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Home My WebLink About025507 - Construction-Related - Contract - Pittman Construction, Inc.� � � SPECIFIC'�"I'�1-.�� ''i�tkT�1Ei11T A1V'D CONTRAC FOR CUMENTS CITY SECRETARY � � J < Rr I ��.,� ��RE�ARy - = ��.-�� --� � �_. ��f� �ip � t,5 L CDMY ,t,t� N ThE Uy�j '•� : �`_: �� ,��` � ��.,.�'`�$�� '` � e/�}/\ /� , '�• ��t�'�y'��Y V 0' V �'Y Y�� - _,��e.�_ ��;;.-� � = s �_ . f � E _•�� ! CONTRACT Np , �� O � , Playground Safety Surfaces At 12 Park Sites PROJECT NAME PROJECT N1J1dZBER D.O.E., No. C 181 /� 11010/080181048010 C 181 /511010/080181048020 C 181 /511010/080181048030 C 181 /511010/0 S 01810 �t 8040 C181/511010/080181048050 C 181 /511010/0801810480b0 C181/511010/080181048070 C 181/511010/080181048080 C 181 /511010/080181048090 C 181 /511010/080181048100 C 181 /511010/08018104812 0 C 181/51101 Q/080181048130 C� Bonnie Brae . . Carter Casino ` Cobb L_ Forest Aarold �� Meadowbrook Northside ROCIC�i'OOa ��" Rosemovt • Sunset Sycamore L � � �. I'' , 1s �, l� I� THE CITY OF FORT WORTH TE�►A5 2764 for all parks KENNETH L. BARR BOB TERRELL MAYOR CITY MANAGER RICHARD ZAVALA, DIRECTOR PARKS AND COMMUNITY SERVICES PARKS AND COMMUNITY SERVICES DEPARTMENT PLANNII�TG AND RESOURCE MANAGEMENT DIVISION FL':��1�'G OF PROJECT BY CITl' OF FORT VVORTH u�I��C�I��, ��C�� °`� �� 'G� �`6 Q� i U Uo UVGC�uuup � ) o � � � J DATE 12/7/99 SUBJECT � J � � � � � Communication REFERENCE NUMBER LOG NAME **C-17770 80PITT PAGE 1 of 2 AWARD OF CONTRACT TO PITTMAN CONSTRUCTION, INC. FOR THE INSTALLATION OF PLAYGROUND SAFETY SURFACING AT MULTIPLE PARK SITES RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contact with Pittman Construction, Inc. in the amount of $193,678.00 for the installation of playground safety surfacing at multiple park sites. DISCUSSION: The 1998 Capital Improvement Program allocated $245,700.00 for the installation of safety surfacing at multiple park sites identified in the 1995 Parks and Community Services Department (PACSD) Play Area Renovation Plan. The park sites identified are Bonnie Brae, Carter, Casino Beach, Cobb, Forest- North, Harrold, Meadowbrook, Northside, Rockwood, Sycamore and Rosemont Parks. On February 9, 1999 (M&C C-17260), the City Council approved award of contract to Oliver Windham, Landscape Architect, in the amount of $36,000.00 for the design and preparation of construction documents. This project was advertised for bid September 23 and 30, 1999. On October 21, 1999, the following bids were received: �j Bidders � .1 Pittman Construction. Inc. AUI General Contractor, Inc. � M.A. Vinson Construction, Inc. Eagleton Construction, Inc. Total Base Bid (Units 1-8) $193,678.00 $208, 858.55 $211,596.00 $286,787.55 � The base bid includes the installation of safety surface material, installation of play equipment provided by PACSD, concrete playground edging, and accessible ramps. Alternate bids were received for Northside, Sycamore and Rosemont Parks to change the safety surface. from the existing pea gravel to 1 wood fiber. Due to funding limitations, the alternate bids are not recommended. It is recommended the base bid, Units 1-8, including Bonnie Brae, Carter, Casino Beach, Cobb, Forest- � North, Harrold, Meadowbrook and Rockwood Parks respectively, in the amount of $193,678.00 be approved for award of contract. The contract time is 75 working days. � Pittman Construction, Inc. is in compliance with the City's M/WBE Ordinance by committing to 16% M/WBE participation on the base bid. The City's goal on this project is 16%. J City of Fort WoYth, Texas �layor and Council � ' � 1 � � � ' � � 1 ' ' � � � � � � � City of Fo�t Worth, Texas Mayor and Council Communication DATE REFERENCE NUMBER LOG NAME PAGE 12/7/99 **C-17770 80PITT 2 of 2 SUBJECT AWARD OF CONTRACT TO PITTMAN CONSTRUCTION, INC. FOR THE ° INSTALLATION OF PLAYGROUND SAFETY SURFACING AT MULTIPLE PARK SITES This project budget shall be as follows: Construction Contract $193,678.00 DOE Construction Admin. /Inspection (5%) $ 9,655.00 PACSD Admin. (0.5%) $ 1,000.00 Change Orders (1 %) $ 2.000.00 Total Construction Budget $206,333.00 � The annual operating impact (AOI) on the General Fund budget beginning Fiscal Year 2000-2001 is as follows: . Site Bonnie Brae Park Carter Park Casino Beach Park Cobb Park Forest Park-North Harrold Park Meadowbrool� Park Rockwood Park Total Council District 4 8 8 9 4 2 FISCAL INFORMATION/CERTIFICATION: AOI $ 330.00 $ 252.00 $ 357.00 $ 348.00 $ 275.00 $ 282.00 $ 202.00 $ 313.00 $2,359.00 The Finance Director certifies that funds are available in the current capital budget, as appropriated, of the Parks and Community Services Improvements Fund. LW: j Submitted for City Manager's Office by: Libby Watson Originating Department Head: Richard Zavala Additional Information Contact: I FUND I ACCOUNT I � (to) 6183 5704 I (from) C181 C181 I C181 � C181 541200 541200 541200 541200 CENTER I AMOUNT 080181048010 $26,310.00 080181048020 $24,395.00 080181048030 $24,400.00 080181048040 $27,146.00 CITYSECRETARY APPROVED 12/7/99 U � D DATE D12/7/99 SUBJECT � � Richard Zavala L�l L�J I�.I � � L�J L�J � L�J � CI C City of Fort Worth, Texas Mayor and Council Communication � REFERENCE NUMBER I LOG NAME PAGE **C-17770 80PITT 3 of 2 AWARD OF CONTRACT TO PITTMAN CONSTRUCTION, INC. FOR THE INSTALLATION OF PLAYGROUND SAFETY SURFACING AT MULTIPLE PARK SITES � C181 541200 080181048050 $23,628.00 � I C181 541200 080181048060 $21,475.00 � � . I C181 541200 080181048070 $20,610.00 � 5704 � C181 541200 080181048090 $25,714.00 � ��, � � � L1 � � � � � � � l�l � [�J � � � � [�f TABLE OF CONTENTS 1. NOTICE TO BIDDERS 2. SPECIAL INSTRUCTIONS TO BIDDERS 3. PROPOSAL 4. CITY OF FORT WORTH M/WBE ENTERPRISE SPECIFICATIONS 5. PREVAILING WAGE RATES 6. FEDERAL WAGE RATES 7. WEATHER TABLE 8. VENDOR COMPLIANCE TO STATE LAW 9. CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION 10. TECHNICAL SPECIFICATIONS DIVISION 1 - GENERAL REQUIItEMENTS SECTION 01010 - Summary of Work SECTION 01035 - Contract Time SECTION 01100 - Alternatives SECTION 01150 - Payment To Contractor SECTION 01300 - Submittals SECTION 01400 - Quality Control SECTION 01410 - Testing SECTION 01500 • Temporary Facilities and Controls SECTION 01640 - Substitntions and Product Options SECTION 01700 - Project Closeout SECTION 01800 - Contractor's Responsibility for Damage Ctaims DIVISION 2 - SITE WORK Section 02100 - Site Preparation Section 02140 — Earthwork Section 02200 — Site Underdrains Section 02537 - Wood Fiber Playground Surfacing Section 02860 - Playground Equipment Section 02930 - Seeding Section 02940 - Turf Sodding DIVISION 3 - CONCRETE Section 03300 - Cast-in-Place Concrete DIVISION 7- THERMAL & MOISTURE PROTECTION Section 07920 - Caulking and Sealants 10. CERTIF'ICATE OF INSURANCE 11. BIDDER'S STATEMENT OF QUALIFICATIONS 12. PERFORMANCE BOND 13. PAY:�IENT BOND 14. MAil�'TENA1rTCE BOND 15. CONTRACT � � � � NOTICE TO BlDDERS Sealed Proposals for the #ollowing: Playground Safety Surface at 12 Park Sites D.O.E. Number 2764 � Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas, will be received at the Purchasing Division Office until 1:30 PM Thursdav October 21.1999 and then publicly opened and read aloud at 2:00 p.m. in Council Chambers 2"d floor — N. E. � corner of City Hall. Plans, Specifications and Contract Documents for this project may be obtained at the Park Planning section, Parks and Community Services Department, 4200 South Freeway, Suite 2200, Fort Worth, Texas 76115-1499. Documents will be � provided to prospective bidders for a deposit of $50 per set; deposits shall be made in the form of a check or money order. The deposit will be refunded if the document is � returned in good condition within ten days after bids are opened. These documents contain additional information for prospective bidders. � All Bidders will be required to comply with Provision 5159a of "Vernon's Annotated Civil Statutes" of the State of Texas with respect to the payment of the prevailing wage rates, and City Ordinance No. 7278, as amended by City Ordinance No. 7400 (Fort Worth City � Code, Section 13-A-21 through 13-A-29) prohibiting discrimination in employment practices. 1�, � � �J l� � In accord with City of Fort Worth Ordinance No. 13471, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the M/WBE office or from the Office of the City Secretary In addition, the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM, and/or the GOOD FAITH EFFORT FORM ("Documentation") must be received no I�ter than S:OU P.M., five city business days after the bid opening date, exclusive of the bid opening date. The bidder shall submit documentation at the reception area of the Department of Engineering, 2"d floor, City Hall, and shall obtain a receipt. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall render the bid non-responsive. The following list is provided to assist bidders in obtaining the services of M/WBE vendors qualified to provide such services/materials for this project. A(isting of qualified M/WBE vendors may be obtained at the City of Fort Worth M/WBE office, 3rd floor City Hall. (� Senriceslmaterials for this qroiect are as follows: u demolition/site prep , clearing/grubbing grading/earthwork subgrade drainage � concrete steel rebar playground equipment installation site furnishings seeding sodding I�I � �'� LJ � � � �� ,J !�J � I`�� l�� j The City's minimum MNVBE goal on this project is 16% of the totai dollar value of this contract. The City will award one contract with a combination of base bids and/or alternates which is most advantageous to the City. A pre-bid conference will be held with prospective bidders at the Parks and Community Services Offices in conference room #1 at 1 PM, October 6, 1999. The pre-bid is non- mandatory, however, representation is part of the good faith effort in meeting the requirements of the M/WBE Ordinance. The City reserves the right to reject any or all bids and waive any or all formalities. AWARD OF CONTRACT: No bid may be withdrawn until the expiration of 49 days from the day bids are opened. The award of contract, if made, will be within 49 days after the opening of bids, but in no case will the award be made until all necessary investigations are made as to the responsibility of the bidder to whom the contract will be awarded. RICHARD ZAVALA, JR., DIRECTOR PARKS AND COMMUNITY SERVICES DEPARTMENT By: � f/I�-� Robert Rodriguez Landsc°�pe Ar�tect (817) 871-5734 Advertising Dates: September 23, 1999 September 30, 1999 BOB TERRELL CITY MANAGER GLORIA PEARSON CITY SECRETARY � � � � � �! � l� � I!�l � � � �� LJ �� SPECIAL INSTRUCTIONS TO BIDDERS 1. BID SECURITY: Cashier's check or an acceptable bidder's bond payable to the City of Fort Worth, in an amount of not less than 5 percent of the largest possible total of the bid submitted must accompany the bid, and is subject to forfeit in the event the successful bidder fails to execute the contract documents within ten days after the contract has been awarded. To be an acceptable surety on the bond, (1) the name of the surety shall be included on the current U.S. Treasury, or (2) the surety must have capital and surplus equal to ten times the limit of the bond. The surety must be licensed to do business in the state of Texas. The amount of the bond shall not exceed the amount shown on the treasury list or one-tenth the total capital and surplus. 2. PROPOSAL: After proposals have been opened and read aloud, the proposals will be tabulated on the basis of the quoted prices, the quantities shown in the proposal, and the application of such formulas or other methods of bringing items to a common basis as may be established in the Contract Documents. The total obta.ined by taking the sum of the products of unit prices quoted and the estimated quantities plus any lump sum items and such other quoted amounts as may enter into the cost of the completed pioject will be considered as the amount of the bid. Until the award of the contract is made by the Owner, the right will be reserved to reject any or all proposals and waive technicalities, to re-advertise for new proposals, or to proceed with the «�ork in any manner as maybe considered for the best interest of the Owner. The quantities of work and materials to be furnished as may be listed in the proposal forms or other parts of the Contract Documents will be considered as apvroximate only arid will be used for the purpose of comparing bids on a uniform basis. Payment will be made to the Contractor for only the actual quantities of work performed or materials furnished in strict accordance with the Contract Documents and Plans. The quantities of work to be performed and materials to be furnished may be increased or decreased as hereinafter provided, without in any way invalidating the unit prices bid or any other requirements of the Contract Documents. 3. ADDENDA: Bidders are responsible for obtaining all addenda to the Contract Documents prior to the bid receipt. Information regarding the sta.tus of addenda may be obtained by contacting Parks and Community Services Department telephone number indicated in the Notice to Bidders. Bids that do not acknowledge all applicable addenda may be rejected as non-responsive. (See Item G in the Proposal.) 