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HomeMy WebLinkAboutContract 13109FICATIONS AND CONTRACT DOCUMENTS FOR CONSTRUCTION AND INSTALLATION OF PARKIMPROVEMENTS IN CITY SECRETAR, 3 CONTRACT Ni ��v 9 ZANDT-GUINN SCHOOL PARK GUINN SCHOOL PARK IN THE CITY OF FORT WORTH TEXAS AMBELL, L.A., DIRECTOR CREATION DEPARTMENT PROJECT NUMBER 206-074-48 ROBERT L. H"CHERe' CITY MANAGER GARY L. SANTERRE, F.E. TRANSPORTATION AND PUBLIC WORKS DIRECTOR PARK AND RECREATION PLANNING DIVISION PROJECT FUNDED BY CITY OF FORT WORTH DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT UNITY DEVELOPMENT BLOCK GRANT . GONTR CT =�1 dipf loam City of Fort 'Worth, Texas Mayor and Council Communication DALE L'N FERENCE SUBJECT: Award of Contract: Cons tr"c- PAGE . MBER tion and Installat'_on of Park Improve rove- 1 5/17/$3 C-6894 P or_ ice— --- ments in Van_Z_andt-Guinn School Park Background ' Plans and specifications have been prepared by the Park and Rec.reatioin;f;. Department for the construction and installation of park improvements in Van Zandt-Guinn School Park located on Missouri Ava. at E. Hattie Street. Scope of Work Work includes site preparation, construction of concrete flatwork, retaining walls and steps, and installation of trees, irrigation system and park equipment with related grading and seeding as per plans and specifications. Submission of Bids on April 21, 1983, bids were received following advertising on March 31, and April 7, 1993, and are tabulated as follows, allotting 45 working days. Supplemental Base Bid Units Total Bid Metroplex Industrial Constructors, Inc. $46,243.00 $10,260.00 $56,503.00 Foundation Tendons Inc. 47,975.00 10,304.00 58,279.00 The Craftsmen, Inc. 48,180.00 11,415.00 59,595.00 Ed A. Wilson, Inc. 52,600.00 13,500.00 66,100.00 General Industrial Corp. 53,800.00 14,600.00 68,400.00 James W. Jackson, Inc. 58,750.00 11,200.00 69,950.00 M.A. Vinson Construction Co., Inc. 56,047.00 15,412.00 71,459.00 Project Cost and Financing Funds are available for the base bid in Account No. 206074-48. Additional monies needed to purchase the supplemental units will require a Grant Fund transfer in the amount of $5,000 from Account No. 206074-94, CDBG Year Eight Contingency, to Account No. 206074-48, Van Zandt-Guinn. This amount will allow funding for the construction of the base bid plus all supplemental units and will provide sufficient funds for related inspection and administrative costs. Recommendation It is recommended that: 1. A Grant Fund transfer be approved, transferring $5,000 from Account No. 206074-94 to Account No. 206074-48; and 2. The City Council direct the City Manager to execute a contract with Metroplex Industrial Constructors,, Inc. in an amount not to exceed $56,503. This includes the base bid and all supplemental units. DI:lo SUBMITTED FOR THE DISPOSITION BY COUNCIL PROCESSED BY 11 / CITY MANAGER'S lnF ICF BY � L I , // J L .J - APPROVED [ L _ ORIGINATING // OTHER (DESCRIBE) DEPARTMENT HEAD Charles Campbell, Jr. v CITY SLCRE'ARn FOR ADDITIONAL INFORMATION CONTACT: G. Kutilek Ext. 7083 j DATE l 1 SPECIFICATIONS AND CONTRACT DOCUMENTS FOR CONSTRUCTION AND INSTALLATION OF PARK IMPROVEMENTS IN VAN ZANDT-GUINN SCHOOL PARK PROJECT NAME Van Zandt-Guinn School Park PROJECT NUMBER 206-074-48 IN THE CITY OF FORT WORTH TEXAS BOB BOLEN ROBERT L. HERCHERT MAYOR CITY MANAGER CHARLES CAMPBELL, L..A., DIRECTOR GARY L. SANTERRE, P.E., DIRECTOR PARK AND RECREATION DEPARTMENT TRANSPORTATION/PUBLIC WORKS DEPT PARK AND RECREATION PLANNING DIVISION FUNDING OF PROJECT BY CITY OF FORT WORTH DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT COMMUNITY DEVELOPMENT BLOCK GRANT TABLE OF CONTENTS 1. NOTICE TO BIDDERS 2. SPECIAL INSTRUCTIONS TO BIDDERS 3. PREVAILING WAGE RATES 4. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT CONTRACT REQUIREMENTS 5. CERTIFICATION OF BIDDER REGARDING EQUAL EMPLOYMENT OPPORTUNITIES 6. PROPOSAL 7. SPECIFICATIONS DIVISION I GENERAL REQUIREMENTS DIVISION II SITE WORK 02100 Site Preparation 02200 Earthwork 02221 Trenching, Backfilling, and Compacting 02440 Fences and Gates 02518 Interlocking Concrete Pavers 02533 Relief Wells 02743 Drinking Fountain 02750 Irrigation 02811 Seeding 02830 Planting DIVISION III CONCRETE 03300 Cast —in —place Concrete DIVISION V METALS 05500 Metal Fabrications DIVISION IX FINISHES 09900 Painting DIVISION XI EQUIPMENT 11510 Park Equipment DIVISION XIII SPECIAL CONSTRUCTION 13120 Preengineered Structures 8. CERTIFICATE OF INSURANCE 9. PERFORMANCE BOND 10. PAYMENT BOND 11. CONTRACT. NOTICE TO BIDDERS Sealed Proposals for the following: CONSTRUCTION AND INSTALLATION OF PARK IMPROVEMENTS IN VAN ZANDT-GUINN SCHOOL PARK, PROJECT NO. 206-074-48 addressed to Mr. Robert Herchert, City Manager of the City of Fort Worth, Texas, will be received at the office of the City Manager until 11:00 A.M. Thursday. April 21. 1983 and then publicly opened and read aloud. Plans, Specifications and Contracts for each project may be obtained at the Office of the Transportation/Public Works Director, 1000 Throckmorton Street, 2nd Floor, New Municipal Office Building, Fort Worth, Texas 76102. A fifty dollar ($50.00) deposit is required for each set of documents which contain additional information for prospective bidders. 1 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, Sections 13-A-21 through 13-A-29) prohibiting discrimination in employment practices. The City will award one contract with a combination of base bids and/or supplemental units in the manner most advantageous to the City. A pre -bid conference will be held with prospective bidders in the Park and Recreation Department Conference Room, West Wing, 2222 W. Rosedale at at 11:00 A.M., Thursday, April !4, 1983. The City reserves the right to reject any and/or all bids and waive any and/or all formalities. No bid may be withdrawn until the expiration of forty-five (45) days from the date bids are opened. Full payment shall be for total amount bid per each item. The quantities are approximate and for information only. Unit prices shall be used for estimating partial payment only. ROBERT L. HERCHERT CITY MANAGER J*@K-9RLLN CITY SECRETARY March 31, 1983 April 7, 1983 Fort Worth, Texas 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 five (5) percent of the largest possible total of the bid submitted must accompany the bid, and is subject to forfeit in the event the success- ful bidder fails to execute the contract documents within ten (10) days after the contract has been awarded. 2. PAYMENT BOND AND PERFORMANCE BOND: The Contractor will be required to make a payment bond and a performance bond of not less than one hundred (100%) percent of the contract price, conditioned upon the faithful performance of the contract and upon payment of all persons supplying the labor or furnishing the materials used on this project. 3. PENALTIES AMENDMENT: The Contractor's attention is called to Part 1, Item 8, Paragraph 8.6, of the "General Provisions" of the Standard Specifications for Construction of the City of Fort Worth, Texas, concerning penalties for late completion of projects. The table of liquidated damages per day shall be amended as follows: AMOUNT OF CONTRACT LIQUIDATED DAMAGES PER DAY $ 15,000 or less $ 45.00 $ 15,001 to $ 25,000 $ 63.00 $ 25,001 to $ 50,000 $105.00 $ 50,001 to $ 100,000 $154.00 $ 100,001 to $ 500,000 $210.00 $ 500,001 to $ 1,000,000 $315.00 $ 1,000,001 to $ 2,000,000 $420.00 G $ 2,000,001 to $ 5,000,000 $630.00 $ 5,000,001 to $10,000,000 $840.00 Over $10,000,000 $980.00 4. AMBIGUITY: In case of ambiguity or lack of clearness in stating prices in the proposal, the City reserves the right to adopt the most advan- tageous construction thereof to the City or to reject the proposal. 5. WAGE RATES: Not less than the prevailing wage rates established by the City of Fort Worth, Texas, and/or the U.S. Department of Labor and set forth in the Contract Documents must be paid on this project. 6. FINANCIAL STATEMENT: A current certified financial statement may be required by the Transportation/Public Works Director if required for use by the City of Fort Worth in determining the successful bidder. This statement, if required, is to be prepared by an independent Certified Public Accountant or Independent Public Accountant holding a valid permit issued by an appropriate State Licensing Agency. SI-1 W.x�a 1M�IfIfQ 'REC'D s ° FEB 15 1983 H & CD February 14, 1983 Ms. Ann McDonald Housing & Community Development 1000 Throckmorton Street Fort Worth, TX 76102 Dear Ms. McDonald: Subject: Van Zandt-Guinn School Park CDBG No. B-82-MC-48-0010 Fort Worth, Texas U.S. Depertn ent of Mousing and Urban DewlopnNnt Dallas Area Office, Region VI 1403 Slocum Street Post Office Box 10050 Dallas, Texas 75207 Enclosed is a copy of wage decision number 83-TX-39 issued February 7, 1983, by the U.S. Department of Labor for the construction of the subject project. This decision is effective for 120 days and will expire June 6, 1983. If bids have not been opened within the 120 day effective period, the decision is void and a new decision must be requested. The general contractor will be required to certify that all laborers and mechanics engaged in the construction of the project, including those employed by subcontractors, have been paid not less than the wage rates required by the applicable wage decision (the wage decision in effect at the time construction starts, including effective modifications thereof). Enclosure a Sincerely, Lewis A. Armstrong Acting Director Labor Relations Branch, 6.1SL U. S. DEPARTMENT OF LABOR I REQUEST FOR DETERMINATION EMPLOYMENT STANDARDS ADMINISTRATION + AND RESPONSE TO REQUEST Requesting Officer (typed name and signature). OF LABOR FOR U DEPARTMENT BOR USE Mary L. Ales, Acting Director, Labor Re ttons L Response To Request a. ❑ Use area determination issued for this area b.g The attached decision noted below is applicable to this project Decision Number 93 -_rx-39 Date of Decision . a-_1-93 Expires &-( -g3 Supersedes Decision Number Approved (Davis Bacon Act as Amonded and Related Statutes) CHECK OR LIST CRAFTS NEEDED (Attach continuation sheet if needed) —Asbestos workers _ Boilermakers _ Bricklayers _ Carpenters Cement masons — Electricians _ Glaziers _ Ironworkers — Laborers, (specify classes) _ Lathers I _ Marble & the setters, terrazzo workers _ Painters _ Piledrivermen _ Plasterers —Plumbers Roofers —Sheet metal workers _ Soft floor layers _ Steamfitters —Welders--rate for craft Truck drivers -- - _Power equipment operators, Wage Survey by Agency Attached Wage Survey by Agency in Progress (specify types) ❑ YES © NO ❑ YES © NO - Description of Work (Be specific) (Print or type) Director 411vgi Jan Zandt-Guinn School Park - site preparation, sidewalks, slab, Division of Government -,teps and retaining wall, concrete pavers, picnic tables and play-Othercraf Is IContract wage Determinatic_>ground equipment, fabricated metal railing, pre-engineered park Wage and Hour Division shelter, tree planting, irrigation, drinking fountain, relief well Department, Agency, or Bureau Phone Number HUD - Dallas Area Office 729-0341 Date of Request, Est. Advertising Date Est. Bid Opening Date 1-17-83 2-10-83 2-25-83 Prior Decision Est. $ Value of Contract Type of Work Number (If any) [3Under y, Mil. ❑ 1 to 5 Mil. ❑ Bldg. ®.Highway ❑ 1/2 to 1 Mil. ❑Over 5 Mil. ❑ Resid. ® Heavy Location of Project (city or other description) Fort Worth B-82-MC-48-0010 County State I Tarrant Texas Address to which wage determination should be mailed. Must be complete and include ZIP Code. (Print or type) I Dept. of Housing & Attn: Mary L. Ales PO Box 10050 Urban Development Dallas, Texas 75207 ( STANDARD FORM. 308 JUNE 1972 102 THIS REPLACES FORMS DB-11 & DB-11 a) CPO: 19„0-4n-N7 V.S. DEPARTMENT OF LABOR (29 CF R) SUOMI@ A. Part 5 g AILERI, F ERS CARPENTERS CEMENT MA" S ELECTRICIANS FORM BUILDERS LABORERS: Unskilled Cement mason tenders Pipelayers MECHANICS Basic Fringe flourly Benefits Rates $12.61 7.00 7.50 13.00 .60+•8% 6.25 5.74 6.00 6.38 8.50 g3-�t-39 439 - TX Basic Fringe Hourly Bee f] Fates MILLWRIGHTS $14.82 T}afCK DRIVURS 5.25 POWR 19VIPMENT OPERATORS: ' Bulldozers 7.50 Cranes, clamshells, backhoes derricks,dra,^^,lines 6 shovels 7.25 Front end loaders 8.00 Motor graders 8.50 -Rollers 6.00 Scrapers 6.89 )�DERS - receive rate prescribed for craft performing operation to which welding is incidenta Unlisted classifications needed for work not included within the score of the classifications listed may be added after award only as provided in the labor standards contract clauses (29 C 5.5(a)(1)(ii)). CITY OF FORT WORTH, TEXAS Prevailing Wage Rates for Streets, Drainage and Utility Construction December 16, 1982 (Effective for Projects Advertised on or after February 1, 1983) Classification Air Tool Man Asphalt Raker Asphalt Shoveler Batching Plant Scaleman Carpenter Rough Carpenter Helper, Rough Concrete Finisher (Paving) Concrete Finisher Helper (Paving) Concrete Finisher (Strs.) Concrete Finisher Helper (Strs.) - Electrician Electrician Helper, Senior Electrician Helper, Junior Form Builder (Strs.) Form Builder Helper (Strs.) Form Liner (Pvg. & Curb) Form Setter (Pvg. & Curb) Form Setter Hlpr. (Pvg.& Curb) Form Setter (Strs.) Form Setter Helper (Strs.) Laborer, Common Laborer, Utility Man Mechanic Mechanic Helper Oiler Serviceman Pile Driver Man Pipe Layer Pipe Layer Helper POWER EQUIPMENT OPERATORS: Aspalt Distributor Asphalt Paving Machine Bulldozer, 150 HP & Less Bulldozer, Over 150 HP Concrete Paving Curing Machine Concrete Paving Finishing Machine Concrete Paving Joint Sealer Concrete Paving Saw Concrete Paving Spreader Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel, (Less than 1 1/2 CY) Prevailing Rate Classification Prevailing Rate $ 5.00 Crane,Clamshell, Backhoe,Derrick $ 6.25 Dragline, Shovel (1 1/2 CY & Over) 8.00 5.50 Form Loader 7.25 6.80 Foundation Drill Operator 7.00 Truck Mounted 8.50 5.75 Front End Loader (2 1/2 CY & Less) 6.50 7.45 Front End Loader (Over 2 1/2 CY) 7.25 Mixer (Over 16 CF) 8.00 5.50 Mixer (Concrete Paving) 7.75 7.35 Motor Grader Operator (Fine Grade) 8.00 Motor Grader Operator 7.15 5.50 Roller, Steel Wheel (Plant Mix 9.75 Pavements) 6.00 7.50 Roller, Steel Wheel (Other 6.50 Flatwheel or Tamping) 6.00 7.00 Roller, Pneumatic Self -Propelled 5.50 5.75 Scrapers (17 CY or Less) 6.45 7.00 Scrapers (Over 17 CY) 7.15 6.70 Tractor (Crawler Type) 5.75 150 HP and Less 6.00 7.10 Tractor (Crawler Type) 5.65 Over 150 HP 7.25 4.50 Tractor (Pneumatic) 60 HP and Less 5.75 5.00 Tractor (Pneumatic) Over 80 HP 6.85 8.00 Wagon -Drill or Boring Machine or 5.50 Post Hole Driller Operator 6.50 6.35 Reinforcing Steel Setter (paving) 5.00 6.00 Reinforcing Steel Setter 5.45 (Structures) 7.20 6.40 Reinforcing Steel Setter Helper 4.50 5.25 Steel Worker (Structural) 6.50 Spreader Box Man 5.50 TRUCK DRIVERS: 6.00 Single Axle, Light 5.50 7.25 Single Axle, Heavy 6.00 6.50 Tandom Axle or Semi -Trailer 5.80 7.25 Lowboy - Float 6.45 7.00 Transit Mix 6.00 Winch 6.15 7.25 Welder 7.50 5.50 6.50 7.25 6.95 DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT CONTRACT REQUIREMENTS Contractor agrees to comply with the requirements of the Housing and Urban Development Act of 1968, as amended, and w,lth the regulations promulgated thereunder. Specifically, Contractor shall comply with the fol- lowing Acts and Orders and their regulations: 1. EXECUTIVE ORDER 11246, EQUAL OPPORTUNITY CLAUSE: SECTION 202 Our Ing the performance of this contract, the Contractor agrees as follows: (1) The Contractor will not discriminate against any employee or applicant for employment because Of race, color, religion, sex or national origin. The Contractor will take aff lrmative action to ensure that applicants are employed and that employees are treated during employment without regard to their race, color, religion, sex or national origin. Such action shall Include, but not be limited to, the following: Employment, upgrading, demotion or transfer; recruitment ar recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, Including apprenticeship. The Contractor agrees to post In conspic- uous places, available to employees and applicants for employment, notices to be provided set- ting forth the provisions of this nondiscrimination clause. (2) The Contractor will, In all solicitations or advertisements for employees placed by or on be- half of the Contractor, state that all qual if led applicants wlII receive cons lderatlon for employment without regard to race, color, religion, sex or national origin. (3) The Contractor wlII send to each labor union or representative of workers, with which he has a collective bargaining agreement or other contract or understanding, a notice to be provided by the Contract Compliance Officer, advising the said labor union or workers' representatives of the Contractor Is commitment under this section, and shall post copies of the notice In conspic- uous places available to employees and applicants for employment. (4) The Contractor wilt comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations and relevant Orders of the Secretary of Labor. (5) The Contractor wlII furnish all Information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records and accounts by the Department and the Secretary of Labor for purposes of Investigation to ascertain compliance with such rules, regu- lations and Orders. (6) In the event of the Contractor's noncompliance with the nondiscrimination clauses of this con- tract or with any of the said rules, regulations or orders, this contract may be cancelled, terminated or suspended In whole or in part and the Contractor may be declared Ineligible for further Government contracts in accordance with procedures authorized In Executive Order 11246 of September 24, 1965, or by rule, regulation or order of the Secretary of Labor, Or as other- wise provided by law. (7) The Contractor will Include the provisions of the sentence Immediately preceding Paragraph (1) and the provisions of Paragraphs (1) through (7) in every subcontract or purchase order unless exempted by rules, regulations Or orders of the Secretary of Labor Issued pursuant to Section 204 of Executive Order 11246 of September 24, 19650 so that such provisions will be binding upon each subcontractor or vendor. The Contractor wlII take such action with respect to any subcontract or purchase order as the Department may direct as a means of enforcing such provisions, Including sanctions for noncompliance: Provided, however, that, In the event a contractor becomes Involved In or is threatened with litigation with a subcontractor or vendor as a result of such direction by the Department, the Contractor may request the United States to enter Into such litigation to protect the interest of the United States. 