2- 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 Highway Department: Standard Specifications for Construction, Item 164, "Seeding for Erosion Control"and Item 180, "Wildflower Seeding". 1.03 SUBMITTALS A. Seed I. 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. Fertilizer I. 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- 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 crass seed shall consist of: If planted between April 15 and September 10: Lbs.lAcre Common Name Scientific Name Pqdty 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 Lolium multiflorum 82% 80% 40 Bermuda(unhulled) Cynodon dactylon 84% 85% SECTION 02930-SEEDING -2- 2 Native Brass seed-The seed shall be planted between February 1 and October 1 and shall consist of: Lbs. PLS/Acre Common Name Botanical Name 1.6 Green Sprangletop Leptochloa dubia 5.5 Sideoats Grama* Bouteloua curtipendula 3.7 Little Bluestem* Schizachyrium scoparium 17.0 Buffalograss Buchloe dactyloides 1.8 Indian Grass* Sorghastrum nutans 0.5 Sand Lovegrass* Eragrostis trichodes 6.0 Big Bluestein Andropogon gerardii 8.0 Eastern Grama Tripscacum dactyloides 1.2 Blue Grama Bouteloua gracilis 1.8 Switchgrass Panicum virgatum 10.0 Prairie Wildrye* Elymus canadensis A *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 between September 1 and December 1 and shall consist of: Lbs. PLS/Acre Common Name Botanical Name 3.0 Bush Sunflower Sinsia calva • 5.0 Butterfly Weed Asclepias tuberosa 2.0 Clasping Coneflower* Rudbeckia amplexicaulis 3.0 Golden- Wave Coreopsis basalis 13.4 Illinois Bundleflower Desmanthus illinoensis 13.6 Partridge Pea Cassia fasciculata 2.0 Prairie Verbena Verbena bipinnatifrda - 8.0 Texas Yellow Star Lindheimeri texana 8.0 Winecup Callirhoe involcrata 2.0 Black-eyed Susan Rudbeckia hirta 18.0 Cutleaf Daisy Engelmannia pinnatif da 2.0 Obedient Plant Physostegia intermedia 3.0 Pitcher Sage Salvia azurea 2.0 Plains Coreopsis Coreopsis tinctoria 8.0 Scarlet Sage 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. Water: Shall be furnished by the Contractor ,at no cost to the Owner,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.2. 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 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 for approximately three weeks or until project is accepted by the City. — E. 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 1" 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- 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(I")deep. 2. If area is sloped greater than 3:1, run a tractor parallel to slope to provide less seed/water run-off. y 3. In areas near trees: Do not till deeper than one half(1/2") inch inside "drip line" of trees. C. 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 (I")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 (1/4"-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. 3.03 MULCHING 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 1,8001bs./acre. 3. Clay soils, flat surfaces -minimum 2,5001bs./acre. 4. Clay soils, sloping surfaces -minimum 3,000 lbs./acre. SECTION 02930-SEEDING -5- 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 MAINTENANCE AND ACCEPTANCE A. Includes protection, replanting, 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. All areas requiring revegetation shall have 100%established stand coverage prior to City acceptance. 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: Full coverage per square foot established within two to three (2-3)weeks of seeding date on a smooth bed free of foreign material and rocks or clods larger than one inch diameter. 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- SECTION 03300—CAST-IN-PLACE CONCRETE PART I -GENERAL 1.01 SCOPE OF WORK — A. Concrete Sidewalk B. Concrete Handicap Ramps C. Picnic Table Slabs D. Playground Edging E. Concrete Walls and Footings 1.02 QUALITY ASSURANCE Reference Specifications: The work under this division of the Specifications shall conform generally to the requirements of Item 314- "Concrete Pavement", Item 406 - "Concrete for Structures",and Item 410—"Concrete Structures" of the City of Fort Worth's Standard Specifications for Street and Storm Drain Construction. PART 2-MATERIALS 2.01 FORMS Forms shall be of ample strength, adequately braced,joined neatly and tightly and set exactly to established line and grade, !' 2.02 REINFORCING MATERIALS Reinforcing Bars: Reinforcing bars shall be round deformed bars meeting the requirements of the current standard Specifications for Intermediate Grade Billet Steel Concrete Reinforcing Bars of the A.S.T.M. Designation A-615. Reinforcing bars at the time the concrete is placed shall be free from rust, scale or other coatings that will destroy or reduce the bond. General reinforcing bars shall be number three bars spaced 18 inches on center in walks and 12 inches in slabs as shown on Plans. 2.03 CONCRETE MATERIALS A. Cement: Portland cement shall meet the requirements of A.S.T.M. Specifications Designation C-150 and shall be Type 1. 1. `Green' cement shall be procured from a kiln utilizing a dry kiln process or from any kiln that does not produce an excess of 1.71b of NOx emissions per ton of clinker produced. 2. All related costs for complying with the `Green Cement' Policy shall be considered ancillary to the applicable project pay items. B. Aggregates: Concrete aggregates shall consist of gravel or crushed stone and shall be free from any excess amount of salt, alkali, vegetative matter or other CAST-IN-PLACE CONCRETE 03300' - I- objectionable materials. The aggregate shall be well graded from fine to course and the maximum size shall be one inch . Fine aggregate shall consist of sand C. Water: Water used in mixing concrete shall be clean and free from deleterious amounts of acids, alkalies,vegetative matter or organic material. The concrete shall be mixed in an approved batch mixer. The mixing time shall not be less than one minute after all the batch materials are in the mixer. Cement content shall be not less than five sacks per cubic yard of concrete and shall have a minimum 28 day compressive strength of 3,000 psi. D. Mixing: Transit mixed concrete shall meet all the requirements for concrete as specified above. Sufficient transit mix equipment shall be assigned exclusively to the project as required for continuous pours at regular intervals without stopping or interrupting. Concrete shall not be placed on the job after a period of l 1/2 hours after the cement has been placed in the mixer. 2.04 RELATED MATERIAL A. Expansion Joint Filler: Expansion joint material shall be one inch clear heart — redwood with cap and paved cross section as shown on the plans B. Dowels: Dowels for expansion joints shall be number four smooth round steel -- bars with expansion tubes as shown on Plans. Dowels shall be placed eighteen inches on center or as shown on Plans. C. Curing Compound: The membranous curing compound shall comply with the requirements of A.S.T.M., Designation C-309,Type 2,white pigmented. D. PVC Sleeves: The Contractor shall furnish and install four inch class 200 PVC pipe sleeves under concrete walk as shown on plans and details. E. Caulking and Sealants—See Section 07920 2.05 CONCRETE MIX DESIGN AND CONTROL A. Mix Design: The concrete shall contain not less than five sacks of cement per cubic yard. Total water shall not exceed seven gallons per sack of cement. The mix shall be uniform and workable. The amount of course aggregate (dry-loose volume)shall not be more than 85 percent per cubic yard of concrete. The net amount of water will be the amount added at the mixer plus the free water in the aggregate or minus the amount of water needed to compensate for absorption by the aggregates. Free water or absorption determinations