4. AWARD OF CONTRACT: The Contract may not necessarily be awarded to the lowest bidder of the Base Bid. The City Engineer shall evaluate and recommend to the City Council the best bid based on the combined benefits of total bid price and number of contract days allotted, as specified in the Proposal, and which is considered to be in the best interest of the City. CDF('T41 TNCTRi Tf Tif11�C T(1 RTTITIFRC �1 � � Regardless of the Alternative chosen, the Contractor agrees to complete the Contract within the allotted number of days. If the Contractor fails to complete the work within the number of days specified in the Construction Documents, liquidated damages sha11 be � charged as outlined in General Provisions, Item 8.6 Failure to Complete Work on Time, found in the St2ndard Specifications for Street and Storm Drain Construction of the City of Fort Worth, Texas. � � � �� J �� r� L� 5. PAYNIENT. PERFORMANCE AND MAINTENANCE BOND: The successful bidder entering into a contract for the work will be required to give the City surety in a sum equal to the amount of the contract awarded. The successful bidder shall be required to furnish bonding as applicable in a sum equal to the amount of the contract awarded. The form of the bond shali be as herein provided and the surety shall be acceptable to the City. All bonds furnished hereunder shall meet the requirements of Chapter 2254 of the Texas Government Code, as amended. � A. If the total contract price is $25,000 or less, payment to the contractor shall be made in one lump sum. Payment shall not be made for a period of 45 calendar days from the date the work has been completed and accepted by the City. B. If the contract amount is in excess of $25,000, a Payment Bond shall be executed, in the amount of the contract, solely for the protection of all claimants supplying labor and material in the prosecution of the work. C. If the contract amount is in excess of $100,000, a Performance Bond shall be e�ecuted, in the amount of the contract conditioned on the faithful performance of the work in accordance with the plans, specifications, and contract documents. Said bond shall solely be for the protection of the City of Fort Worth. Maintenance Bond shall be required for all Parks and Community Services Department projects to insure the prompt, full and faithful perFormance of the general guarantee as set forth in Division 1, Section 01700-Project Closeout, Item 1.02. In order for a surety to be acceptable to the City, (1) the name of the surety shall be included on the current U.S. Treasury List of Acceptable Sureties [Circular 870], or (2) the surety must have capital and surplus equal to ten times the amount of the bond. The surety must be licensed to business in the state of Texas. The amount of the bond shall not exceed the amount shown on the Treasury list or 1/lOth of the total capital and surplus. If reinsurance is required, the company writing the reinsurance must be authorized, accredited or trusted to do business in Texas. No sureties will be accepted by the City which are at the time in default or delinquent on any bonds or which are interested in any litigation against the City. Should any surety on the contract be determined unsatisfactory at any time by the City, notice will be given to the contractor to that effect and the contractor shall immediately provide a new surety satisfactory to the City . 6. LIOUIDATED DAMAGES: The Contractor's attention is called to Part 1- General � Provisions, Item 8, Paragraph 8.6, Standard Snecifications for Street and Storm Drain Construction of the City of Fort Worth, Texas, concerning liquidated damages for late completion of projects. L'�J CPF('TAT TNCTRTiC'Ti(lNC T(1 RTTITIFRC 2 � �� J � 7 EMPLOYMENT: All bidders will be required to comply with City Ordinance No. 7278 as amended by City Ordinance No. 7400 (Fort Worth City Code Section 13-A-21 through 13-A-29) prohibiting discrimination in employment practices. 8 WAGE RATES: All bidders will be required to comply with provision 5159a of "Vernons Annotated Civil Statutes" of the State of Texas with respect to the payment of prevailing wage rates as established by the City of Fort Worth, Te�s, and set forth in Contract Documents for this project. Disregard if Federal Wage Rates are applicable to this project. 9. FINANCIAL STATEMENT: A current certified financial statement may be required by the Department of Engineering Director for use by the CITY OF FORT WORTH in determining the successful bidder. This statement, if required, is to be prepared by an independent Public Accountant holding a valid permit issued by an appropriate State Licensing Agency. 10. INSURANCE: Within ten days of receipt of notice of award of contract, the Contractor must provide, along w�ith executed contract documents and appropriate bonds, proof of insurance for Workers Compensation and Comprehensive General Liability (Bodily Injury) -$250,000 each person, $SOO,OQO each occurrence; Property Damage -$300,000 each occurrence. The City reserves the right to request any other insurance coverages as may be required by each individual project. For worker's compensation insurance requirements, see Special Instructions to Bidders - Item 16. 11. NON-RESIDENT BIDDERS: Pursuant to Article 601 g, Texas Revised Civil Statutes, the City of Fort Worth will not award this contract to a non-resident bidder unless the non-resident's hid is lower than the lawest bid submitted hy a responsible Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a non-resident bidder to obtain a comparable contract in the state in which the non- re�ident's principa] place of business is located. "Non-resident bidder" means a bidder whase principal place of business is not in � this state, but excludes a contractor whose ultimate parent company of majority owner has its principal place af husiness in this state. �L� !d! C,I � � �7 "Texas resident bidder" means a bidder whose principal place of business is in this state, and includes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. This provision does nat apply if this contract involved federal funds. The appropriate blanks of the Proposal must be filled out by all non-resident bidders in order for its bid to meet specifications. The failure of a non-resident contractor to do so will automatically disqualify that bidder. 12. MINORITY/WOMEN BUSINESS ENTERPRISE:. In accordance with City of Fort Worth Ordinance No. 11923 as amended by Ordinance No. 13471, the City of Fort Worth has goals for the participation of minority business enterprises and women CPF('i4T TUCTRiIf TT(1T�TC T(1 RTTITIFRC 3 � lJ � � � � � � � � � � �� business enterprises in City contracts. You may obtain a copy of the Ordinance from the Office of the City Secretary. . The M/WBE Utilization Form, Prime Contractor Waiver Form and the Good Faith Effort Form, as applicable, must be submitted no later than five (5) City business days after the bid opening date, exclusive of the bid opening date. The bidder shall submit the documentation at the reception area of the Department of Engineering ("Managing Department"), 2nd floor, City Hall, and shall obtain a receipt. Failure to comply shall render your bid non-responsive. Upon contract execution between the City of Fort Worth and the successful bidder, now known as Contractor, a pre-construction meeting will be scheduled at which time the Contractor is required to submit either Letters of Intent or executed agreements with the M/WBE firm(s) to be utilized on this project. Such Letters of Intent or executed agreements shall include the following information: 1. Name of Contract 2. Name of M/WBE firm utilized 3. Scope of Work to be performed by the M/WBE firm 4. Monetary amount of work to be performed by the M/WBE firm 5. Signatures of all parties A notice to proceed well not be issued until the signed letter(s) or executed agreement(s) have been received. Throughout the duration of this project, the City of Fort Worth is requiring that the Contractor continue to adhere to the M/WBE Ordinance by complying with the follo��ing procedures: • A M/WBE Participation Reoort Form must be submitted monthly until the contract is completed. The first report w711 be due 30 days after commencement of work. The monthly report MUST have an original signature to ensure accounta.bility for audit purposes. • Reports are to be submitted monthly to the M/WBE Office, regardless of whether or � not the NL'WBE firm has been utilized. If there was no activity by an M/WBE in a particular month, place a"0" or "no participation" in the spaces provided, and provide a brief explanation. � f�' 1� � � • The Contractor shall provide the M/WBE Office proof of navment to the M,�WBE subcontractors and suppliers only. The M/WBE Office will accept the following as proof of payment: 1. Copies of submitted invoices with front and back copies of canceled check(s), OR 2. A notarized letter eYplaining, in detail: a Subcontractor/supplier Scope of Worl: b. Date when services were received from subcontractor/supplier c. Amounts paid to the subcontractor/supplier CPF'('T4T TNCTRT T(`Ti(lNC T(1 RTT1Tl�'RC � u � � C+�! � � � � � � L�J � � �L� !e! �� d. Ori�inal si�natures from both parties must be included on this letter. • If the Contractor foresees a problem with submitting participation reports and/or proof of payment on a monthly basis, the M/WBE Office should be notified. If the Contractor wishes to change or delete an MJWBE subcontractor or supplier, adhere to the following: 1. Immediately submit a Request %r Apnroval of Change Form to the M/WBE Office explaining the request for the change or deletion. 2. If the change affects the committed MJWBE participarion gaal, state clearly how and why in documentation. a. All requests for changes must be reviewed and pre-approved by the MiWBE Office. b. If the Contractor makes change(s) prior to approval, the change will not be considered when performing a post compliance review on this project. • Upon the Contractor's successful completion of this project, and within ten days after receipt of final payment from the City of Fort Worth, The Contractor will provide the M/WBE O�ce with a Final Participation Re�ort Form to reflect the tota.l participation from ALL subcontractors/suppliers utilized on the project. • All forms are available at the M/WBE Office, 3rd floor - City Hall. For additional information regarding compliance to the M/WBE Ordinance, call (817) 871-6104. Upon request, Contractor agrees to provide to Owner Complete and accurate information regarding actual work performed by a Minority/Women Business Enterprise (NL'WBE) on the contract and payment therefore. Contractor further agrees to permit an audit and,�or examination of any books, records or files in its possession that will substantiate the actual work performed by an M/WBE. The misrepresentation of facts (other than a negligent misrepresenta.tion) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal, state or local laws or ordinances relating to false statements; further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result on the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three years. 13. PROTECTION OF TREES, PLANTS AND SOIL:, All property along and adjacent to the Contractor's operations including lawns, yards, shrubs, trees, etc., shall be preserved or restored, after completion of the work, to a condition equal or better than existed prior to start of work_ By ordinance, the Contractor must obtain a permit from the City Forester before any work (trimming, removal, or root pruning) can be done on trees or shrubs growing on public property including street Rights-Of-Way and designated alleys. This vermit can be obtained bv callin� the Forestry O�ce at 871-5738. All tree ��vork shall be in compliance with pruning standards for Class II Pruning as described by the National Arborist Association. A copy of these standards can be provided by calling the above CPF('1�T TTvCTRTT('TT(1T�7C T(1 RiT1T1FRC 5 � � � number. Any damage to public trees due to negiigence by the Contractor shall be : assessed using the current formula for Shade Tree Evaluation as defined by the International Society of Arboriculture. Payment for negligent damage to public trees shall be made to the City of Fort Worth and may be withheld from funds due the Contractor by the City. To t�revent the snread of the Oak Wilt fun�us. all wounds on Live Oak and Red Oak trees. � shall be immediatelv sealed usin� a commercial prunin� paint. This is the onlv instance when prunin� paint is recommended. Q, 14 � � � � � L�J � BIDDER'S STATEMENT OF OUALIFICATIONS A. QUALIFICATION OF BIDDERS: Bidders shall be prepared to demonstrate the capability to perform the work. The Bidders' specific experience, stability and history of performance on projects of a similar nature and scope will be considered. The BIDDERS STATEMENT OF QUALIFICATIONS must be delivered to the Project Manager within 48 hours of the request. Location and responsive ability of the firm will be considered. If your firm anticipates entering into a joint ventwe with an}� other firm to conduct all or �aart of the performance required under the proposed project, that firm should be specified in your response. For each firm included in the joint venture, please provide the information required above. Under the Contrac# executed for this work the City ��vill require your firm to be completely 100 percent responsible for fulfilling all aspects of the contract bonds. Other firms and employees that may be involved in their joint venture will be treated by the City under the contract as if they were employees or subcontractors of your firm. Other than those firms noted in the contract as a part of the joint venture, no other firms will be allowed to participate in the joint venture without wTitten consent from the City. � 15. OZONE ALERT DAYS: The Contractor shall be required to observe the following guidelines relating to working on City construction sites on days designated as"OZONE ALERT