2. AFFIRMATIVE ACTION ACTS a. In performance of all contracts In the amount of $100,000 or more: the Contractor will comply with the Affirmative Action Guidelines of Executive Order 11246 and the Implementing regula- tions and documents thereof, which shall be supplied by the City. b. In performance of all contracts In the amount of $10,000 or more. Contractor will comply with Section 3 of the Housing and Urban Development Act of 1968, as amended, 12 U.S.0 1701u, and the Implementing regulations and documents, which shall be supplied by the City. Additionally, Contractor agrees to the following provisions: (1) The work to be performed under this contract Is on a project assisted under a program pro- viding direct Federal financial assistance from the Department of Housing and Urban Development and is subject to the requirements of Section 3 of the Housing and Urban Development Act of 1968, as amended, 12 U.S.C. I701u. Section 3 requires that to the greatest extent feasible opportunities for training and employment are to be given lower Income residents of the project area and contracts for work In connection with the project are to be awarded to business concerns which are located In or owned In substantial part by persons residing In the area of the project. (2) The parties to this contract will comply with the provisions of said Section 3 and the regulations Issued pursuant thereto by the Secretary of Housing and Urban Development set forth in 24 CFR 135 and all applicable rules and orders of the Department Issued there- under prior to the execution of this contract. The parties to this contract certify and agree that they are under no contractual or other disability which would prevent them from complying with these requirements. (3) The Contractor will send to each labor organization or representative of workers with which he has a collective bargaining agreement or other contract or understanding, It any, a notice advising the said labor organization or workers' representative of his commit- ments under this Section 3 clause and shall post copies of the notice in conspicuous places available to employees and applicants for employment or training. (4) The Contractor will Include this Section 3 clause In every subcontract for work in connec- tion with the project and wl11. at the direction of the applicant for or recipient of Federal financial assistance, take appropriate action pursuant to the subcontract upon a f lnding that the subcontractor Is In violation of regulations Issued by the Secretary of Housing and Urban Development, 24 CFR 135. The Contractor wlII not subcontract with any subcontractor where It has notice or knowledge that the latter has been found In violation of regulations under 24 CFR 135 and will not let any subcontract unless the subcontractor has first provided It with a preliminary statement of ability to comply with the require- ments of these regulations. -2- (5) Compl lance with the provisions of Section 3, the regulations set forth in 24 CFR 135, and all applicable rules and orders of the Department Issued thereunder prior to the execution of the contract shall be a condition of the Federal financial assistance provided to the project, binding upon the applicant or recipient for such assistance, Its successors and assigns. Fal lure to fulf l I these requirements shall subject the applicant or recipient, Its contractors and subcontractors, Its successors and assigns, to those sanctions speci- fled by the grant or loan agreement or contract through which Federal assistance Is pro- vided and to such sanctions as are spec If Ied by 24 CFR 135. 3. COPELAND ANTI -KICKBACK ACT In any contract Involving construction or repair, Contractor agrees to comply, and shall require Its sub- contractors to comply, with the provisions of the Copeland "Anti -Kickback Act" (18 U.S.C. 874). as supple- mented In Department of Labor regulations (29 CFR Part 3). This Act provides that each contractor or subgran- / tee shall be prohibited from Inducing, by any means, any person employed in the construction, completion or repair of public work to give up any part of the compensation to which he Is otherwise entitled and, if found gullty of doing so, shall be fined not more than $5,000 or Imprisoned not more than five (5) years, or both. 4. DAVIS-BACON ACT In any contract for construction In excess of $2,000: Contractor agrees to comply, and shall require Its subcontractors to comply, with the provisions of the Davis -Bacon Act (40 U.S.C. 276a to a-7). This Act re- quires contractors to pay wages to laborers and mechanics at a rate not less than the minimum wages specified In a wage determination made by the Secretary of Labor and to pay wages not less often than once a week. Specifically, Contractor agrees to comply with the following Department of Labor regulations 129 CPR Part 5): a. Minimum Rages All laborers and mechanics employed upon the work covered by this Contract shall be paid unconditionally and not less often than once each weak, and without subsequent deduction ar rebate on any account (except such )payroll deductions as are made mandatory by law and such other payroll deductions as are permitted by the applicable regulations Issued by the Secretary of Labor, United States Department of Labor, pursuant to the Anti -Kickback Act), the full amount due at time of payment computed at wage rates not less than those contained in the wage determination decision of said Secretary of Labor (a copy of which is attached and herein Incorporated by reference), regardless of any contractual relationship which may be alleged to exist between the Contractor or any subcontractor and such laborers and mechanics. All laborers and mechanics employed upon such work shall be paid In cash, except that payment may be by check It the employer provides or secures satisfactory facilities approved by the City for the cashing of the same without cost or expense to the employee. For the purpose of this clause, contributions made or costs reasonably anticipated under Section I (b) (2) of the Davis -Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of Section 5.5(a)(i)(Iv) of Title 29, Code of Federal Regulations. Also for the purpose of this clause, regular contributions made or costs incurred for more than a weekly period under plans, funds, or programs, but covering the particular weekly period, are deemed to be constructively made or Incurred during such weekly period. b. Employment of Laborers or Mechanics not listed in Aforesaid Wage Determination Decision Any class of laborers or mechanics which Is not listed in the wage determination and which Is to be employed under the Contract will be classified or reclassified In conformance with the wage determination by the City, and a report of the action taken shall be submitted by the City, through the Secretary of lousing and Urban Development, to the Secretary of Labor, United States Department of Labor. In the event the -3- Interested parties cannot agree on the proper classification or reclassification of a particular class of laborers and mechanics to be used, the question accompanied by the recommendation of the City shall be referred, through the Secretary of Housing and Urban Development, to the Secretary of Labor for final determination. c. Fringe Benef Its Not Expressed as Hourly Inge Rates The City shall require, whenever the minimum wage rate prescribed in the Contract for a class of laborers or mechanics Includes a fringe benefit which Is not expressed as an hourly wage rate and the Contractor is obligated to pay cash equivalent of such a fringe benefit, an hourly cash equivalent thereof to be established. In the event the Interested parties cannot agree upon a cash equivalent of the fringe benefit, the question, accompanied by the recommendation of the City, shall be referred, through the Secretary of Housing and Urban Development, to the Secretary of Labor for determination. .. J d. Anticipated Costs of Fringe Benefits If the Contractor does not make payments to a trustee or other third person, he may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated In providing fringe benef- Its under a plan or program of a type expressly listed In the wage determination decision of the Secretary of Labor which Is a part of this Contract, provided, however, the Secretary of Labor has found, upon the written request of the Contractor, that the applicable standards of the Davis -Bacon Act have been met. The Secretary of Labor may require the Contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. A copy of any findings made by the Secretary of Labor with respect to fringe bene- fits being provided by the Contractor must be submitted to the City with the first payroll filed by the Contractor subsequent to receipt of the findings. 6. Underpayments of Wages or Salaries In case of underpayment of wages by the Contractor or by any subcontractor to laborers or mechanics em- ployed by the Contractor or subcontractor upon the work covered by this Contract, the City In addition to such other rights as may be afforded it under this Contract shall withhold from the Contractor, out of any payments due the Contractor, so much thereof as the City may consider necessary to pay such laborers or mechanics the full amount of wages required by this Contract. The amount so withheld may be disbursed by the City, for and on account of the Contractor or the subcontractor (as may be appropriate), to the respective laborers or mechanics to whom the same Is due or on their behalf to plans, funds, or programs for any type of fringe benefit prescribed In the applicable wage determination.. f. Payrolls and Basic Payroll Records of Contractor and Subcontractors The Contractor and each subcontractor shall prepare his payrolls on forms satisfactory to and in accordance with instructions to be furnished by the City. The Contractor shall submit weekly to the City one certlf led copy of all payrolls of the Contractor and of the subcontractors cover Ing the preceding seven-day period, It being understood that the Contractor shall be responsible for the submission of copies of payral is of all subcontractors. For all contracts over $2,000, each such payroll shall contain the "Weekly Statewsa of Compliance" set forth In Section 3.3 of Title 29, Code of Federal Regulations, which form shall be providad by City. The payrolls and basic payroll records of the Contractor and each subcontractor covering all laborers and mechanics employed upon the work covered by this Contract shall be maintained during the course of the work and preserved for a period of 3 years thereafter. Such payrolls and basic payroll records shall certain the name and address of each such employee, his correct classification, rate of pay (including rates of contributions or costs anticipated of the types described In Section 1(b)(2) of the Davis -Bacon Act), daily -4- and weekly number of hours worked, deductions made, and actual wages paid. In addition, whenever the Secretary of Labor has found under Section 5.5(a)(1)(I0 of Title 29, Code of Federal Regulations, that the wages of any laborer or mechanic Include the amount of any costs reasonably anticipated In providing benefits under a plan or program described In Section l(b)(2)(3) of the Davis -Bacon Act, the Contractor or subcontractor shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program isfinancially responsible, and that the plan or program has been communicated In writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual cost Incurred In providing such benefits. The Contractor and each subcontractor shall make his employment records with respect to persons employed by him upon the work covered by this Contract available for Inspection by authorized representatives of The Secretary of Housing and Urban Development, the United States Department of Labor and City. Such representatives shall be permitted to Interview employees of the Contractor or of any subcontractor during working hours on the Job. g. Employment of Apprentices/Trairmb" (1) Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed and individually registered in a bona fide apprenticeship program registered with the U.S. Department of Labor, Manpower Administration, Bureau of Apprenticeship and Training, or with a State Apprenticeship Agency recognized by the Bureau, or if a person Is employed In his first 90 days of probation- ary employment as an apprentice In such an apprenticeship program, who Is not Individually registered In the program, but who has been certified by the Bureau of Apprenticeship and Training or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice. The allowable ratio of apprentices to Journeymen In any craft classification shall not be greater than the ratio permitted to the contractor as to his entire work force under the registered program. Any employee listed on a payroll at an apprentice wage rate, who Is not a tralnee as def lned In Subdivision (b) of this subparagraph or is not regis- tered or otherwise employed as stated above, shall be paid the wage rate determined by the Secretary of Labor for the classification of work he actually performed. The Contractor or subcontractor will be required to fur- nish to the contracting off scar or a representative of the Wage -Hour Division of the U.S. Department of Labor written evidence of the regl.stration of his program and apprentices as well as the appropriate ratios and wage rates (expressed in percentages of the journeyman hourly rates), for the area of construction prior to using any apprentices on the contract work. The wage paid apprentices shall be not less than the appropriate per- centage of the Journeyman's rate contained In the applicable wage determination. (2) Trainees. Except as provided In 29 CFR 5.15 trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program which has received prior approval, evidenced by formal certification, by the U.S. Department of Labor, Manpower Administration, Bureau of Apprentice and Training. The ratio of trainees to Journeymen shall not be greater than permitted under the plan approved by the Bureau of Apprenticeship and Training. Every trainee must be paid at not less than the rate specif led In the approved program for his level of progress. Any employee listed on the payroll at a trainee rate who Is not registered and participating In a training plan approved by the Bureau of Apprenticeship and Training shall be paid not less than the wage rate determined by the Secretary of Labor for the classification of work he actually performed. The contractor or subcontractor wlII be required to furnish the contracting off lcer or a representative of the Wage -Hour Division of the U.S. Department of Labor written evidence of the certification of his program, the registration of the trainees, and the ratios and wage rates prescribed In that program. In the event the Bureau of Apprenticeship and Training withdraws approval of a training program, the contractor wlII no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed mntii an acceptable program Is approved. -5- (3) EqueI Eip Iovment Opportunity. The utI l Izatlon of apprentices, trainees and Journeymen under this part shall be in conformity with the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 CFR Part 30. h. Posting Wage Determination Decisions and Authorized Merge Deductions The applicable wage poster of the Secretary of Labor, United States Department of Labor, and the applicable wage determination decisions of said Secretary of Labor with respect to the various classification of laborers and mechanics employed and to be employed upon the work covered by this Contract, and a statesnt showing all deductions, If any, In accordance with the provisions of this Contract, to be made from wages actually earned by persons so employed or to be employed In such classifications, shall be posted at appropriate conspicuous points at the site of the work. 1. Claim end Disputes Pertaining to Raga Rates Claims and disputes pertaining to wage rates or to classifications of laborers and mechanics employed upon the work covered by this Contract shall be promptly reported by the Contractor In writing to the City for referral by the latter through the Secretary of Housing and Urban Development to the Secretary of labor, United States Department of Labor, whose decision shall be final with respect thereto. 5. CONTRACT WORK HOLRS AND SAFETY STANDARDS ACT Contractor will comply with all provisions of the Contract Work Hours and Safety Standards Act (40 U.S.C. 327-332). as supplemented by Department of Labor Regulations (29 CFR 5). Specifically, Contractor will comply with the following standards: a. Overtime requirements. No Contractor or subcontractor contracting for any part of the Contract work which may require or Involve the employment of laborers or mechanics, Inc ludIng watchmen and guards, shall re- quire or par mit any laborer or mechanic In any workweek In which he Is employed on such work to Work In excess of 8 hours In any calendar day or In excess of 40 hours In such workweek unless such laborer or machanlc re- } calves compensation at a rate not less than one and one-half times his basic rate of pay for all hours warmed In excess of 8 hours In any calendar day or In excess of 40 hours In such workweek, as the case may be. b. Vlolation: Liability for Unpaid Wages Liquidated Daemons. In the event of any violation of the clase set forth in Paragraph (a), the Contractor and any subcontractor responsible therefor shall be liable to my affected employee for his unpaid wages. In addition, such Contractor and subcontractor shall be liable to the United States for liquidated damages. Such liquidated damages shall be computed with respect to such Individual laborer or mechanic employed In violations of the clause set forth In Paragraph (a), in the sum of $10 for each calendar day on which such employee was required or permitted to work In excess of 8 hours or In excess of the standard workweek of 40 hours without payment of the overtime wages required by the clause set forth In Paragraph (a). c. Withholding for Liquidated 0ame_ges. The City will withhold or cause to be withheld, from any moneys payable on account of work performed by the Contractor or subcontractor, such sums as may administratively be determined to be necessary to satisfy any liabilities of such Contractor or subcontractor for IiquidaNd damages as provided In the clause set forth In Paragraph (b). d. Subcontracts. The Contractor shall insert In any subcontracts the clauses set forth In Para- graphs (a), (b), and (c) of this Section and also a clause requiring the subcontractors to Include these clauses In any lower tier subcontracts which they my enter Into, together with a clause requiring this Insr- tlon In any further subcontracts that may In turn be made. -6- 6. CHILD LABOR ACT Contractor w I I I comply with the ChIld Labor provis Ions of the Fa I Labor Standards Act, 29 U.S.C. 5212-219 and that Act's Implementing regulations, found at 29 CFR 570. This Act prohibits the paid or unpaid employment of Individuals under the age of 16 years on any construction project. 