will be — based on the condition of the aggregates at the time used. The absorption test will be based on a thirty minute absorption period. No water allowance will be made for evaporation after batching. — CAST-M-PLACE CONCRETE 03300 -2- B. Slump: When gauged by the standard slump test,the settlement of the concrete shall not be less than 3 inches nor more than 5 inches,unless otherwise indicated. C. Quality: The concrete shall be designed for a minimum compressive strength of 3,000 pounds per square inch at the age of twenty-eight days using a 5 sack mix. D. Control-Submittal: Within a period of not less than ten days prior to the start of concrete operations,the Contractor shall submit to the Engineer a design of the concrete mix proposed to be used together with samples of all materials to be incorporated into the mix and a full description of the source of supply of each material component. The design of the concrete mix shall conform with the provisions and limitation requirements of these specifications. All material samples submitted to the Engineer shall be sufficiently large to permit laboratory hatching for the construction of test beams to check the adequacy of the design. When the design mix has been approved by the Engineer,there shall be no change or deviation from the proportions thereof or sources of supply except as hereinafter provided. No concrete may placed on the job site until the mix design has been approved by the Engineer in writing to the Contractor. PART 3 -EXECUTION 3.01 REINFORCING r Metal reinforcing shall be accurately placed in accordance with the Plans and shall be adequately secured in position by concrete, metal, or plastic chairs and spacers. Bar splices shall overlap at least twelve inches. The re-bars shall be bent cold. 3.02 JOINTS A. Expansion Joints: Expansion joint materials shall be installed perpendicular to the surface. The bottom edge of the material shall extend to or slightly below the bottom edge of the slab and the top edge shall be held approximately 1/2 inch below the surface of the slab. The edge of joints shall be tooled with an edging tool having a 1/2 inch radius. B. Contraction Joints: Contraction joints shall be 1/4 inch wide by 3/4 inch deep, tooled joints placed on six foot centers, unless otherwise indicated. Contraction joints will not be required to be sealed. Sawed joints maybe allowed only if specifically approved by the Engineer. Joints will be sawed as soon as sawing can be performed without stripping aggregate from the concrete, generally within twelve to twenty-four hours after placement,and they shall be completed before uncontrolled cracking of the pavement takes place. C. Construction Joints: Construction joints shall be installed in all concrete work at the locations shown on the Plans. Construction joints formed at the close of each day's work shall be located at any of the control joints designated on the Plans. Joints may be constructed by use of wood or preformed metal bulkheads set true .. to the section of the finished concrete and cleaned and oiled. Surplus concrete on the subgrade shall be removed before resuming concreting operations. .. CAST-IN-PLACE CONCRETE 03300 -3- 3.03 PLACING CONCRETE Placement of Concrete: The concrete shall be rapidly deposited on the subgrade immediately after mixing is completed. Subgrade and forms shall be dampened prior to placement of the concrete. The concrete shall be transported,placed and spread in such a manner as to prevent segregation of the aggregate or an excess amount of water and fine materials to be brought to the surface. No concrete shall be placed when the air _ temperature is less than forty degrees Fahrenheit nor when the temperature of the concrete is eighty-five degrees Fahrenheit or higher, without approval of Construction Inspector. _ Placement shall be carried on at such a rate that the concrete is at all times plastic and flows readily into the space between the bars. No concrete that has partially hardened or that has been contaminated by foreign material shall be deposited in the work nor shall retempered concrete be used. Each section of pavement between expansion and construction joints shall be placed monolithically. All concrete shall be thoroughly compacted by suitable means during the operation of placing and shall be thoroughly worked around reinforcement and embedded fixtures and into the corners of the forms. Special care shall be taken to prevent voids and honeycombing. The concrete shall then be struck off and bull-floated to the grade shown on the Plans before bleed water has an opportunity to collect on the surface. 3.04 FINISHING All concrete shall be finished by experienced,qualified concrete finishers. All concrete shall have a neat, rounded edge. Edging and jointing(radius described on Plans)shall be accomplished with care so as not to leave deep impressions in the concrete surface adjacent to edges and joints. After the concrete has been floated and has set sufficiently to support the weight of cement finishers, a smooth steel trowel will be used to produce hard surface. The entire surface will then be brushed with a stiff bristle broom to produce a uniform textured finish. All edges and sides of concrete exposed to view shall be free of warp and blemishes with a uniform texture and smoothness as described in Plans. 3.05 CURING Curing Compound: Immediately after the finishing operations,the concrete shall be completely covered with a curing compound. The concrete surface shall be kept moist between finishing operations and the application of the curing compound. The curing ` compound shall be applied under pressure by means of a spray nozzle at a rate not to exceed 200 square feet per gallon. A minimum of 72 hours curing time will be required. 3.06 CONCRETE WALLS A. Placing Concrete 1. Where tremies are used, or where the free drop is 5'-0" or more,and through reinforcement, use a dumping box or board, moving the concrete therefrom by shovels or hoes. CAST-IN-PLACE CONCRETE 03300 -4- 2. Deposit concrete so that the surface is kept level throughout, a minimum being permitted to flow from one position to another, and place as rapidly as practicable after mixing. 3. Do not use in this Work any concrete not placed within 30 minutes after leaving the mixer. 4. Thoroughly work concrete around reinforcement and embedded fixtures, and into corners of forms, during placing operations. 5. Completely compact with tamping poles and by tapping forms until the concrete is thoroughly compact and without voids. Determine the number of tampers needed by the amount and method of placing concrete. 6. Exercise care to tamp concrete vigorously and thoroughly to obtain maximum density. _ 7. Use manual tampers as well as mechanical vibrators. a. Exercise care to direct the quick handling of vibrators from one position to another. b. Do not over-vibrate concrete. C. Do not move concrete by use of vibrator. B. Finishing 1. All formed surfaces exposed to view shall have a smooth form finish. 2. After concrete has been properly placed and cured, sandblast finish if indicated on the plans and per specification Section 03350. 3.07 PROTECTION After concrete is placed, finished and cured as required,permit no traffic thereon for three days thereafter and further protect the surface from damage due to other causes. END OF SECTION CAST-IN-PLACE CONCRETE 03300 -5- SECTION 07920-CAULKING AND SEALANTS PART I - GENERAL 1.01 DEFINITIONS: A. The term"sealant" or "sealing" shall refer to exterior joints exposed to weather or interior joints exposed to moisture. When "sealant" is used in an outside joint in aluminum or steel frames, "sealant" shall be required on the inside joint also. B. The term "caulk" or'caulking' (calking)shall refer to interior joints not normally exposed to weather or moisture conditions. - 1.02 SUBMITTAL: A. Submit to Owner's representative manufacturer's literature, specification data, and. color chart for all materials proposed for this project. B. Identify their use and location. 