DAYS". Typicaliy, the Ozone Alert season within the Metroplex area runs from [� May through September, with 6:00 a.m. - 10:00 a.m. being critical ozone forming periods i�' each da.y. �� l�!' � Isl � The Texas Natural Resource Conservation Commission (TNRCC) in coordination with the National Weathei Service, will issue the Ozone Alert by 3:00 p.m. on the afternoon prior to the alert day. On designated Ozone Alert Days, the Contractor shall bear the responsibility of being aware that such days have been designated Ozone Alert Days and as such shall not begin work until 10:00 a.m. whenever construction phasing requires substantial use of motorized equipment. However, the Contractor may begin work earlier if such work minimizes the use of motorized equipment prior to 10:00 a.m. If the Gontractor is unable to perform continuous ��vork for a period of at least seven hours between the hows of 7:00 a.m. - 6:00 p.m., on a designated Ozone Alert Day, that day CPF('TAT TAiCTRTI!'Tl(l1�TC Tfl RTTITIFRC !o � lJ � 16 � � � � � � � � � L+�J �� l�.; LJ L� u �� will be considered as a weather day and added onto the allowable weather days of a given month. WORKERS COMPENSATION INSURANCE COVERAGE:, Contractors compliance with Workers Compensation shall be as follows: A. Definitions: Certificate of coverage ("certificate") - A copy of a certificate of inswance, a certificate of authority to self-insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity employees providing services on a project, for the duration of the project. Duration of the project - includes the time from the beginning of the work on the project until the contractor's/person's work on the project has been completed and accepted by the governmental entity. Persons providing services on the project ("subcontractor" in � 406.Q96) - includes all persons or entities performing all or part of the sen ices the contractor has undertaken to perform on the project, regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner-operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. B. The contractor shall provide coverage, based on proper reporting of classitication codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of the contractor providing services on the project, for the duration of the project. C. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. D. If the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project, the contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. E. The contractor shall obtain from each person providing services on a project, and provide to the City: (I) a certificate of coverage; prior to that person beginning work on the project, so the City will have on file certificates of coverage showing caverage for all persons providing services on the project; and CPF('TAS TNCTRi if Ti(l�iC T(1 RTTITIFRC 7 O �� L�! � � l!J l�' � [�I �� L�J � (2) no later than seven days after receipt by the contractor, a new cerrificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. F. The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. G. The contractor shall notify the governmental entity in writing by certified mail or personal delivery, within ten days after the contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project. H. The contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Workers' Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. I. The contractor shall contractually require each person vvith whom it contracts to provide services on a project, to: (1) provide coverage, based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; (2) provide to the contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (3) provide the contractor, prior to the end of the coverage period, a new certi�cate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (4) obtain from each other person or entity with whom it contracts, and provide to the contractor: (a) a certificate of coverage, prior to the other person or entity beginning work on the project; and (b) a new certificate of coverage sho��ing extension of coverage, prior to the end � of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; � � �LJ � (5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter. (6) notify the governmental entity in wTiting b_y certified mail or personal delivery, . within ten days after the person l:new or should have l:nown, of any change that materially affects the provision of coverage of any person providing services on �� a,��et; e�fl CA�'(`T,�T TA;CTRi;f Ti(1\;C T(1 RTTITIFRC a !� �' �� !�! � � ! �' (7) contractually require each person with whom it contracts, to perform as required by paragraphs (1) -(7), with the certificates of coverage to be provided to the person for whom they are providing services. J. By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is representing to the govemmental entity that all employees of the contractor who will provide services on the project will be covered by workers' compensation coverage for the duration of the project, that the coverage will be based on proper reporting of ciassification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self- insured, with the commission's Division of Self-Insurance Regulation. Providing false of misleading information may sub}ect the contractor to administrative penalties, crimina.l penalties, civil penalties or other civil actions. K. The contractor's failure to compiy with any of these provisions is a breach of contract by the contractor which entitles the City to declare the contract void if the contractor does not remedy the breach within ten days after receipt of notice of breach from the City. "The contractor shall post a notice on each project site informing all persons � providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Workers' � Compensation Act or other Texas Workers' Compensation commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language acommon to the worker population. The text for the notices shall be the following text, without any additional words or changes: 11 REQUIRED WORKERS' COMPENSATION COVERAGE � "The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providmg, hauling, or delivenng equipment or matenals, or � providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee." � l!] � l�J � "Call the Texas Workers' Compensation Commission at (512) 440-3789 to receive � information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage." END OF SECTION CAF('i4i TTJCTRI i('Ti(1NC T(1 RiT1T1FRC n a � � �,� MBEIWBE UTILIZATI�N D�l �� a}� � r,��-tr� ;.r �-� r�� v� pR/�IME C�M�ANY' rNAM� t ` '� l!�,i�`,��-, '�V �( S� 1• �'1C F�i ��-C ct 1� y;,� \"1�� 1�1��„L;�IC'V \�S' pROJECT NAME vl� �Z• � P�' k S. �ct; �CITY''S �l1�VBE PROJECI GOAL: � fC>��;�.I-�� BID DATE -'j (� ;"� 1 ��' `f" . PROJEC7 NUMBER I �I/�vBE PERCE�TAGE ACHIE�'ED: _ .� ATTACHMENT 1A Page 1 of 2 �Failure to compiete this form, in its eniireiy with supporting documentation, and received by the Managing pepartment on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, wiil result in the bid being considered non-responsive to bid specifications. �1'he undersigned bidder agrees to enter into a formal agreement with the MBE and/or WBE firms for work listed in this 5chedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facis is grounds for consideration of disqualification and will result in the bid being considered �on-responsive to specifications. � Company Name, Contact Name, Certified Specify All Contracting Specify All Items to be Dollar Amount � Address, and Teiephone No. .., Scope of Work (') Supplied(') _.-. U ~ � • C � � � `m V K ; N H Z � �.J�P 1.... ..5.� :...................__.... :-_.�.,..! _... ' < . Cr�. ........ �I � i.� � t�pfmc�f��+ F T l.Lc� r�. —7�, �..�_.____ ..................... _............... ........... _........ a (�v�r�.�t�.13(�x f�<!`t�' _...� - I _ `_1_�'t�,�,! ar�:�. ,.: ,. ...._. _._.... _4.1...�� k'1.,.__-N.A1��._��........... �`..�iA i � �. � . ._..__ ......._.. _...�.... ��.� �-� �:. p��....�.. �� 1a 1 � �o r�C��e. ��r � ��;N�, Rv�� c_\Ht�,�� , r-� fi��.�i� Fo� tv�s , c�v��t � - t �� k � ��,��,a� I � y.�b� , ' � MNVBEs must be located in the 9(nine) county marketplace or currentty doing business in the marketplace at the time of bid. ) Specity all areas in which MWBE's are to be utilized and/or items to be supplied: (•) A complete listing of items to be supplied is required in order to receive credit toward the MlWHE goal. )�dentity each Tier level. Tier: Means the tevel o( subcontracting below the prime contractor/consultant, i.e., a direcf payment from the prime co�tracior to a subcontracior is considered 1" tier, a�ayment by a subcontractor to its supplier is considered 2nO tier. � THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT. BY 8:00 p.m., FIVE (5) CITY BUS�NESS DAYS AFTER BID � OPENING, EXCLUSIVE OF THE BID OPENING DATE Rev. 6/2l98 Pages �1 and 2 ofi.Attachment 1A must be received by the Managing Department . city of Fort wortn Minority and Women eusiness Enterprise Specifications a � �' � City of Fort Worth Minority and Women eusiness Enterprise Specifications � MBE/WBE UTILIZATION �'A Company Name, Contaci Name, Address, and Telephone No. 1.. � ; t�. C,� �e�-�-.,......._. _ _� t e w ....__....ra� c�� ._........_.._.... (� F �- �.J �� 4- ��.a c,s u N-�5D`t� �� t' � �F� �l �A -1 `�cu e, „n �t 1 n t� A\ � �d S� _...._. �.._........_.... .....___.._.... �� l.�k,�, Ti� �? (�l! "7 ........ I ��;,��u�`� i� -c� � � r�, Certified U nQ °C 2S � r 2SYs � i � � � � � � � � �\ � � �� Specify Ali Contracting Scope of Work (') 0 (�t � C.��`�i �^e.�r �Uc��v�S Sel-�-�'ti,c> a��r�p� �� N� Specify All Items to be Suppiied(') � �5 ��ti1c^ cF� 1 c�.�.�. � ATTACHMENT 1F Page 2 of � Doilar Amount u ^ � G � y � ` ae,��$ -.�- � ��a , � � The bidder further agrees to provide, direcily to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) and/or WBE(s) arrangements submitted with this bid. �I The bidder also agrees to allow an audit and/or examina:ion of any books, records and �les held by their company l }bat will substantiate the acival work performed by the MBE(sj and/or WBE(s) on this contract, by an authorized o�cer or employee of the City. Any intentional and/or knowing misrepresentation of facis wi11 be grounds for ° terminating the contract or debarment irom.City wo�k ior a¢eriod oi nat less than three !3) years and ior initiating dction under Federai, State or Local laws conce�ning false statements. Any failure to comply with this ordinance and cYeates a material breach of contraci may result in a determination of an irresponsible offeror and barred from ; paRicipating in City work for a period of time not less than one (1) year. j ALL M�s and WBEs MUST BE CERTIFIED BY THE C1TY BE�k�RE C�NTRACT AWARD � �%. �'L r i �1�;��1'�l (� it` � c � �,� �� Auth�nzed Signatur� Printed Signature r /1 �7% ;��,�` //" �06�� ll l � /'l R�;C',�. T�f1e Contact Name and Ti�;e jii different) ' � ` � � ►a- � � �`t ��-4 . �.� ►�(' . `� I �l - :� �"1 � - %.�S��Y � Company ;Vame Telephone Number (s) . �=� � < < �� ,,�ti �� - � � � -� i � ac� � kddress ` Fax Number T- -! �f`,r�l,� `��c `7 h � 1 j . � _' :�� "�.�``l. C,ity/State/Zip Code Date TH15 FORM MUST BE REC''cfVED BY THE MANAGING DEPARTMENT BY 5:00 p.rn., FiVE (5) CITY BUS1fVESS DAYS AFTER BID OPENING, EXCLUSIVE OF THE BID QPENING DATE Rev. 612/98 Pages 1 and 2 of Attachment 1A must be received by the Managing Departmeni �: �: � � � ,� � _� � � � % -:,_ , . _... ATTACHMENT 1B Page 1 of 1 c�t� of Fort wortn � Minority and Women usiness Enterprise Specifications Prime Contractor Waiver � �'� 1�tv+r�r�� L�t��('u�.� �� _ 17 �hr�� 5� �� Prime Company Name Project Name ,� C, . .� I - `� ` � � � Jl (t: �--� Bid Opening Date Projeci Number If both answers to this form are YES, do not complete ATTACHMENT 1 C(Good Faith Effort Fvrm). All questions on this fortn must be completed and a detaiied explanation p�ovided, if applicable. If the answer to either question is NO, then you must compleie ATTACNMENT 1C. This fortn is only applicable if bot answers are yes. ._ Failure to campleie this #orm. in its. entuety and be received by the �llanaqinq: Deoartment on or before 5:00 p.m:; five (5i Citv business days after bid ooeninq, exclusi:ve of the bid opening date, ,,.._- , will result: in tfie bid: being considered non-r�sponsive to bid specificaiions. -. Will you perform ihis entire contract without subcontraciors? Yes No If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal busir,ess practice and provide an operational profile of your busine�s. Will you perform this entire contract without suppliers? Yes No If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an inventory profile of your business. _ - - The bidde� furiher agrees to provide, directly to the City upan request, complete and accurate information regarding actual work perfarmed by all subcontra�tors, including MBE(s) and/or WBE(s) on this contract, the payment theref�re and any proposed changes to the original MBE(s) and/or WBE (sj arrangements submitted with this bid. The bidder als� agrees to allow an audit and/or examination of any books, reco�ds and files held by their company that will subsiantiate the ac:ual work performed by the MBE(s) and/or !^!BE(s) on this contrac2, by an authorized o�ce� or employee of tt�p c,ity. Ary �ntentional andlor knowing misrepresentatic�� of facts w�„ �� grounds for tenninating the contract or debarment from City work for a period of not less than three (3� years and for initiating action under FPdpral, State or Local laws concerning false statements. Any failure to comply with this ordinance and creates a material breach of contract may result iri a determination of an irresponsible offeror and barred from participating in City work for a period of time not less than one (1) year. 1 / �, ? < '� � �� (i ; I F �1 b 1 �l.t� �1�1 � u horize� S�ynature Printed Sign2t::re l�f ;t� �fl�.