7. MISCELLANEOUS PROVISIONS a. Complaints. Proceedings, or Testimony by Wayees. No laborer or mechanic to whom the wage, salary, or other labor standards provisions of this Contract are applicable shall be discharged or In any other manner discriminated against by the Contractor or any subcon- tractor because such employee has filed any complaint or Instituted or caused to be instituted any proceeding or has testif led or is about to testify in any proceeding under or relating to the labor standards applicable under this Contract to his employer. b. Questions Concerning Certain Federal Statutes and Regulations All questions arising under this Contract which relate to the application or Interpretation of (a) the aforesaid Anti -Kickback Act, (b) the Contract Mork Fours and Safety Standards Act, (c) the aforesaid Davis - Bacon Act, (d) the regulations Issued by the Secretary of Labor, United States Department of Labor, pursuant to said Acts, or (c) the labor standards provisions of any other pertinent Federal statute, shall be referred, through the City and the Secretary of Housing and Urban Development, to the Secretary of Labor, United States Department of Labor, for said Secretary's appropriate ruling or Interpretation which shall be authoritative and may be relied upon for the purposes of this Contract. c. Provisions to be Included In Certain Subcontracts. The Contractor shall include or cause to be Included In each subcontract covering any of the work covered 1 by this contract provisions which are consistent with these Federal Labor Standards Provisions and also a clause requiring the subcontractors to Include such provisions In any lower tler subcontracts which they may enter Into, together with a clause requiring such Insertion in any further subcontracts that may In turn be made. d. Breech of Foregoing Federal Labor Standards Provisions In addition to the causes for termination of this contract, as herein elsewhere set forth, the City re- serves the right to terminate this contract If the Contractor or any subcontractor whose subcontract covers any of the work covered by this contract shall breach any of these Federal Labor Standards Provisions. A breach of these Federal Labor Standards Provisions may also be grounds for debarment, as provided by the applicable regulations Issued by the Secretary of Labor, United States Department of Labor. e. Employment Practices The Contractor (1) shall, to the greatest extend practicable, follow hiring and employment practices for work on the project which will provide new job opportunities for the unemployed and underemployed and (2) shall Insert or cause to be Inserted the same provision In each construction subcontract. f. Contract Termination; Debarment A breach of Section 45 and the Federal Labor Standards Provisions may be grounds for termination of the contract and for debarment, as provided In 29 CFR 5.6. -7- 8. CLEAN AIR AND WATER ACT a. Contractor shall comply with all the requirements of Section 114 of the Clean Air Act, as amended (42 U.S.C. 1857, at seq.), and Section 308 of the Federal Water Pollution Control Act (33 U.S.C. 1251 at seq.) respectively, relating to Inspection, monitoring, entry, reports and Information, as well as other requirements specified In Section 114 and Section 308 of the Air Act and the Water Act, respectively, and all regulations and guidelines Issued thereunder before the award of this contract. b. No portion of the work required by this contract will be performed In a facility listed on the EPA List of Violating Facilities on the date when this contract was awarded unless and until the EPA eliminates the name of such facility or facilities from such listing.- C. Contractor shall use Its best efforts to comply with clean air standards and clean water stan- dards at the facility in which the contract Is being per farmed. d. Contractor shall Insert the substance of the provisions of this clause Into any nonexempt sub- contract, Including this Paragraph (1)(d). 9. LEAD BASED PAINT HAZARD In ail contracts for construction or rehablI ltation of residential structures, the Contractor and all subcon- tractors shall comply with the Lead -Based -i ",it regulations found In 24 CFR 35 and shall comply with the pro- 1 visions for the elimination of lead -based paint hazard under sub -part B thereof. "1 10. RESPONSIBILITY OF CONTRACTOR REGARDING REPORTS Contractor will comply with the requirements of the City of Fort Worth Department of Housing and Community �i Development regarding the compiling and reporting of statistical Information required by the Federal regula- \ dons outl [nod above. Specifically, Contractor agrees to submit all completed reports according to the Instructions and requirements of the Fort Worth Department of Housing and Communmlty Development, and Contractor understands that fat lure to do so may be cause for termination of this Agreement. 11. CERTIFICATION AND ACKNOWLEDGMENT 1 certify that I have read and understand the Information regarding my obligations as a Contractor on a pro- ject funded by the United States Department of Housing and Urban Development, which Is contained in the pre- ceding contract provisions. 1 understand that, should I have any questions regarding my obligations, 1 will as soon as possible contact the Fort Worth Department of Housing and Community Development staff member who Is assigned to monitor this contract. ME ROPL I CC S, C. Contr ct By; Title Vice President Date April 21, 1983 -8- 1 U. S. Dapartont of fbustnq and Urban Dow t CERTIFICATE OF DMIE NS ATROMEY 1, the undersigned, 11 1-(2JI'2LJ __ A /C_.67 ,.'the dutllyauthorized and acting legal representative of 444. , 0 (n /-161�CJ , do hereby certify as follows: 6 I have examined the attached contract(s) and surety bonds and the manner of execution thereof, and I am of the opinion that each of the aforesaid agreements has been duly executed by the proper parties thereto acting through their duly authorized representatives; that said representatives have full power and authority to execute said agreements on behalf of the respective parties named thereon; and that the foregoing agreements constitute valid and legally binding obligations upon the parties executing .� the same In accordance with terms, conditions and provisions thereof. Date: &/ /(/7/n Form Approved Budget Bureau No. 63R 1137 U. S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT CERTIFICATION OF BIDDER REGARDING EQUAL EMPLOYMENT OPPORTUNITY INSTRUCTIONS This certification is required pursuant to Executive Order 11246 (30 F. R. 12319.25). The implementing rules and regulations provide that any bidder or prospective contractor, or any of their proposed subcontractors, shall state as an initial part of the bid or negotiations of the contract whether it has participated in any previous contract or sub- contract subject to the equal opportunity clause; and. If so, whether It has filed all compliance reports due under 1 applicable instructions. Where the certification indicates that the bidder has not filed a compliance report due under applicable instructions, such bidder shall be required to submit a compliance report within seven calendar days after bid opening. No contract shall be awarded unless such report is submitted. CERTIFICATION BY BIDDER Bidder's Name, METROPLEX INDUSTRIAL CONSTRUCTORS, INC. Address and Zip Code: P 0 BOX 50009 FORT WORTH, TEXAS 76105 1. Bidder has participated in a previous contract or subcontract subject to the Equal Opportunity Clause. I' \ Yes © No [:] (If answer is yes, identify the most recent contract.) 2. Compliance reports were required to be filed in connection with such contract or subcontract. Yes ® No (if ansu er is yes, identify the most recent contract.) 3. Bidder has filed all compliance reports due under applicable instructions, including SF-100. Yes ® No 0 None Required ❑ 4. If answer to item 3 is "No." please explain in detail on reverse side of this certification. psi kM.BIake ation above is true and complete to the bat of my knowledge and belief. II'r� charV' P de tN r/d of Sipner (Pleas Type) /// Anril. 21� 19ft3�Sipneture` Date HUD-4238.CD-1 (3.70) Previous Edition is Obsolete GPO 092•020 P R O P 0 S A L TO: MR. R. L. HERCHERT City Manager Fort Worth, Texas Fort Worth, Texas CONSTRUCTION AND INSTALLATION OF PARK IMPROVEMENTS IN VAN ZANDT-GUINN SCHOOL PARK 206-074-48 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 Park and Recreation Director of the City of Fort Worth. Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract and furnish Performance and Payment Bond 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: The "approximate quantities" category is for informational purposes only. The contractor shall be responsible for verification of quantities and bid each item in a lump sum basis. PAY APPROX. DESCRIPTION OF ITEMS WITH BID TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS AMOUNT BID BASE BID: 1. L.S. Site Preparation Elclµ T C_,00 -nx"s,nNA .JD -- �I �/cJMok'� 7(Nt����llars & Sum e�I1o� ivo Cents per Lump v//2•��> J 2. 240 C.Y Rough and Finish Grading 'rl-ia..lS'A.vU Six fiu.�toR�J STY `�r.vC-,dollars & Cents Lump Sum '`'�y $ItGcs_%p,a lqv per 3. 1200 S.F. 5' Wide Concrete Sidewalk Twu'T�i.IS/ r, r l�wriz N�.Ii�iOizi:'t� F-1FT I nirruE Dollars & Cents Lump Sum $2,�� CCx� per 4. 194 L.F. 12" Concrete Mowstrip E)LkATv Fi`trpollars & �� Cents per Lump Sum $ UCj 5. 35 L.F. 8" Concrete Mowstrip Zl dollars & Cents Sum $G3 �• oG ro ._ per Lump 6. 1030 S.F. Concrete Multi -use Slab 'T-t+-�D 'Tflot.r s/ aJn Crv(^ Nr �, SDf1.f�b FoQ1/ ." =' (E-ADollars & 2,5Z17.oc. Cents per Lump Sum $ P-1 PAY APPROX. DESCRIPTION OF ITEMS WITH BID ITEM QUANTITY PRICES WRITTEN IN WORDS 7. L.S. Concrete Steps c�c� Elo N"Ocw kf�o -5r.vo °4 4 - Dollars & elt. Cents per Lump Sum 8. 110 L.F. Concrete Retaining Walls "�71�n fiNcxJSAwr, NIM17 ttuj')il21=> F'+r'^( 7-rffrz1Elollars & )u� Cents per Lump Sum 9. 750 S.F. Interlocking Concrete Pavers TwD Na-�StkNb "�� NUn)ilRr r� tiry�Yy o"ram Dollars & N Cents per Lump Sum 10. 60 C.Y. Furnish and Spread Play Sand E16i4T H�Ii�`]2F_D F+FTV s6vFJ Dollars & 116, Cents per Lump Sum 11. L.S. 3 Chain Link Gates CiVC ",ANA2r'v - 'VTt f-iv/_, Dollars & ^4o Cents per Lump Sum 12. L.S. Fabricated Metal Railing (VNG 'ramss<+w� �v �,..ir /1 L1l�rl2lz) 101iJ T,/ Yr'VC. p- ----&ollars & Cents per Lump Sum 1 13. 1 Each Square Picnic Table and Seats 'ONG 'T1-iousr-w4 D aOrz )Aui� o2R-n, i. iL H'rv'O' 161lars & Cents per Lump Sum 14. Each Square Benches /4✓ NUiJiJ2C(� F-jPrq ,.pi/,J�' Dollars & Qo Cents per Lump Sum -„/ 15. L.S. Wood Playstructure Ensemble (Items A-L) THt�L)S(�v�+D �in+i3 I�tf /Ja2f--7] SE.f EivTV NiiJ.I ollars & 1110 'Cents per Lump Sum 16. 3 Each Basketball Goals, Posts, and Backboards an11v rlya ISt�y�D s�tGni +'I �NDrL TH1� i (> �l .Dollars & Cents per Lump Sum 17. 1 Each Softball Backstop w/Mow Strip ni�(F_ T�I� �S��p rv/Nf- Nu uJ2r-tom N, N�/ �gjj.t -rDollars & hlc Cents per Lump Sum 18. 6 Each 3" Cal. Live Oaks oN `T�kc��S�a�47 +X (-ku,0bP-G u Fa2.7-FY �L='otr, , )Dollars & pU Cents per Lump Sum P-2 TOTAL AMOUNT BID $Z37-7. cDo $2, �-- O6 $ FYS%.Ocy s PAY APPROX. DESCRIPTION OF ITEMS WITH BID TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS AMOUNT BID 19. 6 Each 3" Cal. Red Oaks vE Tt{ca1'=tr p rt)t ;4uw�oeZ4> f=ok.T/ sF'%rr4-`Dollars & $ /, C ©O N o Cents per Lump Sum /. 20. 5 Each 3" Cal. Cedar Elms Z-5Z3 otv r' sF.t F_,v-,-"/Dollars & np Cents per Lump Sum $ 21. L.S. Irrigation System o�G TN0,4S/\,0p r= ejE:: HtIt31iQ.E0 Ntwt-Y 7t,vpDollars & `` G N-a Cents per Lump Sum $ f ,',>`�%�.✓p 22. L.S. Seeding 15 !-ZvntFi miMollars & �,��`•aD Lents per Lump Sum $ SUPPLEMENTAL UNITS 1. 1 Each 14' Hexagonal Shelter JF_- TA4mLj OeOG7 )4%dr4u2rp Dollars & Cents Lump Sum C>0 tu_o per 2. 3 Each Picnic Slab and Table Units � oiJ� 't�(i+,a SpvsU s�v6tJ �dv �pT St�l Two Dollars & Cents per Lump Sum $ @p 3. 1 Each Drinking Fountain and Relief Well aNE YNc��sl+w» iv-r��S-={�t��a2Fa TC-7.j •—Dollars & $ Cents per Lump Sum , 4. 1 Each Add Landscape Structures Mainstructure 412 ^J//tl�C7 'rw F t-JE ---- Dollars & $ CDC-3 Al-, Cents per Lump Sum 5. 1 Each Add Landscape Structures Tunnel 280 �VE /-i �..i ti.Jp lLE1>-S�ICTC C',il --Dollars & ���• Ex� �o Cents per Lump Sum $ B I D S U M M A R Y BASE BID TOTAL $ n SUPPLEMENTARY BID TOTAL $ I Q, L(,-, i. C.iO i TOTAL AMOUNT BID P-3 $ This contract is issued by an organization which qualifies for exemption pursuant to the provisions of Article 20.04 (F) of the Texas Limited Sales, Excise and Use Tax Act. The Contractor performing this contract may purchase, rent or lease all materials, supplies, equipment used or consumed in the performance of the contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate complying with State Comptroller's ruling #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 #95-0.09 as amended to be effective October 2, 1968. 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-A21 through 13-A-29), prohibiting discrimination in employment practices. The undersigned agrees to complete all work covered by these contract documents within Forty -Five (45) Working Days from and after the date for commencing work as set forth in the written Work Order to be issued by the Owner and to pay not less than the "Prevailing Wage Rates for Streets, Drains, and Utility Construction" as established by the City of Fort Worth, ' effective February 1, 1983, and/or the prevailing wage rates established by the U. S. Department of Labor as set forth in this document. 'a ') Within ten (10) days of receipt of notice of acceptance of this bid, the undersigned will execute the formal contract and will deliver an approved Surety Bond for the faithful performance of this contract. The attached ds x isectocA-mcxAvexxcmaamix)$xxxxxxxxxxxxxxxxxxxxxxxxR23d;axaxkC xxxxxxxx)c 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 bond are not executed within the time set forth, as liquidated damages for delay and additional work caused thereby. (S E A L) Date: 'Apri21, 1983 r P-4 Respefully) ully submitted, 4ETROI LEXASTRIAL 0 R CT RS, INC. BY: l / / 1 Address: P 0 BOX 50009 6�1` Fort Worth, Texas 76105 GENERAL REQUIREMENTS SECTION 01010 - SUMMARY OF WORK The Contractor shall supply all superintendence and shall perform all work and furnish all labor, equipment, materials and incidentals necessary to fully and properly complete all work as described in the Plans and Specifications. All construction and other work shall be done 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 includes: CONSTRUCTION AND INSTALLATION OF PARK IMPROVEMENTS IN VAN ZANDT-GUINN SCHOOL PARK. The project is located on Missouri Avenue at E. Hattie Street. The site is bounded on the east by Kentucky Avenue, on the south by E. Hattie, on the west by Missouri, and on the north by the VanZandt-Guinn Elementary School. 1.01 WORK INCLUDED: A. Site Preparation B. Earthwork C. Drinking Fountain and Irrigation D. Tree Planting E. Chain Link Fence Posts F. Concrete Steps and Retaining Wall G. Concrete Flatwork H. Park Equipment I. Park Shelter J. Interlocking Concrete Pavers These Plans and Specifications were prepared by the Park and Recreation Department. The Public Works Department will administrate the Contract and furnish inspection. The applicable items contained in the "Standard Specifications for Construction" for the City of Fort Worth, Texas, Public Works Department, shall apply to this contract just as though each were incorporated in these documents. Where the provisions or specifications contained in these documents are contrary to the Standard Specifications these documents shall govern. A copy of the Standard Specifications may be purchased at the office of the Public Works Director, 1000 Throckmorton Street, 2nd floor, Municipal Building, Fort Worth, Texas. The Contractor shall assume the responsibility construction and/or building permits necessary described in the Plans and Specifications. Sai by the Contractor. 01010 d for obtaining all necessary to carry out the work as permits shall be paid for SECTION 01100 - ALTERNATIVES The City reserves the right to abandon, without obligation to the Contractor, any part of the project or the entire project at any time before the Contractor begins any construction work authorized by the City. SECTION 01150 - MEASUREMENT & PAYMENT The price bid per each item as shown on the proposal shall be full payment for all materials, labor, equipment and other miscellaneous items which are necessary to satisfactorily complete the work as described by the plans and specifications. The Contractor shall examine the site and existing conditions that may affect work under this contract. No extra shall be allowed for work due to lack of knowledge of existing site conditions. SECTION 01300 - SUBMITTALS It shall be the responsibility of the Contractor to furnish the Park and Recreation Department prior to construction a schedule outlining the anticipated time each phase of construction will begin and be completed, including sufficient time being allowed for cleanup. SECTION 01400 - QUALITY CONTROL The Contractor will receive all orders and approvals from the Director of Public Works and/or his assigned inspectors. The inspector will be intro- duced 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 Public Works, 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 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 so as to prevent interruption of service or damage to them. 01100 thru 01500 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES The following procedures will be followed regarding the subject item on this contract: 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 apparatus. 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 ten feet of high voltage lines shall have an insulating cage -type guard about the boom or arm, except back hoes or dippers, and insulator links on the lift hook connections. When necessary to work within six feet of high voltage electric lines, notification shall be given to power company (Texas Electric Service Company) who will erect temporary mechanical barriers, de -energise the line, or raise or lower the line. The work done by the power company shall not be at the expense of the City of Fort Worth. The notifying department shall maintain an accurate log of all such calls to Texas Electric Service Company, and shall record action taken in each case. The Contractor is required to make arrangements with the Texas Electric Service Company for the temporary relocation or raising of high voltage lines at the Contractor's sole cost and expense. No person shall work within six feet of a high voltage line without protec- tion having been taken as outlined above. The Contractor shall take all necessary precautions to assure the safety of the park visitors during the construction and cleanup operations. The Con- tractor shall maintain and keep in good repair, the work intended under these Plans and Specifications, etc., and shall perform all necessary repair, construction and renewal to the date of acceptance by the City of Fort Worth. SECTION 01600 - MATERIALS AND EQUIPMENT The Contractor shall be responsible for transporting items provided by the Park and Recreation Department from the General Operations compound located at 2901 Crestline Road to the project site where the item is to be install- ed. The Contractor shall give twenty-four (24) hours notice prior to picking up items. Items may be picked up by the Contractor between the hours of 8:00 a.m. and 3:00 p.m., on normal working days. The Contractor shall be responsible for and shall replace and/or repair at his own expense, items which are damaged in transporting said items to the construction site. 01500 - 01600 SECTION 01640 - SUBSTITUTIONS AND PRODUCT OPTIONS 1.01 GENERAL: RELATED REQUIREMENTS SPECIFIED ELSEWHERE. A. Send submittals for substitution to: Bill R. Cotten Phone: 870-7092 Park and Recreation Department 2222 W. Rosedale Fort Worth, Texas 76110 1.02 PRODUCTS LIST A. Within ten days after date of Contract, submit to Landscape Architect two copies of complete list of all products which are proposed for installation. B. Tabulate list by each specification section. 