1.03 GUARANTEE: The Contractor shall provide the Inspector a manufacturer's written guarantee on all joint sealing materials. The manufacturer shall agree to provide any replacement material free of charge to the City. Also,the Contractor shall provide the Engineer a written warranty on all sealed joints. The Contractor shall agree to replace any failed joints at no cost to the City. Both warranties shall be for one year after final acceptance of the completed work by the Engineer. PART 2-PRODUCTS 2.01 SEALANTS: As manufactured by Pecora or approved equal. 3 A. Concrete-to-Concrete(Horizontal Joint): NR-201 with primer. B. Masonry-to-Masonry or Concrete-to-Concrete(Vertical): Dynatrol II 2.02 PRIMERS: Type as manufactured by manufacturer of sealing or caulking material and completely compatible with compound. 2.03 JOINT BACKING: Rods or tape in sizes and types as recommended by manufacturer of sealing or caulking material, and completely compatible with compound. CAULKING AND SEALANTS 07920 - 1 - PART 3 -EXECUTION 3.01 GENERAL: A. Work shall be performed by experienced mechanics skilled in execution of type of work required and in application of specified materials. B. Deliver materials to job site in original containers with manufacturer's name and brand clearly marked thereon. T C. When perimeter joints around frames that are to be caulked do not have built-in stops or other means to prevent depth of compound from exceeding 1/2 inch, _ pack joint with back-up materials of correct type and to the depth as necessary to provide minimum 3/8" and maximum 1/2" depth of compound. D. Materials and methods shall be as specified herein, unless they are contrary to approved manufacturer's directions or to approved trade practice; or unless Contractor believes they will not produce a watertight job which he will guarantee as required. Where any part of these conditions occur, Contractor shall notify Architect in writing. Deviation from procedure specified will be permitted only upon Architect's approval and providing that work is guaranteed 4 by Contractor as specified. E. If,prior to beginning work, Contractor does not notify Architect in writing of any proposed changes, it will be assumed that he agrees that materials and methods specified will produce results desired,and that he will furnish required guarantee. 3.02 PREPARATORY WORK: A. Where weather molds, staff beads,etc., do not form integral part of frames to be caulked, but are removable, remove same prior to caulking, execute caulking, replace molds, etc.,and point. B. Clean all joints,etc.,that are to be caulked or sealed,prior to executing work. 3.03 PRIMING: When conditions of joints so require,or when types of materials used adjacent to joints so require, or when compound manufacturer's recommendations so — require,clean and prime joints before starting caulking. Execute priming operations in strict accordance with manufacturer's directions. 3.04 JOINT BACKING: Joint backing shall be installed in all joints to receive sealants. Backing shall be sized to require 20%to 50%compression upon insertion,and shall be CAULKING AND SEALANTS 07920 -2- placed so that sealant depth is approximately 1/2 joint width. In joints not of sufficient depth to allow backing, install bond breaking tape at back of joint. 3.05 APPLICATION: Apply sealant and caulking material under pressure to fill joint completely, allowing no air pockets or voids. Tool the joint surface to compress the compound into the joint. 3.06 THRESHOLDS: Place all exterior door thresholds in a fill bed of sealant during setting procedures. 3.07 CLEANING: Clean adjacent surfaces free of caulking and sealant and clean all work of _ other trades that has in any way been soiled by these operations. Finished work shall be left in a neat and clean condition. END OF SECTION CAULKING AND SEALANTS 07920 -3. ACORD,M CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDNYYY) 11 18 2008 PRODUCER Phone: 972-770-1600 Fax: 972-770-1699 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION McQueary Henry Bowles Troy LLP ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 12700 Park Central Drive HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 17th Floor Dallas TX 75251-0470 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA:Texas Mutual Insurance Com an 22945 Pegasus Texas Holding LLC INSURER B:Southern Insurance Co 19216 Pegasus Texas Construction LP P. 0. Box 35245 iNSURERC: Dallas TX 75235-0524 INSURERD: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDT POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS TR INSR TYPE OF ItJSURANCE B GENERAL LIABILITY CMP5635872 11/1/2008 11/1/2009 EACHOCCURRENCE $1 OOp 000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurence $10 0 0 0 0 CLAIMS MADE OCCUR MED EXP(Any one person) $,5j 0 0 0 i X ((,250-4 PERSONAL&ADV INJURY $11000,000 GENERALAGGREGATE $2 000 000 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $1,000,000 POLICY X PRO- LOC B AUTOMOBILE LIABILITY BAP5635873 11/1/2008 11/1/2009 COMBINED SINGLE LIMIT X ANY AUTO (Ea accident) $1,000,000 ALL OWNED AUTOS BODILY INJURY � SCHEDULEDAUTOS (Per person) $ X HIREDAUTOS BODILYINJURY X NON-OWNEDAUTOS (Per accident) $ PROPERTY DAMAGE (Peraccident) $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHERTHAN EAACC $ AUTO ONLY: AGG $ B EXCESSIUMBRELLA LIABILITY UMB5635874 11/1/2008 11/1/2009 EACH OCCURRENCE $5 000 000 X OCCUR F_ICLAIMS MADE AGGREGATE $5 O o O O n o HDEDUCTIBLE X RETENTION $10 0 0 0 $ WC STATU-A WORKERS COMPENSATION AND SBP0001187862 ll/l/2008 ll/l/2009 X TRYIMIT �R EMPLOYERS'LIABILITY - � ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1 000,000 OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $1 0 0 O O O O If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT 1$1 0 0 ,000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS dditional Insured form edition 10 01 applies to the General Liability policy. or G aiver of subrogation f 29 edition 06 04 applies to the General Liability policy. aiver of subrogation form WC420304A edition 01 00 applies to the Workers Compensation policy. rimary & Non Contributory General Liability form #CGR002 edition 10 03 applies to the General Liability policy. %dditional insured form #CAR006 edition 03 02 applies to the Business Auto policy aiver of Subrogation form #CAR002 edition 02 02 applies to the Business Auto policy ontinued... CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER City Of Fort Worth WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE 1000 Throckmorton Street CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO Fort Worth TX 76102-6311 SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2001/08) ©ACORD CORPORATION 1988 POLICY NUMBER:CMP 56358_2 01 COMMERCIAL GENERAL LIABILITY CG 20 10 07 04 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the folfowing: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE r Name Of Additional Insured Person(s) Or Organization(s): Locations)Of Covered Operations ++ i ; ANY CERTIFICATE HOLDER WHO IS REQUIRED BY LOCATION 1 WRITTEN CONTRACT WITH THE NAMED iINSURED TO BE ADDED AS AN ADDITIONAL j — INSURED TO THE NAMED INSURED IS GENERAL LIABILITY COVERAGE. CERTIFICATES ARE ON FILE WITH YOUR AGENT. 