��.� tc�� V�� f�i'l I��`�' T' le Contact Name (if different) ��;�i�y��ac�l r,�;��,�ruc�<<�n ��,c _ �-�`7- ��17—�>�� Company �ame Contact Telephone Number (s) �,-`� 1( l lu r i;-�� -� I,Jr� ��^-� d� �� ► ti� �;-� 5��— i 3� c� .� Addr s� Fax Number /;:'-��% ��?'� ��t ��►'i�ii�a^� i�f�,t�� t�C. �1'uthorized Sign�ture . Company Name � � Rev. 6/2l98 . � � , 1..- . R � 0 D D D � � � J J � � � J J l ] � � ._ . �- .• . , . .. City of Fort Worth Minority and Women Business Enterprise : GOOD FAITH EFFORT ATTACHMENT 1C Page 1 oi 3 �; �,� ��,� (��5� . �� . . ��-a�-�g. Prime Company Name • Bid Date �� r��« 5`�-�� , �`� t�t�. , Project Name Project Number �If you have failesi to secure M/WBE participation and you have subcontracting andlar supplies opportunities or ii { you� MNVBE participation is less than the City's projec! goal, you must complete this form. i if the bidder's method of compliance with the MNVBE goa! is based upon demonstration of a "good faith effort", the bidder wiil have the burden of correctly and accurately preparing and subm:::ing the documentation required by the City. Compliance with eacn item, 1 thru 6 below, shaii sat;sfy the Good Faith Effort requirement absent proof of fraud, intentional andlor knowing misrepresentation the facts or intentional discrimination by the bidder. Failure to complete this form, in its entirety with supporting documentation, and received by the Managing Department on or before 5:00 p.m. five {5) City business days after bid opening, exclusive of bid opening dat� will resul! in the bid being considered non-respo�sive to bid specificaiions. 1.) Please list each and every subcontracting and/or supplier opportunity (DO NOT LIST NAMES OF F1RMS which wil! be used in ihe compleiion of this project, regardiess of whether it is to be provided by a MlWBE or non- MNYBE. - (iise additiona! sheets, if necessary) Lis2 of: Subcontractin4 Ooaor:unities Li�t of: Supolier Opportunities Rev. 612/98 • � • �: - � ATTACHMENT 1C Page Z of 3 Z.) Did you obtain a cvrrent list of MNVBE firms from the City's M/WBE O�ce? The list is considered in compliance, if it is not more than 3 months old from the date of bid opening. • � Yes No � � Date of Listing I l, 3.) Did you solicit bids from M/W8E firms, within the subcontracting and/or suppiier areas previously listed, at leasi ten calendar days prior to bid opening. by mail, exclusive of the day the bids are opened? � Yes � No 1f yes, attach M11NBE mail listing to include name of firm and address and a dated copy of letter maifed. 4.) Did you solicit bids from M/WBE firms, within the subcontracting and/or supplier areas previously � listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? J � � J � Yes 1f yes, attach tist to include name of M/WBE firm, ep TS�n contacted, No ohane number and date and time of contaci. NOTE: A facsimile may be used to comply with either 3 or 4, but may not be used for both. If a facsimi(� is used, attach the fax confirmation, which is to provide M/WBE name, date, time, fax number and documentation faxed. _ NOTE: lf a S4C tist of MlWBE is ten or less, the bidder must contact the entire list to be in compliance with questions 3 and 4. If a sic list of M/WBE is more than ten, the bidder mus# contact at least two- thirds of the list but not less than ten to be in compliance with questions 3 and 4. 5.) Did y�u r� ovide plans and specifications to potential MlWBEs or information regarding the location of pians and specifications in order to assist the M/WBEs? ] � Yes No J J � I � � ] 1 I � �� 6.) If M/WBE bids were received and rejected, you must: (1) List the MM1BE iirms and the reason(s) for rejection {i.e., quotation not commercially reasonable, qualifications, etc,) and (2) Attach affidavit and/or documentation to support the reasvn(s� lisied below (i.e.. letters, memas, bids, telephone calls; meetings, eic.) (Please use additional shee[s, if necessary, and aftach.) Company Name ( Telephone Contact Person Scope of Work � Reason for Rejection � . Rev. 6/2/98 L� �. �� p 1` ATTACNMENT 1 C Page 3 of 3 ADDITIONAL INFORMATION: Please provide additional information you feel wi11 fiurther expfain you� good and honpst efforts to obtain M/WBE paRicipation on this projeci. The bidder further agress to provide, directly to the City upon request, compiete and accurate information regarding actual work performed on this contract, tha payment thereof and any proposed changes to the original arrangements submitted with this bid. The bi�der also agrees to allow an audit and/or exarnination of any books, reco�ds and files held by their company that wiil substantiate the actua( wo�k performed on this contract, by an autho�ized officer or employee of the City. Any intentional and/o� knowing misrepresentation of facts will be grounds for � terminating the contract or debarment from City work for a period of not less than three (3� years and for initiating action under Federal, State or Local laws concerning false statements. Any faifure to comply with this ordinance and creates a material breach of ` contract may result in a ciet�rmination of an irresponsibfe offeror and barred from participating in City work for a period ofi time not less than one (1) year. �� The undersigned certifies that the information pr��;��ed and :h� M/WBE(s) iisted was/were contacted in good faith. It is understood that any M/WBE(s) listed in Attachment 1 C will be contacted and the reasons for not using them will 5� verified by th % ity's M/W Office. � � � ,:%'� - c.� t� f s",�i�Z�� r' ��1 r--� l�'( i�� ' �� `�. uthorized Signature Printed Signature C1\ J�/ �l ��r IL%� !�/ � `f Title Conta�i Name and Title (if different) � �(� /t C� � , T T VYl /� 6�'� l ��i 4'� ��, � i � � � i U � �'� � l, `i� . � � � ' � � Z C: � � Company Name Telephone Number(s) �`� I �'C�� Address � ��- (�.�� T ?� %C, l 1 `-� CitylStatelZip �I `7--5 7Z� ��iZl� Fax Number /C -,� �'� _ �� Date Rev. 6/Z198 �.. O � � � TO: MR. BOB TERRELL City Manager Fort Worth, Texas PROPOSAL FOR: CONSTRUCTION AND INSTALLATION OF PARK IMPROVEMENTS FOR 12 PARK SITES . D.O.E PROJECT NUMBER 2764 . Pursuant to the foregoing "Notice to Bidders," the undersigned has thoroughly examined the pians, 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 fiilly complete all the work as pi�uvided in the plans and specifications, and subject to the inspection and approval af the Parks and Community Service Uepartment Director of the City of Fort Worth. � The "approximate quantity" category is for information purposes only. The Contractor shall be paid on the basis of � actual instal.l€� quanrities on non lump sum items. Additionally, the Contractor shall be aware that the Proposal contains both Lu"�.� Sum and Unit Price items. D � � � � D u � � J J J If the lowest bid received exceeds the funds budgeted for the project, the City reserves the right to decrease the quantities contained in any line item or to eliminate any specific line item before award of the contract in order to bring the work within budget. By submitting a bid, the bidder acicnowledges the City's right to adjust or eliminate line items and a��rees to honor without recourse its line item bid prices. Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract and furnish, if applicable, Performance, Payment, and Maintenance Bonds approved by the City of Fort Worth for performing and completing the said work within the time stated and for the following sums, to-wit: ' BASE BID PAY �PPROY. ITEiVI QUANTITY tinit On�, R�nnie Srae: DESCRiPTION OF ITE�iS �VITH BID PRICE WRITTEN IN `VORDS Ui�iIT PRICE TOT:�L A`'IOL'NT BID 1. 210 LF Installation of concrete playground ed�ing v I-f��y 1�� e ' Dollars & � � n Cents per LF �. �5 SF Installation ofconcrete walk��ray �c �j'-� n Dollars & $ f1 � 1 Cents per SF 3. � � Each Installation of concrete access ramp to play area surfacing @ �f1e�%trjuSA�� Dollars & � �� Cents per each $ PROP�JSAL 1 � ��JiQ� S s� � � � nh±� � ,� l rr, 1l U �! � a �� 0 � � � � � 4 5 . C] � Lump Sum Installation of subgrade drainage @ ��; � `� ��,��;�� Dollars & G��) �� ;t11� rcl ��Cents per LS 3300 SF Installation of wood safety surfacing @ �1 �;,�, Dollars & ��1 L Cents per SF Lump Sum Installation of Ow�ner provided play Equipment @ � �1-ct'�y��;��k.;�� F i��ollars & ��1� Cents per LS Lump Sum Removal and disposal of existing play equipment @ �U�,�t4 � � lr, �-t�nou5un�and Fu.;� Dollars & �� 0 Cents per LS Unit One, Bonnie Brae subtotal Uoit Two. Carter: 1. 205 LF Installation of concrete plavground �. � 4 edgirig @ �-uc�v ��e. Dollars & �'� l�, Cents per LF 240 SF Installation of concrete walk�vay � � � ,'l 1�:<,�ir,v�5r��u,;d Dollars & � c; �j�"�`; t h �� : j Cents per SF Lump Sum Adjustments to post and cable fence @ i;.'e4�,'� 1-�uwc�ce� Dollars & C� �> Cents per LS Each Installation of concrete access ramp (c,,r� l;ne��i�u51��- Dollars & (�L� Cents per each PROPOSAL � $ E� � � :��`�L4�`. � ��L�� 5� � � ��V� � ;� (�;31 T� �� $ � �4C� � �".��e- � 1 `�. L L> $ �n�� a 9 � � 5. � 6. � ' A '7 ! L� � 8. � � 1J � U 1 � , Lump Sum Installation of subgrade drainage @ ��r�n} y �; �� .� Dollan & k�u v�c�Ce c� V'�l ; Cents per LS 2520 SF Installation of wood safery surfacing c��,r I l,� , � Dollars & 1�\��, Cents per SF Lump Sum Relocation and installarion of on site play equipment !� �,�t�'t\�;�;N�� ta�� Dollars & �u��1.c.,,,��; � �. �,, c� �;-%`� Cenu per LS Lump Sum Installation of Owner provided play equipment cn,,r �,�'.��1��u;�,�,�,c� �av-�L Dollars & �,�t�� CenuperLS LTnit Two, Carter Park Subtetal � $ S 5��;t S `-� �� s -� �� 1 l� Ot� S �7�� I� nit Three. Casino Beach: , ? 10 LF Installation of concrete playground edging � �Oc-� G��c'� Dollars & �;'1� Cents per LF � . 180 SF Installation of concrete walk�vav �iv. �F �1 Dollars & 11 L,� Cents per SF S . Lump Sum Adjustments to post and cable fence ��i �,c�� c�e_� Dollars & �,�� ,}�� '�C`� � Cznts per LS S . Each Installation �f concrete ramp for access to ,1safety suriacin� �Y C�'l e rt�:li�.-15 i�v�C`- Dollars & �,'��"; Cents per each S PROPOSAL 3 S ��;�� . � ,� � � � ��n� j � 5 � � " 6 . � � 1 � � Lump Sum Installation of subgrade drainage (a� ��;�11;u5A�1c� Dollars & ��,; � ��,,�; � �l Cenu per LS 3570 SF Installation of wood safety surfacin� @ �1 ��a , Dollars & `(� r�, Cents per SF Lump Sum Installation of Ovvner provided play equipment � �i,'.�; ��0�:5��c� Q�� Dotlars & �-�J f �xrc�1 �c` (�t�Cents per LS Unit Three, Casino Beach Subtotal � � � Unit Four, Cobb Park: 1 � 1. ?�6 LF Installation of concrete play�-ound � �r ! •, � l ed� n� �� Fi �.s� v l�1� E- Dollars & - t1�,, Cents per LF � ?. ?0 SF Installation of concrete wall.-�i•ay ��. j � �� Dollars �; �"1 � Cents per SF � 3. Lump Sum �.djustments to post and c��!e fence �c�'�i, �.c�� t�r� c�C�� Dollars c� P,�� , �y �� ; Cents per LS S E. Each Instaiiation uf concrete ramp for access to hplay� ound safety surfacin� �c�'�i, t ��'�.F��iY a 5��\� Dollars � �'�(1; C�nts per eacn � >. Lump Sum Installation of sub�rade draina�e ��i� j �t �;`��;�,i �E��. Dollars & �; � z��.��„�,,� Cents per LS � PROPOSAL � � :� �7C (� � � I 4 (:� � �� ,�� S ��,4c'��: � ��c�n � ,�-- � �� 1 C;��, C�. _ � � 5 C-� � � � � ' � � a � � LJ � a � � � � � 1 W i � 6. 3475 SF 7. Lump Sum 8. Lump Sum Unit Five, Furest Park: 1. 208 LF 2. 140 SF 3. Each 4. Lump Sum 5. ?750 SF Installation of wood safety surfacing @ ��`� Dollars & �� G Cents per SF $ Installation of Owner provided play equipment @ �u;�-i1��a51 r�c� Ar� Dollars & `�' :�� zc� �-1v v�,�Cents per LS $ Removal and disposal of existing play equipment @ �)i��``��t��n� � � v t Dollars & �Nur�� Pcl u1t Cents per LS $ Unit Four, Cobb Park Subtota! Installation of concrete playground edging @ �o �- �y (.0 �1 �_ Dollars & 1i�� Cents per LF $ Installation of concrete wallcway @ 1 � Y� Dollars & I�i ,' Cents per SF $ Installation of concrete ramp for access to pla} area safety s�.irfacing �� LM�t� TI,ti;�.tS�-V,1� Dollars & 1(1 c, Cents per each S Installation of subgrade drainage @ `T�:t>G—Ci1��_�SAv1c�. Dollars & �i u r r4��1C�c� t`��;' Cents per LS $ Installation of wood safety surfacin� @ ��;� Dollars & ("�C; Cents per SF $ PROPOSAL 5 � �-G �� `�i�, �n $ , � 5 i�- f� $ �� i �6 , - � � � �� $ ( �I�l;(� � I�h%� $�� $ �� C( � d I � � � l.� L�: � i e � s k � l;� lJ u � � LJ � � � C� I i J �. , Lump Sum Installation of Owner provided play equipment @ �i P e�i .t,«ta�c� Dollars & Sc'�:,�=,�--4�; � � ` Cents per LS Lump Sum Removal and disposal of existing play equipment @ �t��C�C�.�S�>v�C� Dollars & v`1� Cents per LS tinit Five, Forest Park Subtotal Unit Six, Harrold Park: 1. 185 LF 2. 3 � 5 � Installation of concrete playground edging � �-OC�-v �l�l � Dollars & ri� Cents per LF 90 SF Installation of concrete walkway � 1 e Y� Dollars & �t�` Cents per SF Each Installation of concrete ramp for access to �lay area safety surfacing � 1�e��L�-�5�� Dollars & �1 �._ Cents per each Lump Sum Installation of sub,. ade drainage n , � � �_� rf1 �ir°�,�N �� v� Dollars &: �(� Cents per LS 2820 SF Installation of �vood safetv surfacing � �- �`�+ � ��; �� vL _ Dollars & ��'`� � N�=' �,��/ i-u� Cents per SF . .� - Lump Sum Installation of Owner provided play equipment @ 1 i u�� t c�Av�c, Av�ci Dollars & � �Ci�y�2-1�e►��\^��la��c� �,� i�y Cents per LS PROPOSAL 6 e � � :� .