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. 1.03 CONTRACTOR'S OPTIONS 3 A. For products specified only by reference standards, select any product meeting standards, by any manufacturer. B. For products specified by naming several products or manufacturers, select any product and manufacturer named. C. For products specified by naming one or more products, contractor must submit request, as required for substitution, for any product not specifically named. 1.04 SUBSTITUTIONS A. During bidding, Landscape Architect will consider written requests from prime Bidders for substitutions, received at least ten days prior to bid date; requests received after that time will not be considered. B. Within thirty days after date of Contract, Landscape Architect will consider formal requests from Contractor for substitution of products in place of those specified. C. Submit two copies of request for substitution. Include in request: 01640-1 I . Complete data substantiating compliance of proposed substi- tution with Contract Documents. 2. For products: a. Product identification, including manufacturer's name and address. b. Manufacturer's literature: (1) Product description. (2) Performance and test data. (3) Reference standards. C. Samples, if required. d. Name and address of similar projects on which product was used, and date of installation. D. In making request for substitution, Bidder/Contractor represents: 1. He has personally investigated proposed product or method, and determined that it is equal or superior in all respects to that specified. 2. He will provide the same guarantee for substitution as for product or method specified. 3. He will coordinate installation of accepted substitution into Work, making such changes as may be required for Work to be complete in all respects. 4. He waives all claims for additional costs related to substi- tution which consequently becomes apparent. E. Substitutions will not be considered if: 1. They are indicated or implied on shop drawings or project data submittals without formal request submitted in accord with Paragraph 1.03C. 2. Acceptance will require substantial revision of Contract Documents. END OF SECTION 01640-2 SECTION 01700 - PROJECT CLOSEOUT Cleaning The Contractor shall make final cleanup of the construction area, to the satisfaction of the Park and Recreation Department as soon as construction in that area is completed. Cleanup shall include removal of all construc- tion 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 Contrac- tor, at his own expense and as directed by the Park and Recreation Depart- ment. 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 Park and Recreation ➢epartment. Guarantee The Contactor shall be responsible for defects in this project due to faulty workmanship or materials, or both, for a period of one (1) year from the date of final acceptance of this project by the City Council of the City of Fort Worth. The Contractor will be required to replace, at his own expense, any part or all of this project which becomes defective due to these causes. END OF SECTION 01700-1 SECTION 02110 - SITE PREPARATION PART 1 - GENERAL 1.01 WORK INCLUDED A. Remove or relocate existing site items as indicated on drawings. 1. Trees (2) 2. Funnel Ball Unit 3. Metal Climber 4. 32" Section of Chain Link Fence Fabric on east Side 5. 5' Section of Fence Fabric and Endpost on north Side 6. Set construction and grade stakes. 7. Corner posts and fence at southeast and southwest corners of site 1.02 JOB CONDITIONS A. Protect underground utilities and adjacent property. B. Protect existing trees to remain. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION 3.01 PREPARATION A. Arrange for verification of utilities, temporary termination of service, removal and relocation, if necessary. 3.02 SITE DEMOLITION i A. Execute removal or relocation of existing site items as desig- nated. B. Remove completely all concrete footings anchoring play equipment and fence post designated for removal or relocation. C. Protect Items to be removed and adjacent site items to remain from damage during removal or relocation. D. Stumps and roots of trees designated for removal may remain if tops of stumps are not less than 30" below final grades as indi- cated on grading plan. E. Funnel ball unit and metal climber are property of the Fort Worth Independent School District. Notify Landscape Architect prior to removal so that arrangements can be made for disposal by F.W.I. S.D. personnel. F. Remove 5' of fence fabric and relocate end post on north side of site. G. Relocate corner posts and fence at southeast and southwest cor- ners cf site. 02110-1 3.03 SURVEY/LAYOUT A. Contractor will be responsible for setting all construction and grade stakes. B. Verify layout with Landscape Architect prior to construction. 3.04 DISPOSAL A. Remove demolition debris at least once each day in accordance with all applicable laws. B. Do not store or burn materials on site. C. Transport demolition debris to an off -site disposal area. 3.05 CLEARING A. Leave construciton areas clean, free of debris of any type, and ready for earthwork. END OF SECTION 02110-2 SECTION 02220 - EARTHWORK PART 1 - GENERAL 1.01 QUALITY ASSURANCE A. Applicable Standard: City of Fort Worth Standard specifications for construction, Item 106, "Street Excavation". B. Pay Items: Where grading is a bid item, amount bid shall be total payment for all grading including importing of fill material and topsoil by Contractor, when necessary to conform to grades shown on Plans. It will be the Contractor's responsibility to locate a source for fill material and topsoil and arrange for transpor- tation to site. Said fill material and topsoil shall be approved by the Park and Recreation Department before installation. The Park Department will not be responsible for providing additional fill material and topsoil should the areas of cut and fill not balance, or if cut material is not suitable for fill. PART 2 - PRODUCTS 2.01 MATERIALS: A. Site Fill: 1. On -site material obtained from earthwork operations and approved by the Park and Recreation Department. 2. Approved material free from trash, lumber, debris, roots over 1" in diameter, matted roots, rocks over 3" in diameter, topsoil, highly plastic soils or other deleterious a material. 1 B. Topsoil: 1. Stockpiled on -site material approved by the Park and Recreation Department. 2. Natural, fertile, friable soils having textural classi- fication of silt or clay loam possessing characteristics of soils in vicinity which produce heavy growth of crops, grass or other vegetation. Free of subsoil, brush, organic litter, objectionable weeds, clods, shale, stones 2" dimension or larger, stumps, roots, or other materials harmful to grading, planting, plant growth, or maintenance operations. C. Cushion Sand: Clean, fine sand, free from clay lumps, rocks or other deleterious material. 02220-1 D. Play Surface Sand: 1. Clean, sharp, dry, non -plastic, white or light brown, free of organic material and/or other soils, suitable for use in children's play areas. 2. Approximately Screen Analysis: #4 Sieve - 0% Retention #30 Sieve - 5% Retention #40 Sieve - 75% Retention #100 Sieve - 99% Retention 3. Sand quality subject to approval of Park and Recreation Department prior to acceptance. PART 3. EXECUTION 3.01 PROTECTION: A. Carefully maintain bench marks, layout stakes, and other reference points. B. Protect property, including adjoining property and public rights -of -ways, from damage by trucks and equipment. C. Protect active utilities to be retained on site, whether shown on drawings or uncovered during excavation operations. If damaged, repair at contractor's expense. Remove, abandon or cap inactive utilities as directed. Notify utility companies involved in advance of work. D. Protect existing trees and plant material to be retained from damage by trucks and equipment. l E. Provide for adequate surface drainage during construction in manner to keep site free of surface water without creating nuisance in adjacent areas. Keep excavations free of water. 3.02 SITE PREPARATION: A. Clearing: 1. Strip existing topsoil from areas affected. Stockpile on site for re -use. 2. Remove trash, debris, and other obstructions found at or above existing grade from areas of proposed structures, walks, curbs and paving. 3. Remove existing plant material only as directed by Landscape Architect. B. Grubbing: 1. Remove stumps, roots over 2" in diameter, matted roots and other obstructions found at or below existing grade from cleared areas. 2. ➢epths: Grub out obstructions found in following areas to depths indicated: 02220-2 a. Beneath footings and drives: 18" b. Beneath walks, curbs, gutters, parking and lawn areas: 12". C. Beneath fills: 12". (In case of other construction on fills, use greater depth.) C. Material Disposal: 1. Remove waste daily as it accumulates. 2. Comply with applicable codes and ordinances regarding waste transportation and disposal. 3. Burning and blasting on site will not be permitted. 3.03 EXCAVATION A. Excavate to bring areas to grades and subgrades indicated. Scarify excavated areas occuring under concrete to a depth of 6", then compact to required density. B. Remove and legally dispose of excavated material that is unsuitable or not required for backfilling. Remove underground obstructions. Where rock is encountered at subgrade, undercut minimum of 15" below and backfill with approved fill. 3.04 FILL AND BACKFILL A. Placing: Place material in loose, even successive lifts not to exceed the following depths: 1. Fill below concrete slabs: max. 8" high lifts to overall compacted depth as indicated on drawings. 2. Site fill and backfill: Maximum 12" high lifts. B. Compaction: Thoroughly and evenly compact each lift to the following densities. 1. Fill below concrete slabs: Not less than 95% standard A.A.S.H.O. density to at least four feet W ) outside the edge of the slab. 2. Site Fill: Not less than 90% standard A.A.S.H.O. density. C. Cushion Sand: Provide uniform, smooth, compacted sand layer to 2" depth below site flatwork. Moisten and compact sufficiently to prevent undue displacement during the placement of reinforcing and concrete. D. Moisture Control: When - moisture must be added prior to compaction, uniformly apply water to surface but do not flood. Free water shall not appear on surface during or after compaction operations. Remove and replace, or scarify and air-dry soil too wet to allow proper compaction. 02220-3 3.05 GRADING A. Uniformly grade areas, including adjacent transition areas to smooth surface at required grades and elevations. Adjust contours to eliminate water ponding and provide positive drainage. B. Concrete Subgrade: Excavate or fill as required to provide finish grade shown on plans. Shape subgrade to true and even lines to provide for uniform thickness of sand cushion. C. Finish Grade Adajacent to Pavement: Cut or fill so that turf and planting areas adjacent to concrete area 1" below said concrete. Slope soil smoothly back to adjacent grade. 3.06 FINISH GRADING A. Fine grade areas to achieve final contours indicated. Leave areas to receive topsoil 4" below final desired grade. B. Provide uniform roundings at top and bottom of slopes and other breaks in grade. Correct irregularities and areas where water will stand. C. Topsoil: 1. Place topsoil to 4" depth over areas modified by work of this contract which are not covered by buildings, walks or paving. 2. Uniformly distribute topsoil to required grades; feather back to where grades remain unchanged. 3. Place and compact topsoil in manner conducive to the growth and maintenance of good turf. 4. Degree of finish shall be that ordinarily obtainable with blade or scraper operations. Remove rubbish, vegetation, and rocks over 1-1/2" in diameter. Leave areas smooth and suitable for establishment of lawns and planting. Correct irregularities and areas where water will stand. 3.07 MAINTENANCE A. Protect newly graded areas from traffic, construction and weather damage, washing, erosion and rutting, and repair such damage that occurs. B. Correct settlement below established grades to prevent ponding of water. C. Remove excess stockpiled material, debris, waste and other material from site and leave work in clean finished condition. END OF SECTION 02220-4 SECTION 02221 TRENCHING, BACKFILLING AND COMPACTING PART 1 - GENERAL 1.01 DESCRIPTION A. Related Work Specified Elsewhere: 1. General Requirements, Division 1. 1.02 PROTECTION A. Protection of Existing Utilities: 1. Existing utility lines to be retained that are shown on Drawings or locations of which are made known to Contractor prior to excavation, as well as all utility lines uncovered during excavation operations, shall be protected from damage during excavation and backfilling. 2. If damaged, repair at Contractor's expense. PART 2 - PRODUCTS 2.01 MATERIALS A. Normal Backfill: Earth, loam, sandy clay, sand and gravel, soft shale, or other approved materials free from large clods of earth or stones over 2 1/2 inches maximum dimension. B. Compacted Backfilt: Granular in nature not containing roots, sod, rubbish, or stones over 2 1/2 inches maximum dimension as approved by Owner's Representative. PART 3 - EXECUTION 3.01 INSPECTION A. The contractor and a representative of the Park and Recreation ➢epartment shall stake out the location of proposed trenching. The system shall be approved by the Park and Recreation Department before actual installation is started. The contractor will not be responsible for removing and/or replacing turf. 3.02 EXCAVATION AND TRENCHING A. Trench Excavation: 1. Excavate trench width necessary to properly lay pipe with banks as nearly vertical as practical. 2. Accurately grade trench bottom to provide uniform bearing and support for each section of pipe on undisturbed soil at every point along entire length. 02221-1 B C 3. Except where rock is encountered, do not excavate below indicated depths. 4. Where rock excavation is required, excavate to a minimum overdepth of 6 inches below trench depths. 5. Backfill rock excavation overdepths and unauthorized overdepths with loose, granular, moist earth and thoroughly tamp. 6. Remove wet or otherwise unstable soil that is incapable of supporting pipe, as determined by Owner's Representative to depth required and backfill trench bottom to grade with course sand, fine gravel, or other material as approved. 7. Shape bottom of pipe trenches to give substantial uniform circumferential support to lower third of pipe. Irrigation Trench Excavation: The following are in addition to above specified trench requirements. 1. Continue bottom of trench grade past ground surface deviations to avoid air pockets and low collection points in line. 2. Minimum cover specifications shall govern regardless of variations in ground surface profile and occasional deeper excavation required at banks and other field conditions. 3. Excavation shall be such that a uniform trench grade variation will occur in all cases where variations are necessary. 4. In no case, shall angle of deflection from one pipe length to another exceed 5 degrees. Depth of Cover: Excavate trenches for utilities to a depth that will provide the following minimum depths of cover from existing grade or from indicated finish grade, whichever is lower: 1. Minimum depth as shown on drawings. 3.03 BACKFILLING A. B Do not perform backfilling of trenches until all required pressure and other tests have been performed and utility system is approved. Normal Backfill: 1. Where compacted backfill is not specified, carefully backfill with excavated materials approved for backfilling. 2. Deposit in 6 inch layers and carefully ram until pipe has a cover a minimum of one foot. 3. Place remainder of backfill material in trench in one foot layers and tamp. 4. Settling of backfill with water will be permitted. 5. Grade surface to reasonable uniformity and leave mounded over trenches in a uniform and neat condition. 02221-2 C. Irrigation Trench Backfill: Use normal backfill specified with following additional requirements: 1. Use selected fill dirt or sand if soil conditions are rocky. 2. In rocky areas, trenching depth shall be 2 inches below normal trench depth to allow for this bedding. 3. Use fill dirt or sand in filling 4 inches above pipe. 4. Top 6 inches of backfill shall be topsoil, free of rocks over 1 inch, subsoil, trash, or caliche. 3.04 CLEAN AND ADJUST A. Settlement: 1. Reopen any trenches improperly backfilled or where settlement occurs to depth required for compaction. 2. Refill and compact with surface restored to required grade. 3. Leave in a completed surface condition as specified. END OF SECTION 02221-3 SECTION 02440 - FENCES AND GATES PART 1 - GENERAL 1.01 REFERENCE A. City of Fort Worth, Standard Specifications for Construction, Item 510, Chain Link Fence, Delete Measurement and Payment. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. Section 02100, Site Preparation PART 3 - EXECUTION 1 3.01 Relocate fence at southeast and southwest corners of site as shown on J drawings. 3.02 Construct gates immediately north of relocated corners as shown on drawings. 3.03 Construct gate in side of existing fence as shown on drawings. 3.04 Relocate existing end post on north side of site and re -attach fence fabric as before. END OF SECTION 02440-1 SECTION 02518 - INTERLOCKING CONCRETE PAVERS PART 1 - GENERAL 1.01 RELATED WORK SPECIFIE❑ ELSEWHERE A. Section 03330, Cast -In -Place Concrete. 1.02 WORK INCLUDED A. Supply and place sand laying course. B. Supply and install interlocking concrete paving stones in quali- ty, shape, thickness and color as specified. C. Supply and place all accessory items as required by the contract. 