1 i s i Information required to complete this Schedule if not shown above,will be shown in the Declarations. A. Section If - Who Is An insured is amended to B. With respect to the insurance afforded to these include as an additional insured the person(s) or additional insureds, the following additional exclu- organizations) shown in the Schedule, but only sicros apply: with respect to liability for"bodily injury", "property This insurance does not apply to "bodily injury" or damage" or "personal --d advertising injury" "property damage"occurring after: .. caused, in whole or in part, by. 1. All work, including materials, parts or equip- 1. Your acts or omissions;or ment fumished in connection with such work, 2. The acts or omissions of those acting on your on the project(other than service, maintenance _ behalf, or ram) to be perkwmed by or on behalf of in the performance of your ongoing operations for the adc:zonal insured(s) at the location of the the additional insured(s) a-. the location(s) desig- covered operations has been completed;or nated above. 2. That portion of "your work" out of which the — injury or damage arises has been put to its in- tended use by any person or organization other than another contractor or subcontractor en- gaged in performing operations for a principal as a part of the same project. CG 20 10 07 04 ©ISO Properties, Inc., 2004 Pagel of 1 ❑ POLICY NUMBER: CNP 56358-72 01 COMMERCIAL GENERAL LIABILITY CG 20 37 07 04 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. �- ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following; COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s): Location And Description Of Completed Operations ANY CERTIFICATE HOLD ,A WED IS R EQ'JIAED BY WRITTEN CONTRACT WITH TFE NAY-ED INSURED TO BE ADDED AS AN ADDITIONAL INSURED TO THE NAY ED IXSJREDIES GENERAL LIABILITY COVERAGE. ad CERTIFICATES ARE ON FILE WITH YOUR AGENT. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. Section II - Who is An insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for"bodily it _;y or'property dam- age' caused, in whole or in part, by 'your woW at the location designated and described in the sched- ule of this endorsement performed for that additional insured and included in the 'products-completed operations hazard'. CG 20 37 07 04 @ ISO Properties, Inc., 2004 Page 1 of 1 13 Republic Plus+ General Uabillity Commercia enera -Enhanc—ement Endorsetuent This endorsement changes the policy. Please read it carefully. This endorsement modifies insurance provided under the fattavAng: Commercial General Liability Coverage Form With respect to image provided by this endorsement,the provisions of the Coverage Form apply unless modified by the endorsement. 1. Medical Paytner.'s 4- Non-Ox+rted Watercraft Subject to the terms of Section III- Limits of Exclusion g.of Section 1- Coverages,Coverage — Insurance,the Medical Expense Limit is the A Bodily Injury and Property Damage does not higher of: apply to any watercraft under 51 feet long that is neM-er: a. $10,000; or b. The amount shown in the Declarations for a. Owned by you; nor Medical Expense Limit. b. Being used to carry persons or property for a Under Section I- Coverages, Coverage C- GNP Medical Payments, paragraph 1.8. (3), This additional insurance is excess over any other subparagraph 2,is amended to read as follows valid and collectible insurance available to the (2) The expenses are incurred andinsured whether primary,excess,or contingent. ++� repoa eed to us within two years of the 5. Broad Notice of Occurrence date of accident Paragraph 2.a.of Section IV- Commercial 2. Supplementary Payments Increased Limits General Liability Conditions is deleted and r replaced by the following: Paragraph 1 of Section I- Coverages, Supplementary Payments- Coverages A and B is a. You must see to it that we are notified as soon amended as follows: as practicable of an"occurrence"or an offense which may result in a claim. b. Up to$2,500 for the cost of hail bonds Knowledge of an 'occurrence"or an offense required because of accidents or traffic law by your"employees"shall not, in itself, violations axis rg out of the use of any vehicle constitute knowledge to you unless your to which the Bodily injury Liability Coverage partners, "executive officers",directors, applies. We do not have to furnish these insurance manager or risk manager shall bonds. have actually received notice. To the extent possible, notice should include: 3. Additional Insured by Contract,Agreement or Permlt (1) How,when and where the"occurrence"or offense took place; Section It- Who is an Insured,is amended tc include as an insured any person or organization (2) The narnes and addresses of any you are required by a written contract, insured persons and witnesses;and agreement,or permit to name as an insured,but orgy with respect to"bodily injury"or"property (3) The nature and location of any injury or damage"arising out of such person or damage arising out of the"occurrence"or — organization's vicarious liability for your negligent offense. ads or omissions committed in the course of your ongoing operations performed for such person or The following is added to Paragraph 2. of Section organization, and excluding any negligent ads or iV- :�ommerciat General Liability Conditions: omissions of such person or organization. e, If you fait to give us notice of an"occurrence", This insurance does not apply to such person►or offense,claim oT"snit",solely due to your organization unless the contract,agreement or reasonable and documented belief that the permit is made prior to when the"bodily irrW or "property damage"occurs. CG R 9 N9 N04 aiw. Page?or 3 ftmovsce Services Office ii�l "bodily injury'or"property damage"is not premises in connection with the sale o covered under this policy,we will not deny the product(this exception does not coverage under this policy solely because of appiy to the extent that subparagraph such failure. g. is applicable); or 6. Unintentional Failure to Disclose Hazards 7. Products which,after distribution or sale by you, have been labeled or The following is added to Paragraph 5.of Section relabeled or used as a container,part IV- Commercial General Liability Conditions: or ingredient of any other thing or If you should unintentionally fail to disclose all substance by or for the'vendor". existing hazards at the inception date of this b. This provision,Additional Insured- policy,we will not deny coverage under this Blanket Vendors, does not apply to any policy solely because of such failure person or organization from whom you have acquired any products, including any 7. Additional Insured-Blanket Vendors ingredient,part or container entering into.. Section 11- Who is an Insured is amended to accompanying or containing"your products"- include as an insured any person or organization ("vendor")with whom you agreed under a written c. This provision, Additional insured- contract or written agreement to provide Blanket does not apply to any'vendor" insurance, knit only with respect to"bodily injury" included as an insured by an endorsement or"property Damage'arising out of`your issued by us and made a part of this products"which are distributed or sold in the policy. regular course of the"vendor's'business, subject to the following additional exclusions: d. This provision,Additional insured- Blanket does not apply if"bodily injury"or a. The insurance afforded the"vendor"does "property damage'included within the not apply to: "products-completed operations hazard"is otherwise excluded under the policy, 1. "Bodily injury or"property damage"for including this or any other endorsement. which the'vendor"is obligated to pay damages by reason of the assumption & Fire, Lightning, Explosion and Sprinkler of liability in a contract or agreement_ Leakage This excl usion does not apply to 4ability for damages that the'vendor If Damages to Premises Rented to You under would have in the absence of the Section I- Coverages,Coverage A Bodily injury contract or agreement; and Property Damage is not otherwise excluded under the policy,including this or any other 2. Any express warranty unauthorized by endorsement,the following applies: you; a_ The last subparagraph of paragraph 2. 