-7C,� 1 � $ � �C�i� $ ��J,�� , � � S � � � � � `� �� $ � �� $ ��:�1_L. � :� r� ; c� � ��D $ �� e � 7. Lump Sum Relocation of existing play equipment @ �ia'; 't1��iY,��v�� i;'��c� Dollars & ��, ��, � � ��; , Cents per LS � � Unit Six, Harrold Park Subtotal Unit 5even, Meadowbrook Park: Lj � � � �`� � T1(� � �i�� l. 180 LF Installarion of concrete playeround edging (c"r� � �OC �V L%hc� Dollars & � �''� Cents per LF S � 2. 180 SF Installation of concrete walkway @ � � � � Dollars & �1(`� Cents per SF � � 3. Each 4. Lump Sum 5. ?O15 SF i-`" _�� t 1- � 6. Lump Sum 7. Lump Sum Installation of concrete ramp for access to play area safety surfacing � (�1F `C1�iy„i�P;,'�c� Dollars & - y^Cs�; Cents per each � Installation of subgrade drainage @ �u�;t��: �\� � � H� _�, Dollars & ��t�� ,��, �`�ents per LS � Installation o� wo,�d safety surfacing � !-1�ic pv� Dollars & �` i C�:: Cents per SF S Installation of O��ner pravided play equipment � ��i_�ti:t{�o.v�� -L.r� ollars & �'t �-k-�_��,�� -�ents per LS S Removal of e�cisting play equipment � L,� _�,�S�l;r�c� Dollars & P �14� i�txrrlr�t Cents per LS $ Unit Seven, i�Ieadowbrook Park Subtotal PROPOSAL 7 � �� l �C� �>. � � GC, ( ; � �� 7� C � �C `�( � � ,�� ? $ ��J��3 s �n,1�1D ' � � / I � � i � J � � � � 1 J � 1 Unit Eiaht. Rockwood Park: 1 �. 3 4 224 LF Installation of concrete playground edging @ FL {� -�-�� (1tr� F� Dollars & ' � � Cents per LF $ 108 SF Installation of concrete walkcvay (a� ('� p `�;�7,,(S1�e� Dollars & �,� t;��,� ,� (ti�� Cents per SF $ Each Installation of concrete ramp for access to pla_y area safery surfacing � ( �.�� F_ ��iX.�S►-1+'� Dollars & �� Cents per each S Each 5. Lump Sum 6. 3125 SF 7 E Lump Sum Lump Sum Installation of concrete curb ramp for �ccess to playground area @ ��F��,�-,p,,�� Dollars & l`lL Cents per each � Installation of sub�ade drainage �. 1 «(`; �i�ASfau� _Dollars & r; ��ia� � ��ICents per LS � / Installatinn nf wood safety surfacing @ �, `jt,�;�> Dollars & L1 t�'; Cents per SF S Installation of Owner provided play equipment cn�,r ��,,^CL��p,,,� Dollars & `�_`�::�uv�c�,C,P� i'�.%/ Cents per LS � i Removal of existina play equipment @ �=�'1r��t.�z �w-�C� Dollars & �,,,��r}j�,�v�;�� 'n�Cents per LS � Unit Eight, Rockwood Park Subtotal PROPOSAL 8 � � � � �-• � � C� �� C�� S ��,,C�� 5 �� <<� a�a � 3 � 0� � i �l�C� � ��`1��1 L' 0 � BASE BID RECAPTTULATION Unit One, Bonnie Brae Park Unit Two, Carter Park , Unit Three, Casino Beach Park Unit Four, Cobb Park Unit Five, Forest Park Unit Six, Harold Park Unit Seven, Meadowbrook Park Unit Eight, Rockwood Park TOTAL BASE BID BID ALTERNATES Alternate Bid Unit One. Northside Park: 1. 190 LF Installatioii of concrete playground edging � r-� � 1 n � �ol��s & i'4, Cents per LF � � :! 75 SF Installation of concrete walkway @ �� I"1 Dollars & 1`1( � Cents per SF One Each Installation of concrete ramp for access to play area safety surfacing @ i t'1 F_, �1�t`t ►�P��C� Dollars & 't1 �: / Cents per each � One Each Installation of concrete curb cut ramp for access to play area @ ��-�'� � —i�:t.tS(at,�C` Dollars & �'�� Cents per each PROPOSAL 9 $ � $ $ . , $ .��,.>> �%� $ -� C��.��.� $ -�i C�, �of� $ ��, ��t� � � �t � . �� . $ ,� l� 475 $ ��, �1� i � (��, `11� � - �CI.)�� °i(� $ 7s� $ � L,�; �' � i cac� � � � 5. Q 6. r� . �. l� r�, g. Lump Sum Installation of subgrade drainage @ 'fia �; `�-� _:i�Y� r� Dollars & �� }�,s�; y �E, Cents per LS $ 2100 SF Installation of wood safety surfacing @ %� - C �= Dollars & . Cents per SF $ Lump Sum Installation of Owner provided play �quipment @ t �1P `1`��.,��Av Dollars & �', � ��;��f� �, Cents per LS $ Lump Sum Removal of existing play equipment @ � i �� -�1 � r_t��c1\ Dollars & �,� � � L;kl� �,� a��ents per LS $ �Iternate Bid Unit One, Northside Park Subtotal Alternate Bid Unit Two, Rosemont Park: 1. 6440 SF Removal and disposal of existing gravel safety surfacing @ �'1 L=� Dollars & j� � � �} `/ Cents per SF $ 2. One Each Installation of concrete Type A ramp for access to play area safety surfacing, including demolition of eYisting edging @ �1�, ��.�`�cl �� Dollars & ��1 ��,��f c� t�.% Cents per each � 3. One Each Installation of concrete Type B ramp for access to play area safety surfacing @ 11.;r�.��lu,��,� � Dollars & 1�� t- �ils, v�('e� �""% Cents per each $ � 4. 78 SF 5 Lump Sum Installarion of concrete wall:way cr. `�C }� Dollars & r`\L; Cents per SF � Installation of subgrade drainage @ �� = �,�; i( ��5w�� (� Dollars & �; ,;�-t�,,,,�� • � �, y� Cents per LS $ PROPOSAL 10 $ %�. `� C,�C! � $ �( �O�_�� 1��b $ � � QQ $ �� ;� �� I�� 51�,1� $ �l5bc� $ � ,� �: $ :�=�C.�:, a 'U - � 6. ,i ,_ . 6440 SF Installation of wood safety surfacing @ TC:�� ;� Dollars & !1G� Cents per SF $ Alternate Bid Unit Two, Rosemont Park Subtotal Alternate Bid Unit Three. Sunset Park: 1 Lump Sum Removal of existing play equipment @ �;l"l��ti�r.t5i�r� Dollars& �t�!P_��v�c1t� t��=CentsperLS $ Aiternate Bid Unit Three, Sunset Park Suhtotal Alternate Bid Unit Four, Svca�nore Park: l. 135 SF Demolition and removal of existing concrete @ �,�: h7 Dollars & ' uZL Cents per SF $ 2. 7900 SF Remo�aI and disposaI of e�ci,ting gravel safety surfacing @ Dollars & {� ; ��-� �� Cents per SF $ 3. One Each Installation of concrete ramp for access to play area safety surfacing @ ��r��`�r�_�titi � t,�v�C� Dollacs & � � Cents per each $ �. 105 SF installation of cret walk�vay @ ,� � ;ll�� .r, u�� t�t�� Dollars & ��'� }'��p � �t� IfiG Cents per SF $ 5. Lump Sum Installation of sub�rade drainage @ � (.,��,��,<<,,;;nct Dollars & �� e�uv-.cL, r� �,'i� Cents per LS � � $ � �, . �`t�� , s ��,�� , � � �QO $ � �C;� � i��`, $ �1 � � �: $ ��'�(:(, $ � �; ��1 $ �=��, a PROPOSAL 11 � . � 7900 SF � - �� Installation of w safety surfacing @ �_, t-� c� '� -,� Dollars & ��r,��,� � �ti��Cents per SF $ � � `� � �i�:�(� $ �� J� a Alternate Bid Unit Four, Sycamore Park Subtotal Alternate Bid Unit Five, Piav Equipment Removal: l. Lump Sum Delete removal of play equipment for all parks in base bid @ `�„}��„� ��t�.��c� Doll�rs & ��; x�� ,;,,�y ;�l �� + Cents per LS $ � 1� .� G �: � Alternate Bid Unit Five, Play Equipment Removal Subtotal � �� j�OC� Alternate Bid Unit Six, Sol�d Sod l. Lump Sum Installation of 16" wide solid sod stnp adjacent to all new base bid concrete � ��-��.►`1.1�,��A�•c� Dollars & ��,;�� ,��,��rP�l �>�Cents per LS $ Alternate Bid Unit Six, Solid Sod Subtotal �Iternate Bid Unit Seven, Wage Rates 1 � Lump Sum Lump Sum Adjust cost of Unit One, Bonnie Brae park to reflect use of Federal Wage Rates @ 1•�-� v`-l�l� �:�ti: \`�-�Sa� �Dollars & ��t,�,�,c�Ce��.�-� S�n Cents per LS � Adjust cost of Unit Two, Carter Park to reflect use of Federal Wage Rates @ '�y;,�_� �;4�'��,.�;��:,�4Dollars & �,�;�}j�,,��Ati ��1 ��-�--�-v� Cents per LS $ PROPOSAL 12 �� . '*�� .�� $ �:� �l� , 1 I ,� � � 1. !.1 a � � � � J i� a , 3. Lump Sum Adjust cost of Unit Three, Casino Beach Park to reflect use of Federal Wage Rates @ " �, �;�v��y �i�c� ��K�Y� Dollars & tj,t�.i;�re� 1 v�� Cents per LS � , 4. Lump Sum Adjust cost of Unit Fow, Cobb Park to reflect use of Federal Wage Rates @ ��,Ur t1�y �__;�ti�4 111i�,�'i�Dollars & t-; �)e 11u,,,�r�! �a �� ..'P °'�'Cents per LS � 5. Lump Sum Adjust cost of Unit Five, Forest Park to reflect use of Federal Wage Rates @ t � c ��v �i;u��s��c�'Dollaxs & �,�� c� �h� �c- v� Cents per LS � 6. Lump Sum Adjust cost of Unit Six, Harold Park to reflect t�se of Federal Wages Rates @ � \� �,�`, ��n�yt�;�Doilars & �-<<iP d�u��r� �Cc�(-�v;,�i,�ents per LS $ 7. Lump Sum Adjust cast of Unit Seven, Meadowbrook Park _ to reflect use of Federal Wage Rates � _ � > ;, � (;`��P �,��s�`�rFv� Dollars & Lj . a��c� ��c� i�i;,�y (�,�N Cents per LS $ 3. Lump Sum Adjust cost of'Jnit Eight, Rockwood Park to reflect use of Federal Wage Rates @ ��,�;��;,•,`�,�;n �i�lu.:.S�� Dollars & �'�,��,��;�e� r ��vtc�y ��,•.�Cents per LS � 9. Lump Sum Adjust cost of Alternate Unit One, Northside Park to reflect use of Federal Wage Rates @ �_.`� ��S.��Dollars & k��,,,,�;��; rt�� Cents per LS � 10. Lump Sum Adjust cost of Alternate Unit Two, R�sen�ont Park to reflect use of Federal Wage Rates @ '��.� c�, ��., � \� r�. �l'��--�� Dollars & ��`��,�,��"�-�{�*��: Cents per LS $ PROPOSAL 13 � � -�5, bae � �� SGtI: � ��;�� . � ��.�, -5�i: � �� 1 �lc; � I � :�,� }CZGi t � �1 `� �� `�, �a � .t �J � � � D � L� � � D � � D � D 0 � D � � 11. Lump Sum � 12. Lump Sum Adjust cost of Alternate Unit Three, Sunset Park to reflect use of Federal Wage Rates @ �P'��y,,�S�v�(� Dollazs & �lc�l�u�rlce� ��r,�� i�i�s Per LS $ Adjust cost of Alternate Unit Four, Sycamore Park to reflect use of Federal Wage Rates @ ��t,�P_�,�),cSAv�.t_b Dollars & ��ents per LS $ Alternate Bid Unit Seven, Wage Rates subtotal ALTERNATE BID RECAPITULATION Alternate Bid Unit One, Northside Park Alternate Sid Unit Two, Rosemont Park Alternate Bid Unit Three, Sunset Alternate Bid Unit Four, Sycamore Alternate Bid Unit Five, Play Equipment Removal Aiternate Bid Unit Six, Solid Sod Alteraate Bid Uu�i Seven, `Vage Rates PROPO�AL 1� . � $ 15�5 $ ��1 � �o`� s �� O�i� � ��.�� , S �1 �� S ' � n� � �x ,s� s 1��0?S $ � 16b � � �x1�,h�� A. 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. � B. The Contractor performing tlus 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 tzY, said exemption certificate complyi.ng with State Comptroller's ruling tax, said exemption certificate complying with State � � Comptroller'S ruling #95-0.07. Any such exemption certificate issued by the Contractor in tieu of the tax shall be subject to the provisions of the State C�mptroller's ruling #95.09 as amended to be effecrive October 2, 1968. C. The undersigned assures that its employees and applicants for employment and those of any labor organizarion, subcontractor or employment agency in either fiunishing 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 Secrions i�-A-21 through l.i-A-29), prohibiting discrimination in employment pracrices. D. The undersigned agrees to complete all work covered by these contract documents within Seventv five (751 Workin� Days after the date for commencing work as set forth in the Norice to Pro�eed to be issued by the Owner and to pay not less than the "Prevailina Wage Kates for Highway Construction as established by the City of Fort Worth, Texas effecrive June 6, 1995. E. Within ten (10) days of receipt of noiice of acceptance of this bid, the undersigned �vill execute the formal con�act "`' and will deliver applicable Surery Bonds for the faithful perfotmance of this contract. The attached deposit check in the sum of $ ,($ ) is to become the property of the City of Fort Worth, Texas, or the attached Bidder's Bond is to be forfeited in the event the contract and applicable bonds are not executed within the time set forth, as liquidated damages for delay and addirional work caused thereby. F In the case of ambiguity or lack of clearness in stating prices in the Proposal, the City reserves the right to adopt the most advantageous price for construcrion thereof to the City or to reject t;ne proposal. G. Receipt is hereby acknowledged oi the following addenda: No.l No.2 No.3 ?vo.4 Respectfully submitted, 1'i � 4'1'1 �6�� l�_l'.Y'��r�,i(' ��'v� �1�C� � (Company Name) � � , �C:c�u�� _'L� By (Authorized 5ignature) Date: �� — c.�t � ` c�`�( �ddress: �S � ` �,� `( ;-�-�� / �- � (,��r-�� -,� 't b �lg Telephone: ( �(`j ) �"�"1,�- ��(�(� SEAL (if cotporarion) PROPQSAL 15 C� L! O L�`I � � L! I � O u I�1 u � � 'I I�; � L�; ,� 1 CITY OF F�T WQR�i x�a�t�t c�vcr�orr FRE1lAILING WA(� RATE F�OR I995 CLASSIFYCATION==--=------== RATE====_=--___-_ CLASSIFICATION___===----__ ��_____ AIR TOOL OP£RATOR ASPfgiLT RAi�it ASPHALT SfiOVElsFit BATQ3iNG PI�ANT WEIC�iER BATi�iEOARD S�,�TE:ft C�RPF�i`i'�R C�ICREI� FZNI�t (PAV) OON�.�TE FINISf�t {STRS) QON�E RUBBER E�ICIAN F`I.AC�E�2 �t BtrY r�nt ( s�s ) . FOR�i LINER Fpi�! g�.'I'I�R {pp,V S UJFB) F'OR�1 5EI"iFR ( STRUGTURES} LAiARg2, �`:ON L�1EOR�, (Pi'ILITX MEC'�iANIC OILER SF�IIt�'t PILE�?RZVER PIPF�AYER BLAST�t Pc�7FR EOiJIF��IVT OPF�2ATOF2� ASFHALT DISTRITUTOR ASPi�1LT PAVING MAC�iINE F?ROOM OR �r.Z..�r�c OPIIZAiYJR BULLDO'LFR, 1S0 HP OR LES5 BULi,DOZE.R, �Z 1S0 HP WiVC.''�E,TE ?a :� iNG GURZNG 2�.C�I . C423CP.��z,' PAV �`INS�I21G ?�AC�i. CONCRs.�TE PAV ZNG �'ORM GRADE.R CONC�E'I`E QAV?NG JOINT rACii. CONCRF.TE PAVING JOINT SFAT.�2 CONCRETE PAV II�iG FLOAT Co�iGRETE PAVING SAW CONCR�ItE PAVZNG SPRF�Ar.^f.2 SLIPFORM MAQiII�iE CRAi1E,.C'LAM�4�ZT•, flA.CiQiOLE, DFRRIC�C, DRF�GLINE, SiiOVEL ; ;�Ess �rr z 1I 2 cy ) CRANE . CLAM:.�� •L . BACXiiOLE , DEi�RiQ{, DRAGLINE, SSOVEL (1 1./ 2 CY & OVF�Z? -. CRUS'riING OR SCRI�IG PLT OPR. F1�F.VATING GRADII� F'GUNI�ATION DRILL OF�FTtATOR ( C�tP�WLFR MOUIV'TF� ) - FOUNDATIQI`I DRILL OPERATOR ' JUNE 6, 1995 57.554 58.�65 58.255 $9.37i 58.920 59.447 $9.345 59.058 $7.733 $I2.76� 55.598 sa.�i� $8.913 $8.686 $8.427 $6.402 S?.461 510.658 58.698 58.104 57.500 S8 . Sa 9 511.333 PGWF�2 DOUIP�NP OPf,�iAT�RB MYI,LIlYG MACiiINE OPFRATOR MI�R (OVIIt 16 C.F. ) MIXER (16 C.F. & LESS? MIX�R- �ONCREI'E PAVING I�]TOFZ C�i�DFR OPII4ATQR (FINE GFtADE) . MO'i�OR GRADII� OPERATOR PAVII�I'i 2�2KII�FG MAQiINE POSTFiOLE DRILT�R OPERAT0�2 ROLLFit, ST� � (PI.ANT-MIX PAVFI��1Ylrs) ROLLE�2, SZ� WF�L {F'LAZS�3EII, OR 'I'AMPIPIG} ROLLER, �1MP.TIC SFZ:F- 1'RO SL�2APff�- 17 C.Y. � LESS SCF�PFt- d�l�t 1? C .Y . SIDE BOCM TRAGZ'QR- CRF�WLFR TYPE (130 i� & �,ESS } TRAGTOR- CRAWI�t TYPE tOVER 150 HP) Tf�C.'rOR -PS�IATIC _ TRAVELIPiG MI-i�R TRII�C�iII�iG MACiiINE-LIC�iZ' Z�IIY�NC3 MAC�iINE-I�'e'AVY WAC30Di-DRILi�. BORING MAtiiINE REINFORCII3G S�TEE'Z S�'i� (PAVING), REINFORCING SI� SET�'R ( S'I'R�JCIVRAL: S":%�L WOl��-STRUCIVRAL SIGrt F�tFaC�OR s��x Box oP�Tox BARFtICADE SERVICFR ZONE WK. MOT3NTEfl SI�l ZNSTALL�t ( PE�MANFl"`i'I' C�OUND ) TRUCK BRivFR-siNGLE AXLE {LIC�i-iT) TRUCK DRIVFR-SINGLE AXT,n" (HEAVY) TRUC�S I?RIVF�t-TANDEM AXLE ( SII�Si-'I�AII��) TRUCK DRIVFR-L(�7BOY/FI,OAT TRUC� DRIVER-�.RA�SIT MIX TRiJCX DRIVF1t-WINQi VISRATOR OPFRATOR WEZaDFR ss.s�o $9.000 $7.913 59.500 $8.404 59.0�3 57.908 58.703 S9.1b0 $8.213 59.453 58.500 s�.o42 $7.35a 57.875 $9.290 59.750 S4.OG0 $9.000 $9.513 510.5i7 59.500 $10.000 HttMAt3 R�JR� $10.346 59.891 56.402 59.000 $8.339 S7.963 $?.403 $8.i38 58.24� �57.743 $8. 