1.03 PRODUCT HANDLING A. Paving stones shall be delivered and unloaded at job site on pallets and bound in such a manner that no damage occurs to the product during handling, hauling and unloading. PART 2 - MATERIALS 2.01 INTERLOCKING CONCRETE PAVING STONE A. Paving stone thickness shall be 3-1/8" B. Color to be selected by the Landscape Architect prior to con- struction. C. Cementitious Materials. 1. Portland Cements shall conform to ASTM Specification C-150. D. Aggregates shall conform to ASTM Specification C-33 for Normal Weight Concrete Aggregate (no expanded shale or lightweight agregates) except that grading requirements shall not necessarily apply. E. Other Constituents. 1. Coloring pigments, air-intraining agents, integral water repellents, finely ground silica, etc.., shall conform to ASTM standards where applicable, or shall be previously established as suitable for use in concrete. F. Physical Requirements. 1. Compressive Strength: At the time of delivery to the work site, the average compressive strength shall not be less than 8,000 psi with no individual unit strength less than 7,200 psi, with testing procedures in accordance with ASTM Standard C-140. 02518-1 3 2. Absorption: The average absorption shall not be greater than 5% with no individual unit absorption greater than 7%. 3. Proven Field Performance: Satisfying field performance is indicated when units similar in composition, and made with the same manufacturing equipment as those to be supplied to the purchaser, do not exhibit objectional deterioration after at least one (1) year. 4. All units shall be sound and free of defects that would interfere with the proper placing of unit or impair the strength or permanence of the construction. G. Sampling and Testing: \ 1. The City's authorized representative shall be accorded _) proper facilities to inspect and sample the units at the place of manufacture from lots ready for delivery. 2. Sample and test units in accordance with ASTM Method C-140. 3. In case the shipment fails to conform to the specified requirements, the manufacturer may sort it, and new test units shall be selected at random by the purchaser from the retained lot and tested at the expense of the manufacturer. In case the second set of test units fails to conform to the specified requirements, the entire lot shall be rejected. 4. The expense of inspection and testing shall be borne by the city. H. Acceptable Product: Delta Stone, as manufactured by Interlock Pavers, Inc. 1950 E. Continental Blvd., Southlake, Texas 76092, D/FW Metro 481-6577. 2.02 SAND LAYING COURSE A. The sand laying course shall be a well graded clean washed sharp sand with 100% passing a 3/8" sieve size and a maximum of 3% passing a No. 200 sieve size, this is commonly known as manufac- tured concrete sand, limestone screening, or similar. DO NOT USE MASONRY SAND. B. The sand laying course should be the responsibility of the paving stone installer. PART 3 - EXECUTION 3.01 PREPARATION OF THE BASE COURSE A. The base course shall be shaped to grade and cross section with an allowable tolerance of 1/41'. B. The compacted base shall be 5-1/4" below final grade. 02518-2 3.02 CONSTRUCTION OF THE SAND LAYING COURSE A. The finished base course shall be -approved before the placement of the sand laying course. B. The uncompacted sand laying course shall be spread evenly over the area to be paved and then screeded to a level that will produce 1" (25mm) thickness when the paving stones have been placed and vibrated. Finish grade of pavers shall be 1/8" higher than adjacent curbs, gutters, or other paving to allow for settling. C. Once screeded and leveled to the desired elevation, the sand laying course shall not be disturbed in any way. -1 3.03 LAYING OF CONCRETE PAVING STONES 1 A. The paving stones shall be laid in such a manner that the desired pattern is maintained and the joints between the stones are as tight as possible. Joints between stones shall not exceed 1/8". B. String lines should be used to hold all pattern lines true. C. The gaps at the edge of the paver surface shall be filled with stones cut to fit. Cutting shall be accomplished to leave a clean edge to the traffic surface, no cuts should result with a paver less than 1/3 of original dimension. E. Paving stones shall be vibrated into the sand laying course using a vibrator capable of 3,000 to 5,000 pounds compaction force with the surface clean and joints open. F. After vibration, spread clean masonry type sand containing no more than 30% of #10 sieve size granules over the paving stone surface, allow to dry, and vibrate into joints with additional vibrator passes and brushing so as to completely fill joints. Moisten joints and recover with additional sand until firm joints are achieved. G. Surplus material shall then be swept from the surface or left on surface during construction time to provide surface protection from construction debris. 3.04 CLEAN-UP A. Upon completion of work covered in this Secton, the Contractor shall clean-up all work areas by removing all debris, surplus material and equipment from the site. END OF SECTION 02518-3 3 SECTION 02533 - RELIEF WELLS PART 1 - GENERAL 1.01 DESCRIPTION OF WORK Furnish and install underground gravel type relief well to take waste from drinking fountain. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. Trenching, Backfilling, Compacting, Section 02221. B. Drinking Fountain, Section 02743. PART 2 - PRODUCTS 2.01 MATERIALS A. Waste Pipe: Polyvinylchloride (PVC) pipe and fittings. B. Container for gravel: 1. One piece unit, making complete circle enclosure. 2. Rustproof, clean, and free of any toxic matter. 3. Capacity: minimum of 55 gallons; approximately 24 inches diameter by three feet long. 4. Approved products: a. Galvanized corrugated pipe. b. Rustproof 55 gallon drums. C. Granular Fill, 1/4 inch to 3/4 inch diameter: 1. Washed river rock, or 2. Clean crushed stone. D. Waterproof Membrane: 1. Size to completely cover top of container. 2. Rot -free, decay -free, waterproof material. 3. Approved products: a. 6 mil polyethelene sheet. b. Asphalt coated 30# felt. 02533-1 PART 3 - EXECUTION 3.01 INSTALLATION A. Location shall be a minimum of 3'-0" downslope from concrete slab. B. Excavation 1. Excavate pit to the necessary width and depth, to properly place container with banks as nearly vertical as possible. 2. Where rock excavation is encountered, excavate to a minimum overdepth of six inches below pit depths. 3. Remove wet or otherwise unstable soil that is incapable of supporting well, as determined by Owner's representative. C. Container 1. Place vertically in pit in plumb position. 2. Remove bottom of container. D. Gravel Backfill 1. Place material in pit in one foot layers and tamp. 2. Fill to top of container. E. Waterproof Membrane 1. Place two layers over top of container to prevent any substance from entering. 2. Provide hole for waste line to enter container. F. Normal-Backfill 1. Place soil in six inch layers and tamp. 2. Setting with water will be permitted. 3. Grade surface to reasonable uniformity and in neat condition. - G. Depth of Cover 1. Provide 18 inches minimum cover over top of container. H. Waste Piping 1. The interior of the pipe shall be thoroughly cleaned of all foreign matter, and kept clean during laying operations. 2. The pipe shall not be laid in water or when weather conditions are unsuitable for the work. 3. PVC pipe, couplings and fittings shall be handled and installed in accordance with manufacturer's recommendations. 02533-2 3.02 FIELD QUALITY CONTROL A. General 1. Owner's representative will inspect all systems when each is ready for testing. 2. Do not conceal work until inspection, notice to proceed, or corrective action has been taken. B. Inspection/Testing 1. All openings in pipe shall be tightly closed and each system will be tested at 40 psig for a period not less than two hours. l C. Defective Work I 1. If inspection or tests show defective work or material, replace such defective work or material as necessary. 2. Repeat inspections and tests. 3.04 CLEAN AND ADJUST A. Settlement 1. Reopen any trenches or pits improperly backfilled or where settlement occurs to a depth required for compaction. 2. Refill and compact with surface restored to required grade. B. Prepare site in an orderly and finished appearance. END OF SECTION 02533-3 SECTION 02743 - DRINKING FOUNTAINS PART 1 - GENERAL 1.01 DESCRIPTION OF WORK A. Install water distribution and supply lines, all valves and necessary appurtenances. B. Install waste line. C. Construct and install foundation base. D. Install drinking fountain fixture and connect to supply to provide a workable drinking fountain. E. Water service and meter supplied and installed by City. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. Materials and Equipment, Section 01600. B. Trenching, Backfilling, Compacting, Section 02221. 1.03 CODES AND STANDARDS A. City of Fort Worth Building Code, Plumbing Ordinance. B. National Plumbing Code. PART 2 - PRODUCTS 2.01 GENERAL All materials and accessories shall be of new and unused material. 2.02 MATERIALS A. Pipe and pipe fittings: 1. Potable Water Piping: a. Type K softdrawn copper with wrought copper fittings. b. Chlorinated Poly Vinyl Chloride (CPVC) pipe and fittings (SDR-PR). ASTM 2846-76 and F442-77. 2. Waste Piping: Poly Vinyl Choloride (PVC) pipe and fittings or ABS pipe and fittings. 02743-1 0 B. Valves 1. Manual angle type globe valve. 2. Size to match pipe or as indicated on drawings. 3. Cross handle control wheel. 4. Brass or bronze body and parts, class 150. 5. Full floating valve disc with replaceable seat and washers. 6. Removable bonnet and stem assembly with packing gland and nut. C. Accessories: 1. Furnish all equipment, accessories, connections and incidental items necessary to complete work. 2. Provide foundations, bolts, inserts, sleeves, stands, brackets and accessories for proper support. D. Fixture• 1. Handicap accessible pedestal type fountain. 2. Hard anodized aluminum fountain. 3. Finished 5-1/2" square steel pedestal and 14" base plate. 4. Two lever handle valves, screwdriver stop, automatic flow control, and bubbler. 5. Approved product: Haws 3376. PART 3 - EXECUTION 3.01 COORDINATION A. Coordinate with other trades installing interrelated work. Make provisions to avoid interference with other utilities and all other items. B. Adjust locations of pipes, equipment, fixtures and other items to accomodate work interferences anticipated or encountered. C. Concrete Bases: Size(s) and locations(s) as shown on plans. 1. Provide all anchor bolts and templates for holding bolts (if not provided with fixture). 3.02 INSTALLATION A. General• 1. Install all materials and equipment in accordance with manufacturer's recommendations. 2. Perform all work in accordance with drawings. 02743-2 3. Provide any additional fittings, pipes, valves, equipment or material to complete project in accordance with drawing intent. 4. Locate rough —ins and provide connections for other trades. B. Piping: 1. General a. Piping drawings are diagrammatic and indicate general location and connections. b. Make changes of direction with fittings. C. Bent pipe showing kinks, wrinkles or other malformations will not be acceptable. 2. Arrangement a. Provide flanges or unions, as applicable for pipe specified, at connections to all items of equipment. b. Place valves and specialties to permit easy operation and access. 3. Minimum pipe slope for drainage pipe: 2% or one (1)- inch fall per four (4) feet length of pipe. Direction of fall is direction of flow. 4. Laying Pipe a. Lay pipe true to line and grade to from close concentric joint with adjoining pipe and to prevent sudden offsets to flow line. b. As work progresses, clean pipe interior of dirt and superfluous- materials of every description. Where cleaning is difficult because of small pipe size, place suitable swab or drag in pipe and pull forward past each joint immediately after jointing is complete. C. Do not lay pipe when conditions of trench or weather is unsuitable for work. d. Keep trench free from water until pipe jointing has set. e. When work is not in progress, securely close open ends of pipe and fittings. 5. Sleeves a. Provide around all pipes passing under or through slabs, walls, concrete pavers,or other structures. b. Use size as indicated on plans. C. Extend sleeves through or beyond slabs or walls a minimum of three inches. 02743-3 3.03 FIELD QUALITY CONTROL A. General: 1. Owner's representative will inspect all systems when each is ready for testing. 2. Notify Owner's representative 24 hours prior to time. 3. Do not conceal work until inspection, notice to proceed or corrective action has been accomplished. 4. If systems should be covered without inspection, they must be uncovered for observation and covering replaced at Contractor's expense. 5. Provide all instruments, materials, and labor to perform tests. Obtain approval of instruments two weeks prior to tests. B. Inspection, Tests and Sterilization: 1. The Contractor shall be responsible for all temporary isolation required for the tests. 2. Tests for Plumbing Systems a. Soil, waste, vent and water piping shall be tested and approved before acceptance. b. Test underground soil and waste piping before backfilling. C. All openings in pipe shall be tightly closed and each system will be tested at 40 psig for a period not less than two hours. 3. Domestic Water System a. When roughing -in is completed, test entire water piping system at hydrostatic pressure of not less than 100 lbs. per square inch gauge. b. Prove tight at this pressure for not less than two hours in order to permit inspection of all joints. C. Where a portion of water -piping system is to be concealed before completion, test this portion separately as specified for entire system. 4. Defective Work a. If inspection or test shows defects, replace such defective work or material or repair as necessary. b. Repeat inspection and tests. C. Make repairs to piping with new materials. d. No caulking of screwed joints or holes will be acceptable. 02743-4 J 5. Flushing: a. After pressure tests have been made, thoroughly flush entire potable water distribution system with water until all entrained dirt, mud and other foreign matter have been removed. b. During flushing period, open and close all valves and faucets several times. C. From all points in the system, Owner's representative will inspect water. d. Repeat flushing until inspection indicates absence of pollution in water. 3.04 CLEAN AND ADJUST A. Clean equipment, pipes, valves, fittings and fixtures of grease, metal cuttings, sludge, and any other materials that may have accumulated from operation of system during testing. Any stop- page,. discoloration or other damage to finish or structure due to Contractor's failure to properly clean piping system shall be repaired without cost to owner. B. When the work is complete, adjust water systems for uniform circulation. END OF SECTION 02743-5 SECTION 02750 - IRRIGATION PART 1 -GENERAL 1.01 DESCRIPTION A. Work Included: 1. Piping and fittings. 2. Connections to existing water mains and/or water meters. 3. Valves, quick coupling valves. 4. All miscellaneous fittings and accessories required to complete and operate system. 5. Excavation and backfill. 6. Testing and adjusting. - B. Related Work Specified Elsewhere: 1. General Requirements, Division 1. 2. Trenching, Backfilling & Compacting, Section 02221. 1.02 QUALITY ASSURANCE A. Codes and Standards: 1. The City of Fort Worth Code, Plumbing Ordinance. 2. National Plumbing Code. B. Licenses: 1. Work shall be performed by or under the direct supervision of an irrigator or plumber licensed under the authority of the State of Texas. C. Reference Standards 1. ASTM D-2241-78. 2. CS 256-63 1.03 SUBMITTALS A. Maintenance Materials: At completion of job furnish spare parts and all special tools and equipment required to operate and maintain system. B. Maintenance Data: Furnish two copies of parts list and repair manuals for controllers, valves, and heads. C. Manufacturer's Literature: Submit catalog data indicating perfor- mance weight, size, and function of each item of equipment and material, other than approved products, or as listed below. 02750-1 D. Project Record Documents: Record on a clean set of plans in colored pencil: 1. Locate quick couplers and control valve by dimension from two directions. PART 2 - PRODUCTS 2.01 GENERAL A. Equipment and Material Requirements: 1. Standard product of a manufacturer. 2. In-service performance records to verify published capabilities. 3. New and unused. 2.02 MATERIALS A. PVC Pipe and Fittings: 1. Polyvinyl chloride pipe (PVC) in accordance with ASTM D-2241-78 made to SDR-PR dimensions, and approved by National Sanitation Foundation. 2. 2 inch pipe and smaller: Solvent weld PVC Type "Bell -End" pipe may be used. 3. 2 inch pipe fittings and smaller: Solvent weld type as recommended by pepe manufacturer. 4. Do not thread PVC female adaptor with socket to female thread. 5. Use underground downstream of backflow preventer except swing joints and risers. B. Swing Joints and Fittings: 1. Nipples and risers: Schedule 80 threaded PVC pipe. 2. Fittings: Schedule 80 threaded PVC elbows. C. Valves: 1. Double Check Double Gate Valve (backflow prevention) a. Factory assembled and tested valve train. b. Two spring loaded all brass check valves with soft rubber discs. C. Two all brass shutoff valves. d. Assembled with brass nipples. e. In accordance with AWWA and ASSE specifications. f. Approved Product: Neptune Model 550 or FEBCO 805a. 02750-2 2. Manual Control Valve a. Straight type globe valve. b. Size to match pipe or as indicated on drawings. C. Cross handle control wheel. d. Brass or bronze body and parts, class 150. e. Full floating valve disc with replaceable seat and washers. f. Removable bonnet and stem assembly with packing gland and nut. 3. Quick Coupling Valve a. Brass or bronze body and parts, to withstand 150 psi without leakage. b. One inch female inlet, IPS. C. One piece, single lug, single key with self closing cover. d. Approved Product: Weathermatic. D. Valve Boxes: 1. Box for double check double gate valve: a. Cast iron or concrete box with cast iron cover. b. Sufficient size to house entire assembly and permit inspection, maintenance and repair. PART 3 - EXECUTION 3.01 GENERAL Install all equipment and products in accordance with manufacturer's recommendations. 3.02 INSTALLATION A. PVC Pipe and Fittings: 1. Handle PVC pipe, couplings and fittings and install in accordance with the manufacturer's recommendations. 2. All plastic pipe fittings shall be molded fittings manufactured of the same material as the pipe and shall be suitable for solvent weld, slip joint ring tite seal or screwed connections. 3. No fittings made of other material shall be used except copper as specified in the plans and details. 4. Space pipe length in jointing and snake to allow for expansion and contraction. 5. Thoroughly clean interior of the pipe of all foreign matter before being lowered into trench. Keep clean during laying operations by means of plugs or other approved methods. 