3. Any physical or chemical change in Exclusions of Section I- Coverages, the product made intentionally by the Coverage A Bodily Injury and Property "vendor"; Damage is amended to read: 4. Repackaging,unless unpacked sorely Exclusions c.through n. do not apply to for the purpose of inspection, damage by fire, lightning, explosion or demonstration,testing or the sprinkler leakage to premises while rented substitution of parts under instruction to you or temporarily occupied by you with from the manufacturer,and then the percussion of the owner. A separate repackaged in the original container, limit of insurance applies to this coverage as described in Section III- Limits of 5. Any failure to make such inspection, Insurance. adjustments,tests or servicing as the "vends"has agreed to make or b. Paragraph 6. Of Section III- Limits of normally undertakes to make in the Insurance is amended to read: usual course of business in connection with the sale of the product; 6. Subject to 5. above,the Damages to Premises Rented to You Limit is 6. Demonstration, installation, servicing the most we will pay under or repair operations,ext7ept such Coverage A for damages because operations performed at the"vendor's' of"property you or temporarily CG MT9 OW4 Conlsiw5 MMMW wt6r Perm"on. Page 2 of 3 Insurance SerAces Office MR occupied by you with permission of the a. Coverage underiis provision is afforded owner,arising out of damage"to only until the 180 day after you acquire premises,while rented to any one fife, or form the organization or the end of the lightning,explosion or sprinkler leakage policy period,whichever is earlier, occurrence'. b. Coverage A does not apply to"bodily Subject to all the terms of Section ill- injury'or"property damage' that Limits of Insurance,the Damages to O=rred before yuu acquired or formed Premises Rented to You Limit is the the organization;and greater of: c_ Coverage B does not apply to"personal a.$250.r,30; or and advertising injury"arising out of an offense committed before you acquired b.The aTrount shorn in the or formed the organization. Declarations for Damages to Premises Rented to You Limit. 11. Blanket Waiver of Subrogation C. Paragraph 4.b.1.b. of Section IV- Section IV-Commercial General Liability Commercial General Liability Conditions is Conditions, Item 6.is replaced with: amended to read 3. Transfer of Rights of Recovery Against Others (b)That is Fire, Ughtning, Explosion, Sprinkler to Us and Blanket Waiver of Subrogation Leakage or any similar insurance coverage for premises rented to you or temporarily a. If the insured has rights to recover all or occupied by you with permission of the part of any payment we have made owner; or under this Coverage Part,those rights are transferred to us. The insured must 9. Extended Proper"y Damage do nothing after loss to impair those rights. At our request,the insured will Exclusion 2.a.of Section I-Coverages, bring"suW"or transfer those rights to us Coverage A Bodily Injury and Property Damage and help us enforce them. is replaced by the following: b. if required by a written"insured contract" a. "Bodily i~;fury"or"property damage'expected signed prior to an occurrence or offense, or intended from the standpoint of the insured. we waWe any right or recovery we may This exclusion does not apply to'bodily injtuy" have against any person or organization or"property damage"resulting from the use of because of payments we make for reasonable force to protest persons or 'bod►ly injury","property damage"or property. "personal and advertising injury"arising our of your operations or work for that 10. Newly Formed or Acquired Organizations person or organization. Paragraph 4. of Section if- Who is an Insured,is replaced by the following: 4. Any organization you newly acquire or form, other than a partnership,joint venture or Ignited liability company,and over which you maintain ownership or majority interest,will qualify as a Named Insured if here is m other similar insurance available to that organization. However: , f irk i� rr Rn29 W04 Zon&*rapyr vMn vnTksar, wage's c'3 Inwrance services Office r 1 _ ® WORKERS'cOMPENsAT1G x'AND EMPLOYERS mmuta LIABILITY INSURANCE POLICY IrC,onap2ny WC 42 03 04 A TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. i We have the right to recover our payments from anyone liable for an injury covered by this policy.We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the Schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement s shown in the Schedule. Schedule i 1. { ) Specific Waiver Name of person or organization { X ) Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: ALL TEXAS OPERATIONS 3. Premium The premium charge for this er: orsement shall be 2.09 percent of the premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described. 4.Advance Premium I'tiCLUD D, SEE INFORMATION PAGE. This endorsement changes the policy to which it is anached effective on the inception date of the poky unless a different date is indicated below. (The following"aRtaching clause need be cornp1e4ed only when this endorsement is issued subsequent to preparation of the porwy-) This endorsement,effective an at 12:01 A.M.standard tithe,forms a part of Policy No. TSF-0001187862 20081101 of the Texas Mutual Insurance Company Issuedto PEGASUS TEXAS HOLDING LLC � Endorsement No. Premium$ Authorized Representative wc420304A(ED.1-01-2000) INSURED'S COPY SAVEDEN 11-07-2008 Additional Insured - Primary Coverage This endorsement changes the policy. Please read it carefully. This endorsement modifies insurance provided under the fo.lowing: Commercial General Liability Coverage Form Schedule Name of Person or Organization: * ANY CERS ::?ICATE HOLDER WHO IS REQUIRED BY WRITTEN CONTRACT WITH THE NAMED INSURED TO BE A-.:DED AS AN ADDITIONAL INSURED TO THE NAMED INSURED'S GENERAL LIABILITY COVERAGE. CERTIFICATES ARE ON FILE WITH XMR AGES . ra Who is an Insured (Section 11) is amersded to Furthermore,the following is added to paragraph 4., include the person or organization shown in the Commercial General Liability Conditions (Section Schedule, but only with respect to such person's or N)_ organization's vicarious liability for your negligent acts or omissions cc-,mitted in the course of your 4. Othw Insurance ongoing operations performed for such person or organization, and excluding any negligent ads or d_ The insurance provided by this omissions of such pe-son or organization. endorsement is primary for the person or organization shown in the Schedule. Other insurance afforded to such person or organization will apply as excess and not contribute as primary to the insurance afforded by this endorsement. CG RD02 1003 Page 1 of 1 POLICY NUMBER_ COMMERCIAL AUTO CA R041 06 07 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GARAGE COVERAGE FORM MOTOR CARRIER COVERAGE FORM TRUCKERS COVERAGE FORM With respect to coverage provided by this endorsement,the provisions of the Coverage Form apply unless modi- fied by the endorsement. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Endorsement Effective: Countersigned By: Named Insured: _ (Authorized Representative SCHEDULE "Any certificate holder or other party Who is required by written contract, agreement or permit to be added as an Additional Insured to the named insured's Automobile Liability coverage. Certificates of Insurance with names and locations are on file with your agent. " f� I rr i (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) A. Who Is An Insured (Section 11) is amended to C. You are authorized to act for the additional insured include as an insured" the person(s)or organiza- named in the Schedule or Declarations in all mat- tion(s) shown in the Schedule, but only with re- ters pertaining to this insurance. spect to their legal liabiity fcr acts or omissions of D_ We wat snail the additkml insured named in the a person for whom Liability Coverage is afforded schedule or Declaration,, notice of any cancelia- under this policy. Lion of this policy. If we cancel,we will give 10 days B. The additional insured named in the Schedule or notice to the additional insured. Declarations is not required to pay for any premi- E_ The additional insured named in the Schedule or ums stated in the policy or earned from the policy. .. Declarations will retain any right of recovery as a Any return premium and any dividend, if applica- claimant under this policy. ble,declared by us shall be paid to you. CA R041 06 07 includes copyrighted material of Insurance Services Office, Inc., Page 1 of 1 •t�th fis perrr,ission - Blanket Waiver of Subrogation This endorsement changes the policy. Please read it carefully. This endorsement modifies insurance provided under the following: Business Auto Coverage Form Garage Coverage Form Truckers Coverage Form Where required by contract, Loss Conditions A.5_. 'Transfer of Rights of Recovery Against Others to Us", does not apply if the persons or organizations are on file Wth the insurer or the agent. i i i l� CA R002 0202 Page 1 of S 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. a. • ACORD 25(2001/08) DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES / EXCLUSIONS / SPECIAL PROVISIONS Certificate Holder is named as an additional insured per the above form(s) on the General Liability, Business Automobile and Umbrella policies of insured with Primary and Non Contributary status per the above General Liability form and Waiver of Subrogation per the above form(s) on the General Liability, Business Automobile, Workers Compensation and Umbrella policies of insured but only to the extent that the limits and forms are required to satisfy the terms of a written contract. 10 day notice of cancellation for non-payment of premium Project: Playground Renovations at: Newby, Eastbrook, Rodeo, Mesa Verde, Cobb North and Rosemont Parks Certificate holder includes: The City of Fort Worth, its officers, employees and servants do RCT?,C.A -4 F)MM1�) 35951.`f ► 2oa BIDDER'S STATEMENT OF QUALIFICATIONS Firm Name: %(aAS%)&7B'1.AS a P57 90('- attee Organized: Ju4S ZOO 1 [] PARTNERSHIP ❑ CORPORATION Address: 8150 DRIVE .r svias City: DALAAf State: 'TA _^ Zip: 75 2 4 1 Telephone Number: 2,q -(o 5 4 - y y 0 o Fax Number: Z/ ' (05 4 4A Number of years in business under present name: Former name(s)of organization: LASSIF C ICATION: M General ❑ Building ❑Electrical ❑ Plumbing ❑ HVAC ❑Utilities ❑Earthwork ❑ Paving ❑ Other LIST A MINIMUM OF THREE SIMILAR COMPLETED PROJECTS WITHIN LAST THREE YEARS PROJECT NAME AND LOCATION SCE AWACNE D U,5-T NAME(TELEPHONE NUMBER OF OWNER NAME/TELEPHONE NUMBER OF SURETY AMOUNT OF CONTRACT COMPLETION DATE SCOPE OF WORK DESCRIPTION PROJECT NAME AND LOCATION NAME/TELEPHONE NUMBER OF OWNER NAME/TELEPHONE NUMBER OF SURETY AMOUNT OF CONTRACT COMPLETION DATE BIDDER'S STATEMENT OF QUALIFICATIONS -1 SCOPE OF WORK DESCRIPTION r PROJECT NAME AND LOCATION NAME/TELEPHONE NUMBER OF OWNER T NAME/TELEPHONE NUMBER OF SURETY AMOUNT OF CONTRACT T COMPLETION DATE SCOPE OF WORK DESCRIPTION 1 - 1 PROJECT NAME AND LOCATION NAME/TELEPHONE NUMBER OF OWNER 1 NAME/TELEPHONE NUMBER OF SURETY 1 AMOUNT OF CONTRACT COMPLETION DATE SCOPE OF WORK DESCRIPTION PROJECT NAME AND LOCATION NAME/TELEPHONE NUMBER OF OWNER NAME/TELEPHONE NUMBER OF SURETY ..' AMOUNT OF CONTRACT - CONUIETWN DATE J� SCOPE OF WORK DESCRIPTION BIDDER'S STATEMENT OF QUALIFICATIONS ' -2 T 2. LIST CONSTRUCTION SUPERINTENDENTS NAME AND CONSTRUCTION EXPERIENCE; lTrAcroso T 3. LIST ALL LABOR SUBCONTRACTORS (attach additional pages as needed) SUBCONTRACTOR NAME SEE /97rAcH u D 416T � C� TRADE „1 PREVIOUS PROJECT EXPERIENCE/CONTACT NAME/TELEPHONE NUMBER A. B. C. SUBCONTRACTOR NAME TRADE .� PREVIOUS PROJECT EXPERIENCE/CONTACT NAME/TELEPHONE NUMBER A. B. C. BIDDER'S STATEMENT OF QUALIFICATIONS -3- SUBCONTRACTOR NAME TRADE r PREVIOUS PROJECT EXPERIENCE/CONTACT NAME/TELEPHONE NUMBER �• A. B. T c. T SUBCONTRACTOR NAME TRADE PREVIOUS PROJECT EXPERIENCE/CONTACT NAME/TELEPHONE NUMBER A. B. C. 1 SUBCONTRACTOR NAME TRADE PREVIOUS PROJECT EXPERIENCE/CONTACT NAME/TELEPHONE NUMBER A. B. C. Note 1. Section 8.1 of the Standard Specifications for Street and Storm Drain Construction for the City of Fort Worth will be enforced. Z. The Prime Bidder selected for this project shall submit Letters Of Intent executed between the Prime Bidder and any and all subcontractors to be utilized on this project within five working days of-b ring recognize&as the overa[Tgii-i]i edlawlYriiii6—W -derby the City. Subsequent substitution of sub-contractors must be approved by the City. 3. Prime Bidder shall include financial statement in this submittal. BIDDER'S STATEMENT OF QUALIFICATIONS ..� -4- Mark Souder ��''AA'77�• Pegasus Texas Construction, LP Experience& Mr. Souder has twenty-two (22) years in the construction industry giving him a strong sense of Responsibilities teamwork and task organization along with the responsibility for an aggregate of approximately 10 million square feet of buildings with specialization in high profile,technically complex projects with short construction schedules and challenging budgets. As a General Superintendent, he also has extension experience in budgeting, scheduling, and coordinating multiple trades and subcontractors necessary for multi-faceted projects. He has been responsible for scheduling,hiring subcontractors, developing project bid packages,negotiation and development of contracts. DFW Phase Two Demolition—Superintendent Demolition of an abandoned elevated walkway,which connected the East and West Hyatt Hotels. The scope of work includes demolition of the elevated structure and support columns.Major mechanical piping work is included as the elevated walkway supports the hot and chilled water- piping loop from the East Hyatt air conditioning system.Additionally all work is performed between two access roads at the airport that do not go out of service.The project also includes renovations to the Hyatt and required a closure wall to be installed after the walkway is removed. Children's Medical Center—Superintendent Consists of two basement levels and twelve levels above grade.The basement levels will house new mechanical rooms and equipment to replace existing facilities.The primary purpose of the tower project is to provide additional elevator access to the existing towers.Additionally,the first 5 levels provide space for administrative,blood bank,sterilization,pharmacy,procedure rooms and shell space.Levels 6-12 provide elevator access only.This is a joint venture project with Centex. TXU Power Plant Expansion—Superintendent Demolition of existing slab in boiler area,excavation,drilling and placing concrete for ten 36" diameter drilled piers x 40' deep,tow grade beam foundations eight soldier piers,one MCC foundation,four micro-piles x 50' deep,one test micro-pile x 50'deep,two SCR columns foundations,two column encasements,backfill and slab on grade cover at SCR foundations. Professional Carpenters Apprenticeship Training Program Memberships Carpenters Local Union 1822 Relevant 22 years in construction and coordination of field services Experience Stability,loyalty,ability to lead field employees,on time delivery of construction services Industrial plant experience:HVAC,mechanical and excavation References Brad