448 $8.873 f7.735 $7.615 58.188 $12.498 59.000 59.218 Sl�. . 548 $16.300 511.43b 56.988 $6.402 $6.402 57:465 $8.067 $7 . 816 $9.653 S7 . 507 ss.zoo 57.000 $10.459 95HCi� L�I �i ,� � �, � � � �� ' � � � ' � r r �� ,�. �� CITY OF FORT WORTH . � , iIIC�iAY G�NTRUGTICki PREVAILIlYG WAGE RATE F�OR 1995 {T�� `�) $11.138 FOUNDATION �RILL OPR iiII,pF�i F'RONT II� i�QADER (2 1./2 CY OR LESS} 58.823 FRO�iT F�1T LOADIIt (OVFR 2 1/2 CY) $9.311 FIOIST (DOUSLE DRtJM b LESS) $8.917 • JGi7E 6, 1995 i-nJl�N R�SOURCE.S 95HGF4 L�J L�J � LJ L�! �� o�l�AENTQ�yOG� U.S. Department of Housing and Urban Development �,k ��I�� Office of Labor Relations Li'u *� Texas State Office, Southwest `c II (l II ��,2 1600 Throckmorton Street 9e'W DEVE�'�e Post Office Box 2905 Fort Worth, Texas 76113-2905 July 15, 1999 Ms. Deidra Emerson Fiscal IAGM City of Fort Worth 1000 Throckmorton Street Fort Worth, TX 76102 Dear Ms. Emerson: Subject: Project Number: � Project Name : Proj. Location: �' � B99MC480010 Playground Renovation Tarrant County Fort Worth, TX Enclosed is a copy of schedule of Wage Rates, Decision Number TX990046, of the Secretary of Labor, dated 03/12/99. This schedule must be made part of the contract documents for the subject project. Should you have further questions please let us know by calling Evelyn Drinkard at (817) 978-9355 Ext. 3350. � � . Enclosures U � a � � � . � � Sin rely j / T� F rias E. Fe gu n abor R lat on fficer � � General Decision Number TX990046 ' Superseded General Decision No. TX980046 n State: TEXAS u Construction Type: a HEAVY County ( ies ) : � JOHNSON PARKER TARR�NT Heavy Construction Projects (Including Water and Sewer Lines) � Modification Number Publication Date 0 03/12/1999 � � � L�J ' � l�J � � !•1 � ----------------------------------------------------------------------- n TX990046 Page: 1 i.1 l!J � COUNTY ( i e s ) : JOHNSON PARKER � � O � IL�J � � � � � � L�1 � � � L�l � PLUM0146B 05/O1/1998 TARRANT Rates Fringes PLUMBERS/PIPEFITTERS 18.98 2.79 ---------------------------------------------------------------- SUTX2047A 06/O1/1990 Rates Fringes CARPENTERS 10.40 $3.64 CONCRETE FINISHERS 9.81 ELECTRICIANS 13.26 FORM SETTERS 7.86 LABORERS: Common 6.37 Utility 8.09 PAINTERS 10.89 PIPELAYERS 8.43 POWER EQUIPMNENT OPERATORS: Backhoe 11.89 3.30 Bulldozer 10.76 Crane 13.16 3.30 Front End Loader 10.54 Mechanic 10.93 Scraper 10.00 REINFORCING STEEL SETTERS 10.64 TRUCK DRIVERS 7.34 ---------------------------------------------------------------- WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29 CFR 5.5 (a) (1) (v) ) . WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted ----------------------------------------------------------------------- TX990046 Page: 2 l� because those Regional Offices have responsibility for the � Davis-Bacon survey program. If the response from this initial ''contact is not satisfactory, then the process described in 2.) and 3.) should be followed. !•� u � !�] �� I!' � With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U. S. Department of Labor 200 Constiitution Avenue, N. W. Washington, D. C. 20210 � 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour AdministraCor U.S. Department of Labor 200 Constitution Avenue, N. W. Washington, D. C. 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an j� interested party may appeal directly to the Administrative Review �f Board (formerly the Wage Appeals Board). Write to: �� L1 LJ � 11�J !�' �J Administrative Review Board U. S. Department of Labor � 200 Constitution Avenue, N. W. Washington, D. C. 20210 4.) Al1 decisions by the Administrative Review Board are final. END OF GENERAL DECISION ----------------------------------------------------------------------- � TX990046 Page: 3 . WEATHER TABLE . AVERAGE DAYS INCHES S�IOW/ICE NIONTH ; RAINFALL (1) RAI�1F.aI.L (2) PELLETS (3 ) JANUARY 7 � 1.80 1 FEBRUARY 7 2.36 * NIA.RCH 7 2.�4 ' APRIL 9 4.30 0 �IAY 8 4.47 0 JLJNE 6 3.0� 0 JULY � I . 84 0 AUGUST � . 2.26 0 SEPTEtiiBER 7 3.1� 0 OCTOBER 6 2.68 0 NUVEViBER 6 2.03 0 DECE�IBER 7 1.82 * A�t�1li AL.LY 80 32. � 0 1 ( I) Average normal number of da�•s rainfall, 0.01" or more. (2) A��eragc normal precipitation. (3) One inch (1 ") or more. * Less than one-half inch (1/2"). Unseasonable weather is defined for contract purposes as rain/sno�v days which exceed the avera�e number of days or inches of rainfall in any given month. This table.is based on information recorded at the former Greater South«•est Intemational Airport, Forc Worth, Texas, covering a period �f 18 years. Latitude 32° �0' N, Longitude 97° 03' W, elevation (ground) 537 ft. � �� 'J � �� I � �� I■� VENDOR COMPLIANCE TO ST�TE LAW � The 1985 Session of the Texas Legislature passed House Bi11620 relative to the award of contracts to non-resident bidders. This law provides that, in order to be awarded a convact as low bidder, non- resident bidders ��out-of state contractors whose corporate offces or principal pIace of business are outside of the State of Texas) bid projects for cortstruction, improvements, supplies or services in Texas at an amount lower than the lowest ?exas resident bidder by the same amount that a Tesas resident bidder would be required to underbid a non-resident bidder in order to obtain a comparable contract in the State in which the non-resident's principal place of business is located. The appropriate blanks in Sec;ion �, must be filled out by all out-of-state or non-resident bidders ia order for your bid to meet specifications. The faiIure of out-of-sta;e or non-resident contractors to do so will automatically disqualify that oidder. Resident bidders must check the box in Section B. A. Non-resident vendors in (give state), our principal place of business, are required to be percent lower than resident bidders by state law. A copy of the statute is attached. Non-residPr.t ver.dors in (sive state), our principal place of business, are not r�auired to underbid resident bidders. � B. Our principal place of business or corporate offices are in the State of Texas. Ll - BIDDER: � � (please print) � �J �� (please print) (please print) ❑ Please Check ar mark with an "X" �� SiQnature: Titie: City State THIS FORtii viliST BE RETLR��ED i�VITH YOL'R OUOTATION � � � VENDOR CO�LIANCE TO STATE LAW Comoany Z1D �� !J' � Q l�; � CONTRACTOR COMPLIAIYCE WITH WORKER'S COMPENSATION LAW Pursuant to Article 8308-3.23 of Vernon's Annotated Civil Statutes, Contrac:v; certifies that it provides Workers' Compensation Insurance covera�e for all of iu employees employed on City of Fort Worth Pioject Number . STATE OF TEXAS � COUNTY OF T.4RRANT' CONTRACTOR By: Title Date § § � Q BEFORE �, the undersiened authority, on this day personally appeared , known to me to be the person whose name is subscribed to the fore�oing instrument, and acknowledged to me that he executed the same as the act and deed of for the purpose and � consideration therein expressed and in the capaciry therein sta;ed. GNE�t LTNDER �IY HAV� .�vD SE:�L OF OFFICE this day of ,:9_. � � � l� � � a Notary Public in and for tne State of Texas a. Contractor agre�s to provide to the City a cenificate showing that it has obtained a policy of Worker's Compensation insurance covering each of its employees employed on the project in compliance with State law. No Notice to Proceed will be issued uatil the Contractor has complied with this section. b. Contractor agrees to require each and every subcontractor who will perform work on the project to provide to it a certificate from such subcontractor stating that the subcontractor has a policy of Worker's Compensation Insurance covering each employee employed on the project. Contractor will not permit any subconnactor to perform work on the project until such certificate has been acquired. Contractor shall provide a copy of all such certificate to the City. CONTftACTOR COMPLIANCE - WORTCERS' COiv�ENSATION -1- TC� rI'II� �1VY�'L�Y�R�c��cY�Ac��on: Pursuant to Texas Worker�S COIII[�eI1S1t1011 CO(11It11SS1011 I�UIe 1 10.11�(cl)(7), a � conlr�ctor zng�gecl i�i 1 l�L�ilcling or co»struction I�roject for a govei•nment eiltity 'rs required to �osC a notice c�n eacl� ��rc�ject site in['or�nin� all ��ersons ��rovicli»g services . on tl�e project tl�at they are requirecl to be covereci by workers' compensation insurance. . The notiee requirecl by lliis rule cioes not salisfy otl�er �osting requii•ements iil�posec� by tl�e Texas 'VVorkers' Com��ens�lion Act or oll�e�' COI11f111SSlOtI I'UIeS. TIi1S t10L1Ce Il1USt: (1) be posted in En�lish, S��ar�isll and aily other l�n�uabe common to tl�e empioyer's ' employee �ol�ulation; ` . (2) be displayecl oil eacll I�rojecC site; � � (3} state Ilow a�ei'SO11 11`l1y V(;ri fy current cover��e �nd re�ort failure to I�rovide coverage; � (4) be printed witl� a tille in at least 30-I�oinl bold ty��e ac�cl text in �t least 19-point normal tyl�� ;_ a ncl � (5) �eontain tl�e exaet worcls as �i�eseri�ec! iil IZule 1 lU.l lU(ci}(7} witllout adciitio��al words or chan�es. ; The n�tice on the reverse sicle mcets tl�e ab�ve rec�uiren�c�ils. l�ailiire l� rost the no�ice as required l�y Ihis rule is a violali�n of �I�e Act ai�ci commission rules. '1'I�e viulator may b� subject to �l(J1111I1lSiI'1IlVe ; �enalties. . � Ci � d' C� � � t� C3 C� C� � Q i� C.7 C� �3 � CI C� REQUIIZE� WOI�I�ERS' C�MPENSATION . COVERAGE 1,he law reqLiires tllat eac11 �erson wot-lcing on tliis site or providing services related to tliis cotistruction project ��nust be covered by workers' � compensation insurance. T'his includes persons providing, llauli�ig, ol- deliveritlg equipment or mate;rials, or providii�g labor or transportation or otlier service related to tl�e pi-oject, regardless of the identity of tl�ei�r employer or status as an emplo�ee. , Call the Texas Workers' Compensation Comrnission at 512-440-3789 to receive information on t�ie Iegal requirement for coverage, to verify wl�ether your employer lias �rovided tlie required coverage, or to report an employer's� failure to provide coverage. �r r � au� � � � s�Z�� ..� � s ��i:�; COBER.TURA RE UERIDA DE Q C�MPENcACION �AIZA TRABAJADOR�S La ley requYei-e que cada pel-solia traUaj�ndo eii este .sitio o proporciona servicios relacionados con este proyecto dE; coristruccion tiene que estar cubierto por asegur�tnza de colnpensacion para trabajadoY-es. Esto A incluye pel•solias que pro9�orcio»all, cargan, eYlt�-egan ec�uipo 0 � materiales o proporcionan i�1�no de obr. ra, �ransportan, o cualquier . servicio relacion�ldo con es�e proyecto, sir� considerar la identidacl del patron o estado de1 em�leado . , L1ame a la Comisioii Tejalla de CompeYisacioil para Travajadores al � � 512-440-3789 para i-ecibir info.rmacioli de los rec�ueririlientos legales de . cobertura, para veri�ficar si su pa�ron le ha proporci.onac�o la coUertura � requerida o para reportar fal�a de1 patron en pr�oporcioYlarle cobertu t� � c� � c� � t� o� c� c� � c� �a �a c� � c� � c� � � a , � � � � r�1� � J TECI�NICAL SPECIFICATIONS DIVISION .1- GENERAL REQUIREMENTS SECTION 01Q10 - SUI�IlVIARY OF WORK The contractor shall supply all superintendence and shaIl perform all work and furnish all labor, equipment, materials and incidentals necessary and complete all work as described in the plans and specifications. The Contractor shall be responsible for the construcuon layout and stal:e lines and grades for this pr�ject. All construction and other work shall be done by the Contractor in accordance with the best engineering and construction practices for the skill or trade involved. The work to be accomplished under these plans and specifications for Playground Safety Surface at 12 Park Sites as follows: Bonnie Brae Park Carter Park Casino Park Cobb Park Forest Park Haroid Park Meadowbrook Park Northside Park Rockwood Park Rosemont Park Sunset Park Sycamore Park � �- I� .I ,{ � �� Tre scope of work includes: Mapsco 64-A 91-L 45-U 77-V 76-P 76-G 79-B 62-.I 62-5 90-G/L 45-5/T 78-J Construction and/or installation of playground edgin„ wallcway and ramp access to playground areas, demolition and removal or relocation of existing play equipment, installation of new play equipment to be provided by Owner, removai of existing playground surfacing and replacement of same with wood safety surfacing wiQi required subgrade drainage, site grading and turf establishment 'T hese plans and specifications were prepared for the Parks and Community Services Department � by Oliver R. Windham Landscape Architect. The Department of Engineering will administer the cantract and furnish inspection. � �� _� The Contractor shall be responsible for construction layout a�id stake lines and grades in order to complete work as described in plans and specifications. The applicable items contained in the Standard Suecifications for Street and Storm Drain Construction for the City of Fort Worth, Texas, shaIl apply :o this contract just as though each GENERAL REQUIRFMENTS 1 � � � lJ l�J L�J � � were incorporated in these documents. Where the provisions or specifications contained in those documents are contrary to this publication, this publication shall govem. In case of conflict between plans and specifications, the plans shall govern. A copy of the Standard Snecifications for Street and Storm Drain Construction can be purchased at the office of the Transportation and Public Works Department , 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth, Texas. The contractor shall secure all permits and licenses, pay all charges and fees and give alI notices necessary and incidental to the due and lawful prosecution of the work. The Contractor shall contact the City of Fort Worth's Development-Plans Exam Section for a determination of applicable permits or variances required for this project. SECTION 01435 - CONTRACT T�ME I.OI PROGRES� AND COMPLETION � Upon receipt of a notification letter and the executed construction contract, the Contractur shall be responsible for scheduling a preconstruction conference, which shall be held no later than ten workmg days from the date of the notification letter. t� I � LJ �1 L; C�� LJ � l�� L�J L�J At the time of the preconstruction conference , a construction start date shall be established and indicated in the Notice to Proceed (Work Order) issued by the Parks and Recreation Department. The Contractor shall begin�the work to be performed under the contract on or before ten working days from the date the Work Order is issued. The Contractor shall carry the work forward expeditiously with adequate forces and shall complete it within the period of time stipulated in the contract. 