02750-03 6. Do not lay pipe in water, or when trench or weather conditions are unsuitable for work. Keep water out of trench until the joints are completed. 7. When work is not in progress, securely close open ends of pipe and fittings so that no trench water, earth or other substance will enter pipes or fittings. 8. Take up and relay any pipe that has the grade or joint disturbed after laying. 9. Fittings at bends in the pipe line and at ends of lines shall be firmly wedged against the vertical face of the trench. 10. Make joints in all screwed fittings by applying teflon tape on male threads. 11. only schedule 80 pipe may be threaded. B. Valves: 1. Install all new valves as indicated on the plans or as may be required for the proper control of the piping systems in which they are incorporated. 2. Bury valves deep enough so that valve box lid will not protrude above ground. 3. Set valves vertically and locate immediately adjacent to sidewalks where possible. 3.03 FIELD QUALITY CONTROL A. Leak Test: 1. When the main line or sections of the main line, e.t., loops, with swing joints and valves have been installed, the l system (or section) will be thoroughly flushed. The system J (or section) will then be pressurized during a six (6) hour period to the operating pressure indicated on the drawings. The pressure will be maintained for a 24-hour leak test period. Allowable leakage in the piping system is to be determined by the formula: L = .54 x 10-3 ND (P) L = allowable leakage in gallons per hour. N = number of joints in the, length of pipe test D = nominal diameter of pipe in inches. P = average test pressure during leak test in psi gauge. 2. Excessive leakage will be repaired and retested as outlined above. 3. Any leaks developing during the first year under normal operating pressures due to improper installation shall be repaired by the contractor at no expense to the owner. 02750-04 B. Cleaning and Flushing System: 1. After pipe, fittings, and valves have been installed and connections made to water source, flush pipes until free of all rock, dirt, trash, pipe shavings, or debris before installing heads. 2. After quick couplers have been installed, use system several times before final inspection. 3.04 CLEANUP A. Make final cleanup of all parts of work before final acceptance. B. Remove all construction materials and equipment. C. Prepare site in an orderly and finished appearance. D. Remove from site any rock or extra dirt that resulted from this work and restore site to its original condition. END OF SECTION 1124AI I SECTION 02811 - SEEDING PART 1 - GENERAL 1.01 DESCRIPTION OF WORK Reseed area of ballfield shaded on plan, excluding sand/clay infield. A. Work Included 1. Seedbed preparation 2. Mulching and fertilizing 3. Seeding 4. Miscellaneous management practices B. Related Work Specified Elsewhere 1 1. Earthwork, Section 02221 1.02 REFERENCE STANDARDS A. Standardized Plant Names Am. Joint Committee of Horticultural Nomenclature, Second Edition, 1942. B. Texas Highway Department - Standard Specifications Construction, Item 164, Seeding for Erosion Control. 1.03 SUBMITTALS A. Vendors Certification that seeds meet Texas State Seed Law. 1. Include labeling requirements. l 2. Include purity, germination, and type. 1.04 PRODUCT DELIVERY, STORAGE AND HAN➢LING for A. Seed 1. Previous seasons crop with date of analysis on each bag. 2. Furnish and deliver each variety in separate bags or containers. B. Fertilizer 1. Unopened bags labeled with the analysis. 2. Conform to Texas Fertilizer Law. 1.05 JOB CONDITIONS A. Planting Season. 1. Only during suitable weather and soil conditions. 2. 1st March - 15 May and 15 August - 30 September. 02811-1 3. Except as specifically authorized in writing by the Landscape Architect. B. Schedule after all other construction is complete. C. Protect and maintain seeded areas: 1. From traffic and all other use. 2. Until seed is complete and accepted. 3. From erosion. PART 2 - PRODUCTS 2.01 MATERIALS A. Grass Seed 1. The seeds planted per acre shall be the type specified with the mixture and rate as follows except as specifically noted in the plans. Germi- Lbs./Acre Common Name Scientific Name Purity nation 25 Bermuda (Unhulled) Cynodon dactylon 85 90 75 Bermuda (Hulled) 95 90 Substitute If Planted Before March 1. 220 Rye Grass Lolium multiflorum 82 40 Bermuda (Unhulled) 85 85 2. The seed shall be equal to or exceed the above percentages for purity and germination or an equivalent amount of pure live seed. 3. Weed seed shall not exceed 10% by weight of the total of pure live seed and other material in the mixture. 4. Johnsongrass, nutgrass or other various weed seed shall not be allowed. B. Mulch 1. Designed for use in conventional mechanical or hydraulic planting of seed either alone or with fertilizer. 2. Wood celulose fiber mulch produced from grinding whole wood chips. 3. Processed to contain no growth or germination inhibiting factors. 4. Shall contain no more than 10 percent moisture, air dry weight basis. 5. Additives shall include a binder in powder form. 6. Material shall form a strong moisture retaining mat. 02811-2 7. Straw mulch shall be oat, wheat or rice straw, Prairiegrass, Bermudagrass, or other approved hay, dry with no mold or rot. 8. Asphalt shall be used as a binder with straw mulch. C. Fertilizer 1. Uniform in composition, free flowing. 2. Suitable for application in approved equipment. 3. Analysis of 16-20-0, 16-8-8, or as shown on the plans. D. Water: Free from oil, acid, alkali, salts or other substances harmful to growth of grasses. 2.02 MIXES A. Seed, mulch, fertilizer and water may be mixed, if desired, in tanks provided: 1. Mixture is uniformly suspended to form a homogenous slurry. 2. Form a blotter like ground cover impregnated uniformly with grass seed. PART 3 - EXECUTION 3.01 SEEDBED PREPARATION A. Clear surface of all materials. 1. Stumps, stones, and other objects larger than 1-1/2". 2. Roots, brush, wire, stakes, etc. 3. Any objects that may interfere with seeding or maintenance. B. Smooth seed bed. 1. Soil particles shall be small. 2. Prevent seed from being covered too deep for optimum germi- nation. 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. B. Mechanical Seeding 1. Uniformly apply at specified rate. 2. Use grass drill, brillion type seeder, or other approved method. 02811-3 C. Rolling 1. After planting roll with a corrugated roller of the "Cultipacker" type. 2. Roll slope areas along the contour. 3.03 FERTILIZER A. Apply uniformly over the area specified. B. Apply at a rate of 400 pounds per acre, unless otherwise indicat- ed on plans. C. When seed and fertilizer are to be distributed as a water slurry apply within 30 minutes after placing in tank. 3.04 MULCHING ? A. Apply uniformly after completion of seeding. B. Apply at following rates unless otherwise shown on plans. 1. Sandy soils, flat surfaces - min. 1500 lb./acre. 2. Sandy soils, sloping surfaces - min. 1800 lb./acre. 3. Clay soils, sloping surfaces - min. 2000 lb./acre. 4. Clay soils, sloping surfaces - min. 2500 lb./acre. 5. "Flat" and "slope" surfaces shall be shown on the plans. C. Keep mulch moist, by daily water application, if necessary. 1. For a minimum of ten (10) days or 2. Until seeds have germinated and rooted in soil. \ 3.05 MAINTENANCE AND MANAGEMENT j A. Includes protection, replanting, maintaining grades, repair of erosion damage. B. Replanting 1. Replant areas where a stand of grass is not present in a reasonable length. 2. A Stand shall be defined as live grass plant occurring from seed at the rate of not less than fourteen (14) growing plants per square inch. C. Maintaining Grades 1. Repair erosion damage promptly. 2. Ruts, ridges, tracks and other surface irregularities shall be corrected. 3. Replant all damaged areas prior to acceptance-. END OF SECTION 02811-4 SECTION 02830 - PLANTING PART 1 - GENERAL 1.01 DESCRIPTION OF WORK A. Scope: Furnish and install trees in Van Zandt-Guinn School Park. 1.02 QUALITY ASSURANCE A. Reference Standards: 1. American Joint Committee of Horticultural Nomenclature: Standardized Plant Name, Section Edition, 1942. l 2. American Association of Nurserymen: American Standard for J Nursery Stock, 1980 Edition. B. Substitutions: 1. Substitutions accepted only upon written approval of Landscape Architect. 2. Submit substitutions possessing same characteristics as indicated on plans and specifications. C. Inspection and Testing: 1. The project Landscape Architect reserves the right to inspect and tag plants at place of growth with the Contractor. 2. Inspection at place of growth does not preclude right of rejection due to improper digging or handling. 1.03 SUBMITTALS A. Certificates: 1. Submit state and federal certificates of inspection with invoice. 2. File certificates with Owner's Representative prior to material acceptance. 1.04 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Preparation of Delivery: 1. Balled and Burlapped (BB) plants: a. Dig and prepare for shipment in manner that will not damage roots, branches, shape, and future development after replanting. b. Ball with firm, natural ball of soil, wrapped tightly with burlap covering entire ball. 02830-1 c. Ball size and ratios: conform to American Association of Nurserymen standards unless otherwise shown on plant list. B. Delivery: 1. Deliver fertilizer, fertilizer tablets, peat, mulch, soil additive, and amendment materials to site in original unopened containers bearing manufacturer's guaranteed chemical analysis, name, trade name, trademark, and conformance to state law. 2. Protect during delivery to prevent damage to root ball or desication of leaves. 3. Notify Owner's Representative of delivery schedule in advance so plant material may be inspected upon arrival at job site. 4. Deliver plants to job site only when areas are prepared. C. Storage: 1. Protect roots of plant material from drying or other possible injury with wetted soil or acceptable material. 2. Protect from weather. 3. Maintain and protect plant material not to be planted immediately upon delivery. D. Handling: 1. Do not drop plants. 2. Do not damage ball, trunk or crown. 3. Lift and handle balled plants from bottom of ball. 1.06 GUARANTEE A. Guarantee new plant material for one year after acceptance of final installation. B. Make replacement, one per plant, during one-year guarantee period at appropriate season with original size and planting mixture. C. Repair damage to other plants, irrigation system, and lawns during plant replacements at no cost to Owner. D. Use only plant replacements of indicated size and plant. E. Maintain after each item is planted and continue until installa- tion is completed and acceptable: 1. Weeding 2. Watering 3. Pruning 4. Spraying 5. Fertilizing 6. Mulching 7. Mowing 02830-2 PART 2 - PRODUCTS 2.01 MATERIALS A. Plant Materials: 1. Hardy under climatic conditions similar to locality of project. 2. True to botanical and common name variety. 3. Sound, healthy and vigorous, well -branched and densely foliated when in leaf and have healthy well -developed root systems. 4. Free from disease, insects, and defects such as knots, sun -scald, windburn, injuries, abrasion or disfigurement. 5. Conform to American Association of Nurserymen standards unless shown on plant list. 6. Conform to measurements indicated after pruning with branches in normal positions. 7. Trees: a. Nursery grown stock. b. Single straight trunks unless indicated otherwise. C. Trees with weak, thin trunks not capable of support will not be accepted. B. Topsoil: 1. Natural, fertile, friable soils having textural classification of silt or clay loam possessing characteristics of soils in vicinity which produce heavy growth of crops, grass, or other vegetation. 2. Free of subsoil, brush, organic litter, objectional weeds, clods, shale, stones 2-in. minimum dimension or larger, stumps, roots, or other material harmful to grading, planting, plant growth, or maintenance operations. 3. Presence of vegetative parts of Bermuda grass, Johnson grass, nut grass (Cyperus rotundus), and other hard to eradicate weeds or grass will be cause for rejection of topsoil. D. Mulch: 1. Woodchip mulch: Disease free woodchip material 1/2" to 4" diameter chips generally available from utility clearance operations or other tree waste disposal. 2. Alternate - Pine bark in sacks: a. Natural product of shredded southern pine bark. b. Free from weed seed, soil, plant diseases, and insects. C. Nitrogen enriched and composted. d. Minimum 1/4" - 1/2" diameter. 3. Shredded material will not be acceptable. E. Peat Moss: Commercially available baled peat moss or approved equal. 02830-3 F. Water: 1. Will be furnished by Park Department. 2. Location: On site furnish temporary hoses and connections. G. Sand: Washed builders sand. H. Manure: Sterilized composted fortified steer or sheep. Minimum 2-year leached. I. Antidesicant: "Wilt -proof" or equal. 2.02 MIXES A. Planting Mixture: 1. Topsoil: 1/3 cubic yard. 2. Soil Conditioner: 1/3 cubic yard (manure, peat moss, and/or soil amendment mixture). 3. Sand: 1/3 cubic yard. PART 3 - EXECUTION 3.01 INSPECTION: A. Inspect plants for injury, insect infestation and pruning prior to planting. B. Inspect site to verify suitable job conditions. 3.02 FIELD MEASUREMENTS A. Location of all trees and shrubs to be staked in the field by the Park and Recreation Department. 3.03 EXCAVATION FOR PLANTING A. Pits: 1. Shape: a. Vertical hand scarified sides and flat bottom. b. Plant pits to be square of circular. 2. Size for trees: 2 ft. wider and 6 in. deeper than ball. B. Obstructions Below Ground: 1. Remove rock or underground obstructions to depth necessary to permit planting. 2. If underground obstructions cannot be removed, notify Owner's Representative for new instructions. 3. Avoid damaging underground utility lines. 4. Repair damage to existing utilities at no expense to Owner. C. Excess Soil: Dispose of unacceptable or unused excess soil away from the project site at contractor's expense. 02830-4 3.04 PLANTING A. General: 1. Set plants in pits at level grown in field or nursery and to finish grade. 2. Set plants plumb and rigidly braced in position until planting mixture has been tamped solidly around ball. 3. Apply soil in accordance with manufacturers recommendations or by standard industry practice for the region. 4. Thoroughly settle by water -jetting and tamping planting soil in 6-inch lifts. 5. Prepare 4" dish after planting with inside of dish 1" below grade after settling. 6. Thoroughly water trees and shrubs. j 7. Stake and guy trees and large shrubs as indicated on plans. 8. Apply anti-desicant according to manufacturers instructions. 9. Apply 4" mulch to planting beds. B. Balled Plants: 1. Place in pit on planting mixture that has been hand -tempered prior to placing plant. 2. Place with burlap intact to location of ground line at top of ball is 2" below surrounding soil. 3. Remove binding at top of ball and lay top of burlap back 6 in. 4. Do not pull wrapping from under ball, but cut all binding cord. 5. Do not plant if ball is cracked or broken before or during planting process or if stem or trunk is loose. 6. Backfill with planting mixture in 6 in, lifts. C. Mulching: 1. Cover planting bed evenly with four inches of mulch. 2. Water immediately after mulching. 3. Rose down planting area with fin spray to wash leaves of plants. D. Pruning: 1. Prune minimum necessary to remove injured twigs and branches, deadwood, and suckers. 2. Make cuts flush leaving no stubs. 3.06 CLEAN UP A. Remove planting debris from project site, construction as well as rocks, trash and other materials. END OF SECTION 02830-5 SECTION 03330 - CAST -IN -PLACE CONCRETE PART 1 - GENERAL 1.01 QUALITY ASSURANCE A. Reference Specifications: The work under this division of the Specifications shall conform generally to the requirements of Item 314, "Concrete Pavement", Item 400, "Structural Excavation", Item 516, "Concrete Steps", and Item 518, "Concrete Retaining Walls", of the City of Fort Worth's "Standard Specifications for Construction", except as otherwise specified. PART 2 - MATERIALS 2.01 FORMS A. Forms shall be of ample strength, adequately braced, joined neatly and tightly and set exactly to established line and grade. B. Forms for retaining wall shall have steel ties not less than 12" O.C. 2.02 REINFORCING MATERIALS A. 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 coat- ings that will destroy or reduce the bond. Generalreinforcing bars shall be number three bars spaced eighteen inches (18") on center in walks and twelve inches (12") 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. 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 objectionable materials. The aggregate shall be well graded from fine to course and the maxi- mum size shall be one inch (1"). Fine aggregate shall consist of sand and it shall be clean, hard, durable and free of lumps. 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 (1) minute after all the batch materials are in the mixer. Cement content shall be not less than five (5) sacks per cubic yard of concrete and shall have a minimum 28 day compressive strength of 3,000 psi. 03330-1 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 one and one-half hours (1-1/2) after the cement has been placed in the mixer. 2.04 RELATED MATERIALS A. Expansion Joints: Expansion joint filler shall be preformed asphaltic composition filler, three -fourths inch (3/4") thick, of the size and shape shown on plan. B. Dowels: Dowels for expansion joints shall be number five smooth .!, round steel bars with expansion tubes as shown on Plans. Dowels J shall be placed eighteen inches (18") 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 (4") class 200 PVC pipe sleeves under concrete walk as shown on plans and details. 2.05 CONCRETE MIX DESIGN AND CONTROL A. Mix Design: The concrete shall contain not less than five (5) sacks of cement per cubic yard. Total water shall not exceed seven (7) 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 eighty-five (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 (30) minute absorption period. No water allowance will be made for evaporation after batching. B. Slump: When gauged by the standard slump test, the settlement of the concrete shall not be less than one and one-half (1-1/2) inches nor more than five (5) inches. C. Quality: The concrete shall be designed for a minimum compressive strength of three thousand (3,000) pounds per square inch at the age of twenty-eight (28) days. 03330-2 D. Control -Submittal: Within a period of not less than (10) days prior to the start of concreting operations the Contractor shall submit to the Engineer a design of the concrete mix he proposes to use 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 batching 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 be 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 A. 