Richards,Centex Construction 972-586-6195 Karl Joeris,Centex Construction 972-586-6196 PERFORMANCE 130ND Bond No. 4372011 THE STATE OF TEXAS § KNOW ALLEY THESE PRESENTS: COUNTY OF TARRANT § SureTec Insurance Company Tbm wo(1)PeMns ISM CMMjC on.LP as Principal herein, and(2) . a the 11M of the State of ) Texas , and who is a gbodzcd to issue surety bonds is the State of Texas, Suety herein,we kaki and Stmiy bound tmaEo tba Chy of Fort Worth a mmocipal corporation located.in Twwt and Damon Camsies,Tezas,Obligee hwM m the simt of Si:HandrM d s�nl1 (S_6__2fi—'RX00)Dollars for the payment of wU*sum we bind owWwz,our heirs,orators,admimstratw, successors and=qMjowfly and severally,So*by these p ents- WHEREAS,PrmcqW has ento[ed Mo a certafm can=with the obligee dawd the 11th of xo,^ember. Ma oopy of which is allochW hemw and made a past hawt farThe woftuakm of Plavarouad Renmatian at Newbv.Eaaro ..Ibedm Meoa_' rde.Cobb and Rosct_ arhx NOW TAEREKKkE,t>te oondition of this oblivion is m3*if'the said dM fld&Uy perform the wank m aecordaatae whh the plans, spoons,and wjMW 6=wcnU and.Mari fully mdarmii fy and hold limplew the Obligee ftm all com and dares which Cbftm mW aMr by=inn of Prbvqw's default,and reimburse and rqM Obligee for all.oaay and gxpow that.Mom may imw m uWkng good such doPault,then this vbligaiion skill be void;Vie,to r=Wn m full fom and.effect. PROVIDED,HOWEVEX that this bond is execumd pit to Ciotrr 2253 of the Texas Government code,as aided,and all Hab4lifies on this bond shall be ddenmW m aomwduce with the provisions of snch stamen,to de same c c=m if it were copied at lc%*hendn. IN WMMS WHIMP", the duly =Mm=d hives Of the ftmc4W and the Surety have executed this imsatnMM SIGNED mad SEAI.F.b Ibis xxtiUf Novembrw-.20M ATTEST: Pry Tc=C-0mandim.LP (Ptimcxpal)Seaetar9 F9IiFi (4) '-\—� fly: Tttle- (SEAL) 91%Srookriver Drive,Srdte"I Dallis,T'X 75247 SureTec Insurance C4mpany witoas;as m Priaapal 4Brodas Z(AIW. Address BY:ATMST: Cheryl A. fact)(5) (Surety) 9737 Great Hills Trail, Suite 320, Austin, TX 78759 4 (Addm=) (SEAL) NOTE: Doe of Bond mast na be prW to date Qf Contract (1) Correct Name of Coaftow (2) Cotz=nme of Surety (3) State of incorporation of Smvty Telephme mamba'of&array roust be Aned- lu addifiam,art original copy of Power of Attomey shaU be attached to Bond by Attomey-in-Fact The date of bond&ball not be prm to daft of r Conuam witpM as to Surety 12700-Hillcrest Road, Suite 192, Dallas, TX 75230 PAYMENT BOIL Bond No. 4372011 THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TAPILkNT § That we,(1)Pems Terms Cam.LP,as Principal hetem,and(2) SureTec Insurance Company .a won mpmzed and existing mder the Ifws of the Slate of(3) Texas _ _ as surety, are l*ld and firmly bound uM the City of Fort Worth,a mnoic#W cmporo m located in Twant and.Denton Cooatios, Texas, Obligee harem, in the amour of Sa 1Txed&--ix T-hmm nd Ml Hundred TSirty.and p000.»....,_......._ Dollars(5626,S3f1.+DU1 for the payment wl awt the said Prmc4W and Surety bind themselves and their heirs,executw ,edmiuistiatuss,succemrs and ash jammtly and scveattll9,fly by these pmzdr '4VItREAS,the*mcqW has entered'unto a catam*i*m contract wA&the Obligee dated the 1lth day of ovember 2M.which coanwict is hereby.refiarad ID and made a pact,howl as if falty and to the same extent as if oopicd at length,for the fdlowing Isnjea Plavm+omd n Ne nr::Eastbsuelc.Haden,MM Va+dr,CAM North B2MVont Parks NOW, THBMIFORE,THE COMMON OF TMS OBf CATION IS SUCK Ow if she said Principal shall faitWy n0m pwmeat to each and every cbmumt(as defined in Chmr 2253,Taus Gam Cock,as MRAying labor or materials m the pmuaocutlom►offt wodc vrider the cxmtract,then dus obligation shall be Void. ,to neanaia m M force and effect. PROVIDED,HOWE VEK,that fts bond is execxftrd pmmmd to Owptcs 2253 of she Terms Cwvermnent Cade, as amended, and all liabilities on this:bond:shag be dammined is ice with fie pmavisions of said statute,to the same extant as if it woo oWW at kxglb herdin IN WITNESS WHEREOF, the daly and mrized nVwemu";es of the Primal and the Surety have owled this inSt mot .KGNEA and SEALED skis lath day oC November2M. Pegasus L%M ConstrvaGon.LP P (PAL ATTEST: SY Name: bNgx-t Q czoc (Principao Se etary Title: stN & �!P (S E A L) Address: 8150 Broobt r Drive. Suite 5-MI Dallas, TX 75247 Witness as to Principal SureTec Insurance Company SURETY. ATTEST: By: e Name: Cheryl A. Br aski - tt Atrorney in ct (�t=:A�L) � Address: 9737 Great Hills Trail, Suite 320 Suite 320 Austin, TX 78759 to SU" Telephone Number. (512) 732-0099 NOTE: (1) Cone name of Pftd al(fir). (2) Corr name of Surety- (3) State of incorporation of Surety Telephone number of surety must be sued. In addilian, an original copy of .Power of Attorney shall be attached to Bond by the Attomey-in-Fact. The date of bond shall not be prior to date of Contract h4AINTENANCE BOND Bond No. 4372011 THE STATE OF'TEXAS § COUNTY OF TARRANT § That Pe�Texas Construction.LIP(°Contractor'), as principal, and SureTec Insurance Company a corporation orgarimed under the laws of the State of Texas , (~Surety'), do hereby acknowledge themselves to be held and bound to pay unID the City of Fort Worth, a Municipal Corporation chartered by virtue of Constitution .and laws of the State of Texas, ("City' in Tarrant County, Texas, the sum of Six Hundred Twentty4sk Thousand Five Ij,undred Thirty and no1100...................._........................_----� - - ...........,_.� -----mow ................ Dollars ($626.530.00), lawful money of the United Statrrs, for pw ward 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, Y and severaey. This obligalian is conditioned,however,that: WHEREAS, said Coontractor has this day w0rsd into a written Contract with the City of Fort Worth, dated the I Ith of N„ovember. 20M, a cagy of w1kh is herft attached and made a part hereof, for the perforfnance of the following desWbW:pudic irnprovraments;: PiaVaround-Renovation atfienrrbv.EasUvock.Rodeo.Mesra 1Harft Cobb North And Rosemont Pa" the same being referred .to main and in said =*--fct as the Work and being designated as project -number�(s)C280-809�48W 2$0/C?.&i.09480103580/C28o- 209SWI02WO and said contract ir�&S all of the spedAceflons, conditions, addenda, change orders and written instrurr+erris referred to twain as Ca'rbW Docurn mvis being incorporated herein and being made a part hereof;and, WHEREAS, in said Contrxt, Conouttir hinds itself to use such nu rterfais,and to so construct the work that it will remain in good repair and.condition-for and during a period of after the date of the Anal acceptance of the work by the City; and WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term of Two l21 gears;and WWERF.AS, said Contractor binds itself W repair or reconstruct:the Work in whole or in pact at any time within said period, if in the opinion of the Director of the City of Fort Worth Department of Engineering, it be necessary;and, WHEREAS, said Cantractor binds itself, upon receiving notice of the need therefore to repair or reconstruct said Work as herein provided NOW THEREFORE, I said Conbackw shall keep and perform its said agreement to maintain, repair or reconstruct said Work in accordance with all the terms and conditions of said Contract, these presents shall be null and void, and have no fore or effect_ Otherwise, this Bond shall be and remain in full forme and effect, amd the City shall have and recover from Contractor and Su"damages in-the premises as prescribed-by said Contract. This obligation shall be a continuing one-and,successive nx*vwies may be had hereon for successive breaches until the futt amount hereof is exhatzteeL IN WITNESS WHEREOF,this instrument is executed in f counterparts,each.of which shall be deemed an original,this LIM day of