1.02 LIQUIDATED DAMAGES This project will be completed withir t� c sper.ified days allowed. Liquidated damages will be assessed if the pro;ect runs over the allotted time. SECTTON O11U0 - ALTERNATIVES The City reserves tne right to abandon, without obligation to the contractor, any part of the project (subject to conditions set forth in Section 01150 - Payment to Contractor) or the entire project at any time before the Contractor begins any constructian work authorized by the City. SECTION 01150 - PAI'tiiENT TO CONTRACTOR I.Oi SCOPE OF PAYI�IENT: The Contractor shall accept the compensation as provided in the contract in full payment for furnishing and paying for all materials, supplies, subcontracts, labor, tools and equipment necessary to complete the work of the contract; for any loss or damage which may arise from the nature of the work from the action of the elements, or from an� unforeseen difficulty which may be encountered in the prosecution of the work, until the final acceptance of the work by the City; for aIl Gr.�T1ERAL REQLTIR�:Mr.'T'l'S 2 L�J � � . � C �■J �' � L!' � L� i L!� risks of every descriprion connected with the prosecution of the work; for all expenses and damages which might accrue to the Contractor by reason of delay in the initiation and prosecution of the work from any cause whatsoever; for any infringement of patent, trademark or copyright, and for completing the work according to the plans and/or specifications. The payment of any current or partial estimate shall in no way affect the obligations of the Contractor to repair or remove, at his own expense, the defective parts of the construction or to replace any defective materials used in the construction, and to be responsible for all damages due to such defects if such defects or damages are discovered on or before the final inspection and acceptance of the work. ' 1.02 Partial pay estimates shall be submitted by the Contractor or prepared by the City on the Sth day and 20 day of each month that the work is in progress. The estimate shall be processed by the City on the IOth day and 25th day respectively. Estimates will be paid within 25 days following the end of the estimate period, less the appropriate retainage as set out below. Partial pay estimates may include acceptable nonperishable materials delivered to the work place which are to be incorporated into the work as a permanent part thereof, but which at the time of the pay estimate have not been so installed. If such materials are included within a pay estimate, payment shall be based upon 85% of the net invoice value thereof. The Contractor will furnish the Engineer such information as may be reasonably requested to aid in the verification or the preparation of the pay estimate. 1.03 It is understood that the partial pay estimate amounts will be approximate only, and all partial pay estimates and payment of same will be subject to conecrion in the estimate rendered following the discovery of the mistake in any previous estimate. Payment of any partial pay estimates shall not be an admission on the part of the Owner of the amount of work done or of its quality or sufficiency or as an acceptance of the work done; nor shall same release the Contractor of any of its responsibilities under the Contract Documents. 1.0� The City reserves the ri�ht to withhoId the payment of any partial esrimate if the ["`� Contractor fails to perform the work in strict accordance with the specifications or other U provisions of this Contract. � 1.U5 For contracts of less than 5400,000 at the time of execution, retainage shall be 10 percent. For contracts of �400,000 or more at the time of execution, retainage shall be � percent. LJ L� � !�J C� 1.06 Contractor shall pay subcontractors in accord with the subcontract agreement within five business days after receipt by Contractor of the payment by City. Contractor's failure to make the required payment to suhcontractors will authorize the City to withhold future payments from the Contractor until compliance with this paragraph is accomplished. 1.07 Contractor hereby assigns to City any and all claims for overcharges associated with this contract which arise under the antitrust laws of the United States, 15 U.S.C.A. Sec. 1 et seg (1973). . Cr�C..'=RAL R:QUiit�M�TtrS ' 3 � � � �; � �� L!�J � I� � � LJ � � � u L�l M� 1.08 INCREASED OR DECREASED QUANTITIES: The Owner reserves the right to alter the quantities of the work to be performed or to extend or shorten the improi�ements at any time when and as found to be necessary, and the Contractor shall perform the work as altered, increased or decreased at the unit prices. Such increased or decreased quantity shall not be more than 25 percent of the contemplated quantity of such item or items. When such changes increase or decrease the original quantity of any item or items of work to be done or materials to be furnished by the 25 percent or more, then either party to the contract shall upon written request to the other party be entitled to a revised consideration upon that portion of the work above or below the 25 percent of the original quantity stated in the proposal; such revised consideration to be determined by special agreement or as hereinafter provided for "Extra Work." No allowance will be made for any changes in anticipated profits nor shall such changes be considered as waiving or invalidating any conditions or provisions of the Contract Documents. I.09 PAYMENT FOR EXTRA WORK: Extra work performed by the Contractor, that is authorized and approved by the City Engineer, will be paid for under "Change orders" made in the manner hereinafter described, and the compensation thus provided shall be accepted by the Contracior as payment in full for all labor, subcontracts, materials, tools, equipment and incidentals, and for all supervision, insurance, bonds and all other expense of whatever nature incurred in the prosecution of the extra work. Payment for extra work will be made under one of the following types of "Change orders" to be selected by the City: A. Method "A". By unit prices agreed upon in the contract or in writing by the Contractor and City Engineer and approved by the City Council before said extra work is commenced subject to all other conditions of the contract. B. Method "B". By a lump s�.�*�: price agreed upon in writing by the Conttactor and Ci�y Engineer ar.d approved by the City Council before said extra work is commenced, subject to all other conditions of the contract. C. Method "C". By actual field cost of the ��vork, plus 15 percent as described herein below, agreed upon in writing by the Contractor and City Engineer and approved by the City Council after said extra work is completed, subject to all other conditions of the contract. In the event extra work is to be performed and paid for under MeL':ad "C", the actual feld costs of the work will include the cost of alI workmen, foremen, tim�keepers, mechanics and laborers working on said project; all used on such extra work only, plus alI power, fuel, lubricants, water and similar operating expenses; and a ratable proportion of premiums on performance and payment bonds, public liability, workmen's compensation and all other insurance required by law or ordinance. The City Engineer will direct the form in which the accounts of actual field cost will be kept and will recommend in writing the method of doing the work and the type and [a� a : t � ;�1 i �,T I•I i1 �� . r �. � � L�J � � �� l L�J � L!, � LJ '� L�J I �J �� [�' L■j kind of equipment to be used, but such exira work will be performed by the Contractor as an independent contractor and not as an agent or employee of the City. The 15 percent of the actual field cost to be paid the Contractor shall cover and compensate him for profit, overhead, general supervision and field office expense, and all other elements of cost and expense not embraced within the actual field cost as herein specified. The Contractor shall give the City Engineer access to all accounts, bills, invoices and vouchers relating thereto. 1.10 DELAYS: If delay is caused by speci�fic orders given by the City to stop work, or by the performance of extra work, or by the fai�ure of the City to provide materiaI or necessary instructions for carrying on the work, then such delay will entitle the Contractor to an equivalent extension of time, his application for which shall, however, be subject to the approvaI of the City Council; no such extension of time shall release the Contractor or the surety on his performance bond from all his obligations hereunder which shall remain in full force until the discharge of the contract. 1.11 CLAIMS AND DAMAGES: Any claims for extra work or for any other related matter or cause must be made in writing to the City Engineer within seven calendar days from and after the cause or claim arises. Unless such claim is so presented, it shall be held that the Contractor has waived the claim, and he shall not be entitled to receive pay thereof. 1.12 TRANSPORTATION: No allowance or deduction will be made for any charge of freight rates. No allowance for transportation of inen, materials or equipment will be ailowed. 1.13 ACCEPTANCE AND FINAL PAYMENT: The City, upon receipt of the Director's "Certificate of Completion" and "Final Estimate" and upon receipt of satisfactory evidence from the Contractcr that all subcontractors and persons furnishing labor or materials have been paid in full and al] claims of damages to property or persons because of the carrying on of +his wurk have been resolved, or the claims dismissed or the issues joined, shall certify the estimate for final payment after previous payments have been deducted and shall notify the Contractor and his surety of the acceptance of the project. On projects divided into two or more units, the Contractor may request a final payment on one or more units which have been completed and accepted. The final acceptance of the completed work will be by the Parks and Community Services Department and all guaranties covering the compleied work and all maintenance periods shall begin with the date of this acceptance. On delivery of the final payment, the Contractor shall sign a written acceptance of the �j final estimate as payment in full for the work done. All prior partial estimates shall be �.� sul�ject to correction in the final estimate and payment. L■J L�J CE�IERAL REQr �1RrMII�1TS 5 LJ � � LJ [�J � C L� � SECTION Q1300 - SUBMITTALS Prior to construction, the contractor shall furnish the Parks and Community Services Department a schedule outlining the anticipated time each phase of constructi�n will begin and be completed, including sufficient time for clean-up. The Contractor shall submit to the Project Manager shop drawings, product data and samples required in specification sections. SECTION 01400 - QUALITY CONTROL The contractor will receive all instructions and approvals from the Director of Engineering and/or his assigned inspectors. The inspector will be introduced to the contractor prior to beginning work. Any work done at the direction of any other authority will not be accepted or paid for. Final approval for the finished project shall be given by the Director of Engineering, City of Fort Worth. The contractor or a competer�t and reliable superintendent shall oversee the work at all times. T�►e superintendent shall represent the contractor in his absence and all direciions given to him shall be binding as if given to the contractor. SECTION 01410 - TESTING LJ � LJ � LJ II� � L� I!� "'All tests made by the testing laboratory selected by the City will be paid for by the City. In the event manufacturing certificates are requested, they shall be paid for by the Contractor. SECTION 01500 - TEMPOR�iRY FACILITIES AND CONTROLS The contracr�r shall take all precautions necessary to protect all existing trees, shrubbPry, sidewalks, buildings, vehicles, utilities, etc., in the area ��?:�r� 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 (if any) are for information only and are not guaranteed by the Owner to be accurate as to location and depth; they are shown on the plans as the best information available from the owners of the utilities involved and from evidences found on the ground. The contractor shall determine the exact location of all existing utilities and conduct his work to prevent interruption of service or damages. SAFETY RESTRICTIONS - WORK NEAR HIG�i VOLTAGE LINES A waming sign not less than fve inches by seven inches, painted yellow with black letters that are legible at twelve feet, shall be placed inside and outside vehicles such as cranes, derricks, power shovel, drilling rigs, pile drivers, hoisting equipment or similar machinery. The warning sign shall read as follows: Gr.