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 (12"). The reinforcing 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 one-half inch (1/2") below the surface of the slab. The edge of joints shall be tooled with edging tool having one-fourth inch (1/4") radius. B. Construction Joints: Construction joints shall be installed in all concrete work at the locations shown on the Plans. Construc- tion 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. 3.03 PLACING CONCRETE A. 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 con- crete shall be placed when the air temperature is less than forty 03330-3 degrees Fahrenheit (400F.) nor when the temperature of the con- crete is eighty-five degrees Fahrenheit (850F.) or higher, with- out approval of Public Works 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 by used. Each section of pavement between expansion and construction joints shall be placed mono- lithically. Concrete for retaining walls shall be poured in 6 inch lifts. All concrete shall be thoroughly compacted by suitable means dur- ing the operation of placing and shall be thoroughly worked ( l 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 A. Finishing Concrete: All concrete shall be finished by experienc- ed, 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 impres- sions 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 two hundred square feet (200 sq. ft.) per gal- lon. A minimum of seventy-two hours (72) curing time will be required. END OF SECTION 03330-4 SECTION 05500 METAL FABRICATIONS PART 1 - GENERAL 1.01 DESCRIPTION A. Work Included: 1. Weld plates for picnic tables.. 2. Metal Railing. B. Related Work Specified Elsewhere: 1. Item 428 Metal for Structures and Item 432 Structural Bolting, Standard Specifications for Construction, City of r Fort Worth, Texas. 2. Section 03330, Cast -In -Place Concrete. 1.02 QUALITY ASSURANCE A. Standards & Codes: 1. American Welding Society Standard Code. 1.03 COORDINATION Coordinate with other trades where their work is affected by miscellaneous metals and metal fabrications. PART 2 - PRODUCTS 2.01 MATERIALS A. Miscellaneous Structural Steel: ASTM/A-36. B. Steel Tubing: ASTM A-500, Grade B, Wall thickness .180', free of pits & abrasions. C. Shop Paint: Red oxide metal primer. D. Boston Oxford Brown Enamel, by Sterling. 2.02 FABRICATION - GENERAL A. Fabricate work true to shape, size and tolerances, as detailed, with straight lines, square corners or smooth bends; uniformly spaced and in true alignment; free from twists, kinks, warps, dents or other imperfections. B. Grind and dress edges and ends of metal smooth, with no sharp edges and with corners slightly rounded. C. Perform welding in accordance with AWS D1.1 and Drawings. Neatly miter corner connections and fully weld. D. Grind welds smooth. At sight exposed items, polish to uniform surface or radius. E. Construct connections and joints exposed to weather to exclude water. F. Provide sufficient type, quantity and size of anchors for proper fastening of items. H&VIi= 2.03 FABRICATED PRODUCTS 1. Weld plates for picnic tables. 2. Metal Railing. 2.04 CATALOG PRODUCTS (Not Applicable) 2.05 FINISHES A. Shop Paint: Apply 2 coats of specified primer in shop, 2.0 mils minimum dry film thickness. B. Enamel Finish: Apply 2 coats, Boston Oxford Brown Enamel, by Sterling. PART 3 - EXECUTION 3.01 INSPECTION & PREPARATION A. Verification and Field Measurement: 1. Field measure related work and openings as required for proper fit. 2. Verify dimensions and take measurements at site before fabrication. 3. Approval of shop drawings shall not relieve supplier of responsibility of proper fit. 3.02 INSTALLATION: A. Install items in accordance with approved Drawings and manufac- turer's instructions. B. Install plumb and level, anchored rigid and secure, and in true } alignment with related and adjoining work. C. Field weld members in accordance with AWS D1.1. Grind exposed welds smooth. D. Provide anchoring devices and fasteners as required for properly installing items. E. Upon completion, re-examine work and correct to insure that installation is firm, tight, anchored, in true alignment with neat fits, without distortions, unsightly fastenings, raw edges or protrusions. F. Touch-up welded areas with shop paint. END OF SECTION 05500-2 5 SECTION 09900 - PAINTING PART 1 - GENERAL 1.01 DESCRIPTION OF WORK A. "Paint" as used herein means all coating system materials including primers, emulsions, enamels, sealers and fillers and other applied materials whether used as prime, intermediate or finish coats. B. Paint all exposed surfaces as designated on the drawings and/or schedules as a surface to be painted. If color finish is not designated, the Landscape Architect will select these from standard colors available for materials systems as specified. C. Related work specified elsewhere. 1. Section 05500, Metal Fabrications 2. Section 13120, Pre -Engineered Structures. 1.02 SUBMITTALS A. Provide selection chart and technical data for approval by landscape architect. Include paint analysis and application instructions. 1.03 QUALITY ASSURANCE A. Approved product manfacturers. Pittsburg Cook Pratt & Lambert Olympic Benjamin Moore Sterling Sherwin Williams Glidden 1.04 JOB CONDITIONS A. Do not apply paint when: 1. High wind or dusty conditions. 2. Temperature is below 45' F. 3. In rain, snow, mist or inclement weather. PART 2 - PRODUCTS 2.01 MATERIAL QUALITY A. Provide the best quality grade of the various types of coatings as regularly manufactured by approved paint material manufacturers. Materials not displaying the manufacturer's identification as a standard, best -grade product will not be acceptable. 09900-1 B. Provide undercoat paint produced by the same manufacturer as the finish coats. Use only thinners approved by the paint manufacturer, and use only within recommended limits. C. Paint colors shall be selected by the Park and Recreation Department. Surface treatments and finishes are indicated in the painting schedule, under Execution. . PART 3 - EXECUTION 3.01 PREPARATION A. Surface shall be clean and free of all foreign matter. B. Wood surfaces will be smoothly sanded unless otherwise noted. C. Metal surfaces. -� 1. Remove all corrosive deposits to achieve bright clean surface. 2. Clean galvanized surfaces with naptha. 3.02 MATERIALS PREPARATION A. Mix and prepare painting materials in accordance with manufacturer's directions. B. Store materials not in actual use in tightly covered containers. Maintain containers used in storage, mixing and application of paint in a clean condition, free of foreign materials and residue. C. Stir materials before application to produce a mixture of uniform density, and stir as required during the application of the materials. Do not stir surface film into the materials. Remove the film and if necessary, strain the material before using. 3.03 APPLICATION A. Apply paint in accordance with the manufacturer's directions. Use applicators and techniques best suited for the type of material being applied. B. Apply additional coats when undercoats, stains, or other conditions show through the final coat of paint, until the paint film is of uniform finish, color and appearance. 3.04 CLEAN-UP PROTECTION A. Clean -Up: During the progress of the work, remove from the project daily all discarded paint materials, rubbish, cans, and rags. Upon completion of painting work, clean all window glass and other paint -spattered surfaces. Remove spattered paint by proper methods of washing and scraping, using care not to scratch or otherwise damage finished surfaces. 09900-2 B. Protection: Protect work of other trades, whether to be painted or not, against damage by painting and finishing work. Provide "Wet Paint" signs as required to protect newly painted finishes. 3.05 PAINTING SCHEDULES SURFACE Ferrous or galvanized metal Wood, exterior exposed and protected. STAGE MATERIAL 2prime coats Rust inhibitive Primer 2 finish coats Exterior Semi -gloss alkyd enamel Prime coat Sealer Olympic Semi -Transparent Stain No. 708. Finish Coat Olympic Semi -Transparent Stain No. 708. END OF SECTION 09900-3 SECTION 11510 - PARK EQUIPMENT PART 1 - GENERAL 1.01 DESCRIPTION A. Furnish and supply all labor, equipment, materials, and incidentals necessary to assemble, install and otherwise construct park equipment as listed under products. B. Related Work Specified Elsewhere. 1. General Requirements 01. 2. Section 01640, Substitutions and Product Options. 3. Section 03330, Cast -In -Place Concrete. J 1.02 QUALITY ASSURANCE A. Safety: 1. All equipment shall be free of sharp edges and corners, extremely rough surfaces. 2. All .raised platforms, walks, slides, ramps shall have handrails. 3. Wood shall be pressure treated with a non toxic ' preservative. B. Allowable Tolerances: 1. Wood shall be structurally sound and free of heart centers. 2. Wood shall not be noticeably warped or bowed and shall be free of large checks, splinters and wanes. 3. Metal shall be straight or at design radii or bends, without kinks, being bent, crimps, and shall be true to shape. 4. All metal parts and hardware shall be hot dip galvanized, have electrostatically bonded colors, or have an approved corrosion -resistant coating. 1.03 PRODUCT DELIVERY, STORAGE AND HANDLING A. Protect from inclement weather; wet, damp, extreme heat or cold. B. Store wood in a manner to prevent warpage and/or bowing. C. Keep manufacturers labels and installation instructions. 1.04 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. 11510-1 PART 2 - PRODUCTS 2.01 PARK EQUIPMENT A. General: All equipment and materials shall be new, unused, and the standard product of a manufacturer. B. See schedule on drawings. C. Picnic Tables (8 feet long): 1. Frame fabricated of 2-3/8" O.D. galvanized pipe. 2. All bends to be on a 4-13/16" inside radius. 3. Table top and seat mounting brackets to be 3/16" x 2" x 3-1/2" angle iron. 4. Cross braces to be 1-5/16" O.D. galvanized pipe. 5. One 1-1/2" x 1/2" x 1/8" x 26-1/2" center channel per table. 6. Seat and top boards 2" x 10" x 8' S4S No. 1 southern yellow pine, pressure treated kiln dried before and after treatment. 7. All metal parts hot dipped galvanized after fabrication. 8. Approved product: Iron Mountain Forge - Model 238-8PG. D. 42" x 39" Pedestal Benches: 1. 3" x 4" select heart redwood. 2. Secure via 3/8" x 2-1/2" cadmium plated hex socket lag screws. 3. 4" sq. steel leg with 2-1/2" steel angles for burial in 2'-0" concrete footing. 4. Approved product: Landscape Structures #3916. E. Basketball Goal Post: 1. Single cantilevered post 4-1/2" O.D. galvanized steel pipe with 48" extension. - 2. Approved Product: Quality #411. F. Basketball Backboard and Goal: 1. One piece 12 gauge fanshape steel with 1-1/2" flanged edges. 2. Braced with steel channels. 3. Heavy duty goal with double ring and double brace with galvanized chain net. 4. Approved product: Quality No. 6435. G. Square Picnic Table With Benches: 1. 3" x 4" clear -all -heart -redwood with clear-stain/sealer. 2. 4' x 4' square top. 3. 4 backless benches. 4. 4" square structural steel center post with 3/16" wall thickness. 11510-2 5. 3" Dia. steel crossarms with 0.154" wall thickness. 6. 1-1/2" x 2-1/2" rectangular underseat supports. 7. Metal surfaces to have electrostatic powder coating 3-5 mis. thick, Color: Black. 8. Approved Product: Victor Stanley #CP-4. H. Wood Playstructure: 1. Wood items shall be heart Redwood, free of heart center. 2. Powder coated parts shall be finished with a dark brown polyester powder at least 3 mils thick. 3. Tendertuff® coated parts shall be a baked dark brown matte finish and at least 100 mils thick. 4. Tire swing hangers shall be the ball and socket type with a grease fitting and powder coated. 5. All swing beams shall be constructed with a beam consisting of a 5" x 3/16" galvanized steel plate running the entire length of the swing, sandwiched between two 3" x 6" timbers. 6. Climbing chain shall be 3/8" cadmium plated and coated with Tendertuff®. 7. Swing chain shall be 5/0 cadmium plated and coated with Tendertuff®. 8. Tires shall be clean, high tread, fabric belted and coated with a clear epoxy sealer. 9. Slides shall be constructed of a continuous 16 gauge stainless steel bedway riveted to 1" x 4"-"D" shaped side rails. Safety guard rails shall be formed from pipe and attached directly to the slide side rails. The slide shall be supported by a timber base. 10. Approved manufacturer: Landscape Structures. I. Softball Backstop: 1. Size: Front opening height, 13'-0",,Front opening width, 20'-6", Back panel and wings, 8'-6"x 10', Hood overhang, 6'-0". 2. Vertical posts - 2-3/8" O.D. galvanized pipe. 3. Horizontal Rails: Top 1-7/8" O.D.; Middle and bottom 1-5/8" O.D. galvanized pipe. 4. Chain Link Fabric: 2" Mesh, galvanized after weaving; 11 ga. on hood; 9 ga. on panels and wings. 5. Tension Bars: 1/4" x 3/4" galvanized steel, 2 per panel with tension bands 15" O.C. 6. All welded fittings, hot dipped galvanized after fabrication. Attach to pipe with 5/8" set screws. 7. Approved Product: Miracle # 341-333. PART 3 - EXECUTION 3.01 INSTALLATION A. Fasteners: All nuts and bolts shall be upset to prevent disassembly. 11510 -3 B. Footings: All concrete footings shall be in the subgrade, below the sand play surface. C. Manufacturers_ Installation Instructions: The Contractor shall follow the manufacturers installation instructions unless otherwise stated. END OF SECTION 11510-4 VENDORS LIST 1. Environmental Marketing/Southwest 5207 McKinney Avenue Dallas, Texas 75205 (214/528-6268) Products: LANDSCAPE STRUCTURES 2. Diversified Recreation of Arkansas, Inc. P. 0. Box 5433, Brady Station Little Rock, Arkansas 72211 (501/225-9191) Products: KOPPERS IRON MOUNTAIN FORGE 3. Vaughan and Associates, Inc. 1225 Round Table Dr. 1 Dallas, Texas 75247 (214/631-1310) f Products: QUALITY 4. Paul E. Allen Co., Inc.. P. 0. Box 22643 Houston, Texas 77027 (713/782-8693) Products: VICTOR-STANLEY 5. Carter -Day Co. 2415 Cold Springs Rd. Fort Worth, Texas (817/624-7263) Products: Custom Metal Fabrications 11510-5 SECTION 13120 - PREENGINEERED STRUCTURES PART 1 - GENERAL 1.01 SCOPE OF WORK A. .Furnish and supply all labor, equipment, materials, and inciden- tals necessary to construct hexagonal park shelter. B. Related work specified elsewhere 1. Section 01000, General Requirements 2. Section 02518, Interlocking Concrete Pavers 3. Section 09900, Painting. 1.02 QUALITY CONTROL A. All materials shall be new and unused, and conform to all stan- dards as specified. B. Manufacture of the structural glued laminated timber shall conform to the manufacturing requirements of the American Institute of Timber Construction Standards, AITC 100, and standard specifications for Structural Glued Laminated Timber, AITC 117. C. In accordance with PS-56-73 Voluntary Product Standard for Structural Glued Laminated Timber, and the AITC Inspection Manual, AITC 200. A Certificate of Conformance to these standards shall be furnished and the AITC quality mark shall appear on all laminated members. l D. Contractor shall be responsible for defects in equipment due to ! faulty materials or manufacturing or damage or loss. 1.03 PRODUCT DELIVERY AND STORAGE A. Keep materials dry during delivery and storage, protect against exposure to weather and contact with damp or wet surfaces. Stack lumber, providing air circulation within stack. B. Use non -marring slings when handling laminated members. PART 2.- PRODUCTS 2.01 MATERIALS A. Park shelter shall be Magnolia Model (Modified)-14' overall span (eave to eave) manufactured by The Koppers Co. 1. Laminating Lumber shall be kiln dried southern yellow pine stress graded to meet the requirements of standard specifi- cations for Structural Glued Laminated Timber, AITC 117. 13120-1 1 2. Adhesives shall be waterproof conforming to ASTM D 2559-70. 3. Fascia - 1" x 6" redwood or western red cedar. 4. Roofing - 1 layer 15# felt, fibreglass shingles, Johns - Manville, "The Woodlands", Shakwood Blend, 300#. 5. Columns - steel, 5" x 5" square, 3/16" thick. PART 3 - EXECUTION 3.01 INSTALLATION A. Fabricator shall furnish complete shop drawings showing details necessary for construction. B. Contractor to install according to manufacturer's instructions. C. Top of concrete footings to be not less than 5-1/2" below finish grade to allow for sand setting bed and concrete pavers as per Section 02518. D. Stain all exposed wood surfaces with Olympic Semi-Transparant Stain No. 708 as per Section 09900. E. Paint all metal surfaces as per Section 09900. Color: Boston Oxford Brown. END OF SECTION 13120-2 CERTIFICATE OF INSURANCE y TO; Date Ad y 17 Ir p j i / l ,7 CITY OF FORT WORTH Project No. o949b ' O 7�el- //�d� TEXAS Type of yy���2/, SO /^ s4// 0� Project 9lyM// a/✓/e. 1 THIS IS TO CERTIFY THAT /%/✓0 le/e, A-1 ��Jfi ✓e,74.s_ IArr (/ (Name and Address of Ass`ured) " fib, yX ;7,- � is, as the date of this certificate, insured by this Company with respect i 41"' to the business operations hereinafter described, for the type of Insurance and in accordance with the provisions of the standard policies used by this Company, and further hereinafter described. Exceptions to standard policy noted on reverse side hereof. TYPE OF INSURANCE Policy No. Effective Expires Limits of Liability Workers' Compensation 18-0076808206 7-9-82 7-9-83 $100,000.00 Public 1 Person $ 500,000.00 Liability 1CC 17-9250 7-9-82 7-9-83 1 Accident$ 500,000.00 Contingent 1 Person $ 500,000.00 Liability 1CC 179250 7-9-82 7-9-83 1 Accident$ 500,000.00 Property '- Damage 1CC 179250 7-9-82 7-9-83 $250,000.00 Builder's Risk B. I. Ea. Person/P.D. Automobile ICC 179250 7-9-82 7-9-83 500,000 Fa. Acc:/ $100,000 xOtherUMBRELLA MU 7529 12-10-82 12-10-83 $1.000,000 The foregoing Policies (do) (}1,pXXW)0 cover all sub -contractors. Locations Covered: VAN ZANDT-GUINN SCHOOL PARK Descriptions of Operations Covered: CONSTRUCTTON & INSTATS,ATION OF PARK IMPROVEMENTS The above policies, either in the body thereof or by appropriate endorse- ment, provide that they may not be changed or cancelled by the insurer in less than five days after the insured has received written notice of such change or cancellation. When applicable local laws or regulations require more than five days' actual notice of change or cancellation to the assured, the above policies contain such special requirements, either in the body thereof or by appro- priate endorsement thereto attached. UT-TITED STATES FIDELITY & GUARANTY CO. *THE REPUBLIC INSURANCE COMPANY (Name of Insurer) P. 0. BOX 1138 RAALLT MORE, MARYLAND Z23 By A_�T?`I_M. PIEKSTM, Title ATTORNEY -IN -FACT F-1 I PERFORMANCE BOND :i THE STATE OF TEXAS 3 COUNTY OF TARRANT 5 KNOW ALL MEN BY THESE PRESENTS: That we (1) / ,%, //'O leX, (2) COrfj. of /e -.[.J hereinafter called Principal, and (3) UNITE➢ STATES FIDFLTTY AND GUARANTY COPaDANY , a corporation organized and existing under the laws of the State and fully authorized to transact business in of Maryland / the State of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and existing under the laws of the /State of Texas, hereinafter called Owner, in the penal sum of: /i�/u ✓�Jr 7�o d,�a n.