Kovemiaer_A.D.Q. ATTEST: ors IAM 9201t cb (S E A L) Contractor �ry Name: Title: Ser-3-toll, �1 P _STTE!ST: SureTec Insurance Company (S-E Surety Name: C IA. Br daski Title: Attorney-inF ct 9737 Great Hills Trail, Suite 320 Austin, TX 78759 Address POA#: 4221164 Sure'Tec Insurance Company LIMITED POWER OF ATTORNEY Know AM Men by These Presents, That SURETEC INSURANCE COMPANY (the "Company"), a corporation duly organized and existing under the laws of the State of Texas, and having its principal office in Houston,Harris County, Texas, does by these presents make,constitute and appoint '— Curtis B.Roberts,Cheryl A.Brodaski of Dallas, Texas its true and lawful Attomey(s)-in-fact,with full power and authority hereby conferred in its name,place and stead, to execute, acknowledge and deliver any and all bonds, recognizances,undertakings or other instruments or contracts of suretyship to include waivers to the conditions of contracts and consents of surety, providing the bond penalty does not exceed Five Million and no/l00 Dollars($5,000,000.00) and to bind the Company thereby as fully and to the same extent as if such bonds were signed by the President,sealed with the corporate seal of the Company and duly attested by its Secretary,hereby ratifying and confirming all that the said Attomey(s)-in Fact may do in the premises. Said appointment shall continue in force until 12/31/09 and is made under and by authority of the following resolutions of the Board of Directors of the SureTec Insurance Company: Be it Resolved,that the President,any Vice-President,any Assistant Vice-President,any Secretary or any Assistant Secretary shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attomey(s)-in-Fact to represent and act for and on behalf of the Company subject to the following provisions: Attorney-in-Fact may be given full power and authority for and in the name of and of behalf of the Company,to execute,acknowledge and deliver,any and all bonds,recognizances,contracts,agreements or indemnity and other conditional or obligatory undertakings and any and all notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Attorney-in-Fact shall be binding upon the Company as if signed by the President and sealed and effected by the Corporate Secretary. Be it Resolved,that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile,and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached. (Adopted at a meeting held on 20 of April, 1999) In Witness Whereof, SURETEC INSURANCE COMPANY has caused these presents to be signed by its President,and its corporate seal to be hereto affixed this 20th day of June,A.D.2005. TEC INS CE COMPANY `ay�laAN�F� By: i w ` °` Bill King, reant t iDa State of Texas ss: 7ti,�41 County of Harris .•-' d` �w On this 20th day of June,A.D. 2005 before me personally came Bill King,to me known,who,being by me duly sworn,did depose and say,that he resides in Houston, Texas, that he is President of SURETEC INSURANCE COMPANY, the company described in and which executed the above instrument;that he knows the seal of said Company;that the seal affixed to said instrument is such corporate seal;that it was so affixed by order of the Board of Directors of said Company;and that he signed his name thereto by like order. lfthWe Denny waiyuft 1(J%of Texas MV commwm Was Michelle Denny,Notary Pub is August 27,2008 My commission expires August 27,2008 I,M.Brent Beaty,Assistant Secretary of SURETEC INSURANCE COMPANY,do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney,executed by said Company,which is still in full force and effect;and furthermore,the resolutions of the Board of Directors,set out in the Power of Attorney are in full force and effect. Given under my hand and the seal of said Company at Houston,Texas this 1 — day of 20® ' ,A.D. M.Brent Beaty,Assistant Se re ry Any instrument issued in excess of the penalty salted above is totally void.nd without any validity. For verification of the authority of this power you may call(713)812-08 0 any business day between 8:00 am and 5:00 pm CST. r — SureTec Insurance Company THIS BOND RIDER CONTAINS IMPORTANT COVERAGE INFORMATION 0 Statutory Complaint Notice To obtain information or make a complaint: You may call the Surety's toll free telephone number for information or to make a complaint at: 1-866- 732-0099 You may also write to the Surety at: SureTec Insurance Company 5000 Plaza on the Lake, Suite 290 Austin, TX 78746 You may contact the Texas Department of Insurance to obtain information on companies, coverage, rights or complaints at 1-800-252-3439. You may write the Texas Department of Insurance at PO Box 149104 .. Austin, TX 78714-9104 Fax#: 512-475-1771 PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim, you should contact the Surety first. If the dispute is not resolved, you may contact the Texas Department of Insurance. 0 COMPLAINT NOTICE rev.1103 c STATE OF TEXAS § § KNOWN ALL BY THESE PRESENTS: .. COUNTY OF TARRANT § This Contract is made and entered into this the 11 th day of November, , 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 Pegasus Texas Construction. LP hereinafter referred to as"Contractor", by and through its duly authorized representative. WITNESSETH: That said parties have agreed as follows: 1. That for and in consideration of the payments and agreements hereinafter mentioned to be made and performed by the Owner, and under the conditions expressed in the bond bearing even date herewith, the said Contractor hereby agrees with the said Owner to commence and complete the construction of certain improvements described as follows: Plaveround Renovation at Newby.Eastbrook. Rodeo, Mesa Verde, Cobb North and Rosemont Parks 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 bidders, instructions to bidders, proposal, plans, specifications, notice of v 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 plans 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 work within ten (10) days after being notified in writing to do so by the Department of Engineering of the City of Fort Worth. OFFgCiAL RECORD CITY SECRETARY FT WORTH,TX 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 95 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, 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 made a part hereof, the Contractor and/or its Surety shall pay said City on demand in writing, setting forth and specifying an itemized statement of the total cost thereof, said excess cost. r. 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 iniury, damage or death is caused* in whale or in hart, by the negligence or alleged negligence of O_weer,_itg--officers._servantsr-ow�-exnsloyees,-Contractof--likew se �overrants 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 alleeed negligence of Owner, its officers, servants or em"loyees.. _ 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 bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. CITY SECRETARY FT.WORTH,TX 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 fiom the Contractor. The agreed upon total Contract amount shall be Six Hundred Twenty-six Thousand Five Hundred Thirtv and no/100....................Dollars, ($626,530.00). 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 att 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. OFFICIAL RECORD CITY SECRETARY FT.WORTH,TX i r r... ' r. rim Wici r�mrr \(`onfiyrtr r EEntityNgjpPl F-11 x r ni n Charles W.Daniels Pe asus Texas oust uction Assistant City Manager 8150 Brookriyer Drive,Suite 5301 Dallas TX 75247 .� T1 MYLE V P RECOMMENDED: By: ATTEST: Ric rd Zavala, Directo Park and Community Services y` Marty Hendrix IS City Secretary APPROVED AS TO FORM AND LEGALITY: AUTHORIZATION n M&C l:D )I a1 Amyl Ramsey Approval Date: I f ! OFFICIAL RECORD CITY SECRETARY FT,WORTH,TX