✓'e ie- /"/dn �iEA/7h ,-6 ei Cl, /,/ %Zo o ($ .J9 f-,V.'go ) Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly to be made, we hereby bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the day of Ra1w , A.D. 19 c . , a copy of which is hereto attached and made a part hereof, for the construction of: 1 i designated as Project Number p70 D %Y'% a copy of which contract is hereto attached, referred to, and made a part hereof as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred to as the "work". CERTIFIED COPY GENERAL POWER OF ATTORNEY 59395 No...... .....I ............................. Know all Men by these Presents: That UNITED STATES FIDELITY AND GUARANTY COMPANY, a corporation organized and existing under the laws of the State of Maryland, and having its principal office at the City of Baltimore, in the State of Maryland, does hereby constitute and appoint Annie M. Pinkston of the City of Fort Worth , State of Texas its true and lawful attorney in and for the State of Texas for the following purposes, to wit: To sign its name as surety to, and to execute, seal and acknowledge any and all bonds, and to respectively do and perform any and all acts and things set forth in the resolution of the Board of Directors of the said UNITED STATES FIDELITY AND GUARANTY COMPANY, a certified copy of which is hereto annexed and made a part of this PowerofAttorney; and the said UNITED STATES FIDELITY AND GUARANTY COMPANY, through as, its Board of Directors, hereby ratifies and confirms all and whatsoever the said Annie M. Pinkston may lawfully do in the premise, by virtue of these preeenta. In Witness Whemaj, the said UNITED STATES FIDELITY AND GUARANTY COMPANY has caused this instrument to he sealed with its corporate seal, duly attested by the signatures of its Vfce-President and Assistant Secretary, this 2nd day of March , A D. 1979 UNITED SPATES FIDELITY AND GUARANTY COMPANY. Robert E. DeNike (signed) By.— . ................................................... Yfca-President (SE') Michael B. Casey (Signed)....................................................... Assistant Secretary. STATE OF MARYLAND, ) BALTIMORE On this 2nd day of March , A. D. 19T9 , before me personally came Robert E. DeNike Vice -President, of the UNITED STATES FIDELITY AND GUARANTY COMPANY and Michael B. Casey , Assistant Secretary of said Company, with both of whom I am personally acquainted, who being by me severally duly sw orn, said that they, the said R o b e rt E . D e N i k e and Michael B. Casey were respectively the Vice -President and the Assistant Secretary of the said UNITED STATES FIDELITY AND GUARANTY COMPANY, the corporation described in and which executed the foregoing Power of Attorney; that they each knew the seal of said corporation; that the sea] affixed to said Power of Attorney was such corporate seal, that it was so fixed by order of the Board of Directors of said corporation, and that they signed their names thereto by like order as Vice -President and Assistant Secretary, respectively, of the Company. My commission expires the first day in July, A. D. 19..82... (SEAL) (Signed) Margaret M. Hurst ............................................ Notary Public. STATE OF MARYLAND BALTIMORE CITY, Jet. I William Allen Clerk of the Superior Court of Baltimore City, which Court is a Court of Record, and has a seal, do hereby certify that Margaret M. Hurst Esquire, before whom the annexed affidavits were made, and who has thereto subscribed his name, was at the time of so doing a Notary Public of the State of Maryland, in and for the City of Baltimore, duly comrtdssioned and sworn and authorized by law to administer oaths and take acknowledgments, or proof of deeds to be recorded therein. I further certify that I am acquainted with the handwriting of the said Notary, and verily believe the signature to be his genuine signature. In Testimony Whereo/, I hereto act my hand and affix the we! of the Superior Court of Baltimore City, the same being a Court of Record, this 2nd day of March , A. D. 19 William Allen (SEAL) (Signed) .. ...... ........ I ... I ... ..................... I.............. Clerk of :.he Superior Court of Baltimore City. FS 3 (6-77) COPY OF RESOLUTION That Whereas, it is necessary for the effectual transaction of business that this Company appoint agents and attorneys with power and authority to act for it and in its name in States other than Maryland, and in the Territories of the United States and in the Provinces of the Dominion of Canada and in the Colony of Newfoundland. Therefore, be it Resolved, that this Company do, and it hereby does, authorize and empower its President or either of its Vice. Presidents in conjunction with its Secretary or one of its Assistant Secretaries, under its corporate seal, to appoint any person or persons as attorney or attorneys -in -fact. or agent or agents of said Company, in its name and as its act, to execute and deliver any and all con- tracts guaranteeing the fidelity of persons holding positions of public or private trust, guaranteeing the performances of contracts other than insurance policies and executing or guaranteeing bonds and undertakings, required or permitted in all actions or proceedings, or by law allowed, and Also, in its name and as its attorney or attorneys -in -fact, or agent or agents to execute and guarantee the conditions of any and all bonds, recognizances, obligations, stipulations, undertakings or anything in the nature of either of the same, which are or may by law, municipal or otherwise, or by any Statute of the United States or of any State or Territoy of the United States or of the Provinces of the Dominion of Canada or of the Colony of Newfoundland, or by the rules, regulations, orders, customs, practice or discretion of any board, body, organization, office or officer, local, municipal or otherwise, be allowed, required or permitted to be executed, made, taken, given, tendered, accepted, filed or recorded for the security or protection of, by or for any person or persons, corporation, body, office, interest, municipality or other association or organization whatsoever, in any and all capacities whatsover, conditioned for the doing or not doing of anything or any conditions which may be provided for in any such bond, recognizance, obligation, stipnlaLon, or undertaking, or anything in the nature of either of the same. I, Theodore G. Parks , an Assistant Secretary of the UNITED STATES FIDELITY AND GUARANTY COMPANY, do hereby certify that the foregoing is a full, true and correct copy of the original power of attorney given by said Company to Annie M. Pinkston of Fort Worth, Texas , authorizing and empowering her to sign bonds as therein set fortb, which power of attorney has never been revoked and is still in full force and effect. And I do further certify that said Power of Attorney was given in pursuance of a resolution adopted at a regular meeting of the Board of Directors of said .Company, duly called and held at the office of the Company in the City of Baltimore, on the llth day of July, 1910, at which meeting a quorum of the Board of Directors was present, and that the foregoing is a true and correct copy of said resolution, and the whole thereof as recorded in the minutes of said meeting. In Testimony Whereof, I have hereunto setmy hand and the seal of the UNITED STATES FIDELITY AND GUARANTY COMPANY on MAY 17, 1983 (Date) ��f�. ............. ......................... ....................... Assistant Secretary. PAYMENT BOND THE STATE OF TEXAS 4 - COUNTY OF TARRANT 5 KNOW ALL MEN BY THESE PRESENTS: That we (1) l%GjtOple IfOhSIf06 J'/C, a (2) Z10 of �Y4 hereinafter called Principal, and (3) UNITED.STATES FIDELITY AND GUARANTY COMPANY , a corporation organized and existing under the laws of the State /and fully authorized to transact business in the of Maryland State of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called Owner, and unto all persons, firms, and corporations who may furnish materials for, or perform labor upon, the building or improvements hereinafter referred to in the penal sum of: ($ -o ) Dollars in Iawful money of the United States, to be paid i in Fort Worth, Tarrant County, Texas, for the payment of which sum well and \ truly to be made, we bind ourselves, our heirs, executors, administrators j and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the �� day of %( A.D., 19 6.�, a copy of which is hereto attached and made a part hereof, for/the construction of: designated as Project Number o?o6-07�-1 If, a copy of which contract is hereto attached, referred to, and made a part hereof as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred to as the "work". NOW THEREFORE, if the Principal shall well, truly and faithfully perform the work in accordance with the plans, specifications, and contract documents during the original term thereof, and any extensions thereof which may be granted by the Owner, with or without notice to the Surety, and if he shall satisfy all claims and demands incurred under such con- tract, and shall fully indemnify and save harmless the Owner from all costs and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and expense which the Owner may incur in making good any default, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in Tarrant County, State of Texas. - AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any wise affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifications. IN WITNESS WHEREOF, this instrument is executed each one of which shall be deeryryte�d an original, th' t 401 , A.D., 19 JV3 ATTEST: O ,/�Q✓{�� � •� (Principal) Secretary (S E A L) (Address) ATTEST: (Surety) Secretary (S E A L) dwtf �, j Al� " Wi es as -to (irety D J ANAP. LAEW By: /� I `w iI04A2a--�, in six counterparts e /7 day of CIPAL 4 %0D, ��X roao/y Address Cis / dam!, 9 7&/05 UNITED STATES FIDELITY AND GUARANTY COMPANY Surety By:�'z+ (Attorney -in -fact) (5) AI•]NIE M. PINKSTON NOTE: Date of Bond must not be prior to date of Contract (1) Correct name of Contractor (2) A Corporation, a Partnership or an Individual, as case may be (3) Correct name of Surety (4) If Contractor is Partnership all Partners should execute bond (5) A true copy of Power of Attorney shall be attached to bond by Attorney -in -Fact. y NOW, THEREFORE, the condition of this obligation is such that, if the Principal shall promptly make payment to all claimants as defined in Article 5160 of the Revised Civil Statutes of Texas, supplying labor and materials in the prosecution of the work provided for in said Contract, then this obligation shall be null and void, otherwise it shall remain in full force and effect. THIS BOND IS MADE AND ENTERED into solely for the protection of all claimants supplying -labor and material in the prosecution of the work provided for in said Contract, as claimants are defined in said Article 5160, and all such claimants shall have a direct right of action under the bond as provided in Article 5160 of the Revised Civil Statutes. PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in Tarrant County, State of Texas, and that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any wise affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifi- cations. PROVIDED FURTHER,' that no final settlement between the Owner and the Contractor shall abridge the right of any beneficiary hereunder whose claim may be unsatisfied. IN WITNESS WHEREOF, this instrument is executed in six counterparts, each one of shall be deemed an original is the /.,7 1-doy of _which �ceN A.D., 7 19 dV. � o � GEC" � i/3.G�"�✓e/°iS ATTEST: l (Principal) Secretary (S E A L) Witness as to Principal Address ATTEST: (Surety) Secretary (S E A L",flw� WItfte s as to Su DEI J ANA P. ATy PAA. BOX 7214, FORT WORTH, TEXAS Address 76111-0214 By: _ V/c t_ Pecs, ' Address UNITED STATES FIDELITY AND GUARANTY COMPANY Surety By: ^INIEnN2y P*,:M?S�I't01k ) P. 0. BOX 1138 BALTIMORE, MARYLAND Address 21203 NOTE: Date of Bond must not be prior to date of Contract (1) Correct name of Contractor (2) A Corporation, a Partnership or an Individual, as case may be (3) Correct name of Surety (4) If Contractor is Partnership all Partners should execute bond (5) A true copy of Power of Attorney shall be attached to bond by Attorney -in Fact. CITY OF FORT WORTH, TEXAS CONSTRUCTION CONTRACT STATE OF TEXAS 5 KNOW ALL MEN BY THESE PRESENTS: COUNTY OF TARRANT 4 --11 THIS AGREEMENT, made and entered into this � of (,!/�Q , 1983, by and between the CITY OF FORT WORTH, a municipal cor orfation of Tarrant County, Texas, organized and existing under and by virtue of a special charter adopted by the qualified voters within said City on the j llth day of December, A.D. 1924, under the authority vested in said voters by the "Home Rule" provision of the Constitution of Texas, and in accor- dance with a resolution duly passed at a regular meeting of the City Council of said City, and the City /f Fort orth/ bein�y hereafter termed Owner, and /yPfi-o AV /nY � ST-r✓C7dr-r hereinafter called Contractor. WITNESSETH: That said parties have agreed as follows: That for and in consideration of the payments and agreements herein- after mentioned to be made and performed by the Owner, and under the conditions expressed in the performance and payment bonds delivered here- with, the said Contractor as an independent contractor agrees with the said Owner to commence and complete the constructi n of cerr ai improvements d'e�scrib€� as follows • �m s �., �/ /Oa f� � O� � � //,vJ�o✓e- Y�n .Edit, _.i J / ro moo. 2. That the work herein contemplated shall consist of furnishing as an independent contractor all labor, tools, appliances and materials necessary for the construction and completion of said project in accordance with the Plans and Specifications and Contract Documents adopted by the City Council of the City of Fort Worth. w4i44 ni _—` _L.n _ny QWILraet �^^•,NGa.LS —trtt :tc�e�u tii-caccaw, �—a ,, .],. � F t,:e l` ... ;�. l .- 3. The Contractor hereby agrees and binds himself to commence the con- struction of said work within ten (10) days after being notified in writing to do so by the Transportation/Public Works Director of the City of Fort Worth. C-1 4. The Contractor hereby agrees to prosecute said work with reasonable diligence after the commencement thereof and to fully complete and finish the same ready for the inspection and approval of the Transportation/Public Works Director of the City of Fort orth a the City Council of the City of Fort Worth within a period of �✓ (j/�'f working days. If the Contractor should fail to complete the work as set forth in the Plans and Specifications and Contract Documents within the time so stipula- ted, plus any additional time allowed as provided in the General Condi- tions, there shall be deducted from any monies due or which may thereafter become due him, the sum of $ J_r 00 per working day, not as a penalty but as liquidated damagesii. Should the amount otherwise due the Contractor be less than the amount of such ascertained and liquidated damages, the Contractor and his Surety shall be liable to the Owner for such deficiency. 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 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 Owner shall exceed the con- tract price or prices set forth in the said Plans and Specifications and Contract Documents made a part hereof, the Contractor shall pay said Owner on demand in writing, setting forth and specifying an itemized statement of the total cost thereof, said excess cost. 5. The Contractor agrees to fully indemnify, save harmless and defend the Owner, its officers and employees from and against any and all costs or damages arising out of any real or asserted claim or cause of action against it or them of whatsoever kind or character and in addition from and against any and all costs or damages arising out of any wrongs, injuries, demands that may be occasioned by any act, omission, neglect or misconduct of the said Contractor, his agents, servants, employees. And the said Contractor further agrees to comply with all applicable provisions of the laws and building and construction codes of the City of Fort Worth, and the State of Texas, and with any regulations for the protection of workers which may be promulgated by the Government, and shall protect such work with all necessary lights, barriers, safeguards, and warnings as are provided for in said Specifications and the Ordinance and Regulations of said City. Q The Contractor agrees, on the execution of this Contract, and before beginning work, to make, execute and deliver to said City of Fort Worth C-2 good and sufficient surety bonds for the faithful performance of the terms and stipulations of the Contract and for the payment to all claimants for labor and/or materials furnished in the prosecution of the work, such bonds being as provided and required in Article 5160 of the Revised Civil Stat- utes of Texas, as amended, in the form included in the Contract Documents, and such bonds shall be 100 percent of the total contract price, and the said surety shall be a surety company duly and legally authorized to do business in the State of Texas, and acceptable to the City Council of the City of Fort Worth. 7 ,) Said City 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 successful bidder hereto attached and made a part hereof. 2 It is further agreed that the performance of this Contract, either in whole or in part, shall not be sublet or assigned to anyone else by said -`" Contractor without the written consent of the Transportation/Public Works Director of said City of Fort Worth. 9. The Contractor agrees to pay at least the minimum wage per hour for all labor as the same is classified, promulgated and set out by the City of Fort Worth, Texas, a copy of which is attached hereto and made a part J hereof the same as if it were copied verbatim herein. 10. It is mutually agreed and understood that this agreement is made and entered into by the parties hereto with reference to the existing Charter and Ordinances of the City of Fort Worth and the laws of the State of Texas with reference to and governing all matters affecting this Contract, and the Contractor agrees to fully comply with all the provisions of the same. IN WITNESS WHEREOF, the City of Fort Worth has caused this instrument to be signed in triplicate in its name and on its behalf by the City Manager and attested by its Secretary, with the Corporate seal of the City of Fort Worth attached. The Contractor has executed this instrument through its duly authorized officers in three counterparts with its corporate seal attached. C-3 r• � po Done in Fort Worth, Texas, this the day of , A.D. 19 OD. APPROVED: CITY OF FORT WORTH j"iii/By:Trtation/Public Works DirectdE; I&ity Manager ATTEST: City Secretary S E A L APPROVED AS TO FORM AND LEGALITY torn e Date: lb MGTrop Contra _ By: [fix`- + o 1 / f ,60496/4. gQfC ViCC c . Title D / P0. UOX OOo�i t� Ala.ld, 7x�,7 /as Address APPROVED BY CITY COUNCIL C_6r6l/ City Secretary S=I%-e3 Date C-4