-NERAL REQUIR£MENTS !o L�J � � � � � L� :�� L�] � "WARNING - UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES." Equipment that may be operated within six feet of high voltage lir.es shall have an insularing cage-type guard about the boom or ann, except backhoes or dippers, and insulator links on the lift hood connections. When necessary to work within six feet of high voltage electric lines, the Contractor shall notify po��er company (TUElectric) to erect temporary mechanical barriers, de-energize the line, or raise or Iower the line. The contractor shall maintain a log of all such correspondence. The Contractor is responsible for all costs incurred. SEt�TION 01640 - SUBSTITUTIONS AND PRODUCT OPTIONS I.OI GENERAL Send submitttals for substitutions to: � I.02 PRODUCTS LIST L•, � �� : C � 1.03 CONTR.ACTOR'S OPTIONS ' I 'I A. Robert Rodriguez, Landscape Architect {817)871-�734 Parks and Community Services Department 4200 S. Freeway Suite 2200 Fort Worth, Texas 76115-1499 0 Within ten (10) days after date of Contract, submit to Landscape Architect r:vo (2) copies of complete list of all products which are proposed for installation. Tabulate,list by each specification section. For products specif ed under reference standards; include with Iisting of each product: 1. Name �nd address of manufacturer 2. '1'rade name 3. Model or catalog designation 4. �fanufacturer's data a. Perform�zce and test data b. Reference standards For products specified only by reference standards, select any product meeting standards, by any manufacturer. J�'.NEx�,L REQt7IP.EMENTs 7• 'J � � � : For products specified by naming severai products or manufacturers, seiect any product and manufacturer named. � L�J � I�l C. 1.04 SUBSTITUTIONS A. During bidding, Landscape Architect will consider vvritten requests from prime bidders for substitutions, received at least ten (10) days prior to bid date; requests received after that time will not be considered. . For products specified by naming one or more products, Contractor must submit request, as required for substitution, for any product not specifically named. B. Within thirty (30) days after date of Contract, Landscape Architect will consider D formal requests from Contractor for substitution of products in place of those specified L�J 1� C. � Submit ri�o (2) copies of request for substitution. Include in request: 1. Complete data substantiating compliance of proposed substitution 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. � � � � � l�' � � � � In making request for substitution, Bidder/Contractor represents: 1. He has personali� 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 (or better) for substituted product or method specified. 3. He will coordinate installation of accepted substitution into work, mak.ing such changes as may be required for work to be complete in all respects. 4. He waives all claims for additional costs relat�d to substitution which consequentiy become 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 1.04. . 2. Acceptance will require substanrial revision of Contract Documents. GEIZER.AL xEQUIRFME�xfs $ �� ' � 1.01 � � � ' J CLEANING SECTION 01700 - PROJECT CLOSEOUT The Contractor shall mal:e final clean-up of the construction area, to the satisfaction of the Parks and Community Services Department, as soon as construction in that area is completed. Clean-up shall include removal of all construction materials, pieces of concrete, equipment and/or other rubbish. No more than five (5) days shall elapse after the �ompletion of construction before the area is cleaned. Surplus materials shall be disposed cf by the Contractor, at this own eapense, and as directed by the Parks and Communinr Services Department. Cleaning of equipment by Contractor or Subcontractor, such equipment as cement mixers, ready-mih trucks, tools, etc., shall take place in an area designated by the Parks and Community Services Department. 1.02 GUARANTEE 0 The Contractor shall be responsible for defects in this project due to faulty workmanship er materials, or both, for a period of one (1) year from the date of final �cceptance of this project by the Parks and Community Services Department. 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. �■J ■J � � �� ' �J i�� SECTION 01800 - CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its off cers, servants and employees, from and against any and all claims or suits for properiy loss, property damage, personal injury, including death, arising out of, or alleged to arisP out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not an�� such injurv, damaQe or death is caused, in whole or in part. bv the ne�li�ence or atleged ne�li�ence ofOwner, its offcers. servants, or e»r�loyees Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or destruction to property of the Owner arising from the performance of any of the terms and conditions of this Contract, whether or not anv such iniury or damage is caused in whole or in part bv the negliQence or alle�ed neQli�ence of'Owner, its ojrcers, servants or e»wloyees. In the event O��ner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Direcfor may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is ouutanding as a result of work performed under a City Contract. END OF DIVISION � �• • • �• � �a � �1 � � a � � � � � � � U � � � � � � SECTION 02100 - SITE PREPARATION PART 1 - GEl�TERAL 1.01 SCOPE: Work in this section includes furnishing all labor, materials, equipment and services required for clearing and grubbing, demolition, and removal and disposal of items as specified herein and on the plans. 1.02 RELATED WORK SPECIFIED ELSEWHERE: A. : Section 02200 — Earthwork Existing Conditions, Removal and Demolirion Items 1.03 METHOD OF PAYMENT; Site preparation is a necessary and incidental part of the work. The total cost will not be included in the unit subtotal in the Bid Proposal. Payment ��il] not be made on a unit price basis. PART 2 — PRODLICTS 2.01 No products are required to execute this ��vork, except as the Contractor may deem necessary. PART 3 — EXECUTION 3.01 CLEARING AND GRUBBING: A I: Clearing and grubbing shall consist of removing all natural and artificial objectionable materials from the project site or from limited areas of construction specified within the site. In general, clearing and grubbing shall be performed in advance of grading and earthwork operations and shall be performed over the entire area of earthwork operations. C. Unless otherwise specified on the plans, all trees and shrubs of three inches caliper and less (caliper is the diameter as measured 12 inches above the ground) and all scrub growth, such as cactus, yucca, vines, and shrub thickets, shall be cleared. All dead trees, logs, stumps, rubbish of any nature, and other surface debris shall also be cleared. D. Buried material such as logs, stumps, roots of downed trees that are greater than one and 1-1/2') inches in diameters, matted roots, rubbish, and foreign debris shall be grubbed and removed to a minimum depth of 24 inches below proposed finished grades. E. Ground covers of «�eeds, grass, and other herbaceous vegetation shall be removed prior . to stripping and stockpiling topsoil from areas of earthwork operations. Such removal shall be accomplished by "blading" off the uppermost layers of sod or root-matted soil for removal. SITE PREPARATION 02100 -1- �.i � 3.02 PAVEMENT REMOVAL: � A. Bituminous and concrete pavements shall be removed to neatly sawed edges. Saw cuts shall be full depth. If a saw cut in concrete pavement falls �vithin 3 feet of an existing score joint, construction joint, saw joint, cold joint, expansion joint, or edge, the � concrete shall be removed to that joint or edge. All saw cuts shall be parallel and,�or perpendicular to the line of existing pavement. If an edge of a cut is damaged subsequent to saw cutting, the concrete shall again be sawed to a neat, straight line for othe purpose of removing the damaged area. B. Concrete curb and gutter shall be removed as specified above. No section to be replaced pshall be smaller than 30 inches in length or width. 3.03 UTILITIES REMOVAL: In general, those utilities on the site that are to be removed and that belong to the Owner shall be removed by the Contractor. The Owner is responsible for ananging the relocation or removal of other urilities owned by utility companies or other parti es. ' 3.04 MINOR DEMOLITION: There are certain pieces of play equipment on designated sites that are to be removed or relocated. Unless otherwise specified, (refer to plans and Section 02860) such items become the property of the Contractor for subsequent disposal. Removal includes �" all concrete footings supporting the equipment. � 3.05 USE OF EXPLOSIVES: The use of explosives will not be permitted in site preparation operations. � 3.06 BACKFILLING: All holes, cavities, and depressions in the ground caused by site preparation operations will be backfilled and tamped to norma] compaction and ��ill be graded to prevent ponding of ��ater and to promote drainage. In areas that are to be immediately excavated, the � Architect/Engineer may permit holes, etc., to remain open. 3.07 DISPOSAL OF WASTE MATERIALS: A. Unless otherwise stated, materials generated by clearing, grubbing, removal, and � demolition shall be known as "waste" or "spoils" and shall be removed from the site and � disposed of by the Contractor. Similar materials may be unearthed or generated by earthwork operations or by subgrade preparation. Unless otherwise specified any merchantable items become the property of the Contractor. � END OF SECTION � � � l SITE PREPARATION 02100 -2- u � � PART 1 -GENERAL SECTION 02140 - EARTHWORIt 1.01 SCOPE: Work in this section includes furnishing all labor, materials, equipment, and services � required to construct, shape, and finish earthwork to the required lines, grades, and cross sections as specified herein and on the plans. 1.02 RELATED WORK SPECIFIED ELSEWHERE r� : D 1'� �J � � � � a � � � � Section 02100 - Site Preparation. Grading Plan: Refer to plan sheets. 1.03 METHOD OF PAYMENT: Earthwork is a necessary and incidental part of the work. The total cost vvill not be included in the unit subtotal of the Bid Proposal. Payment w711 not be made on a unit price basis. PART 2 - PRODLICTS 2.01 LTNCLASSIFIED EXCAVATION: Unclassified excavation shall consist of all excavation, unless separately designated, ��ithin the limits of the work. Unclassified excavation includes all material encountered regardless of its nature or the manner in which it is to be excavated. 2.02 UNCLASSIFIED FILL A. Unclassified fill shall consist of all fill within the limits of the work. All suitable native materials removed in unclassified excavation, or similar imported materials, shall be used insofar as practicable as unclassified fill. Properly deposited, conditioned, and compacted fill is hereinafter refened to as "earth embankment." B. Rock: Minor quantities of rock not greater than four inches in greatest dimension are permissible in fill materials used to construct earth embankment. Minor quantities of rock of greater dimensions may be placed in the deeper fills in accordance with the State Department of Highways and Public Transportation requirements for construction of rock embanlanents, provided such placement of rock is not immediately adjacent to structures or piers. Also, rock may be placed in the portions of embankments outside the limits of the completed graded width where the size of the rock prohibits their incorporation in t1�e normal embankment layers. 2.03 TOPSOIL On-Site Topsoil: Topsoil shall consist of an average depth of six inches of native surface soil Ieft in place after the ground cover of herbaceous vegeta.tion and other objectionable matter has been cleared by "blading," as specified in Section 02100, "Site Preparation." Topsoil ma_y be greater or less, than the upper six inches in depth. EARTHI�'ORIC 02140 -1- � � 2.04 IlViPORTED FILL � A. Imported fill materials shall be used for the construction of earth embankment in the event that (1) the volume of unclassified excavation is less than the volume of fill required for earth embankment andlor (2) the condition of materials removed in F unclassified excavation makes them unsuitable for use in the construction of earth � embankment. l'�1 C B. The Contractor shall haul and place imported fill obtained from off-site sources as necessary to construct the embankment and various other details of the construction plans. All costs related to such imported fill will be included in the contract price, and no additional or separate payment for imported fill will be due the Contractor. C. A sample of the proposed imported fill must be provided by the Contractor and be � approved by the Owner. In general, imported material must be equal to or better than native material in quality and engineering characteristics. The Architect/ Engineer may also require the Contractor to provided a material analysis test of the proposed fill. �, 2.05 SELECT MATERIALS l� l �J � � r � � � a � A. Select materials shall be imported from offsite sources, unless they are available from specifically designated areas on the site as marked on the plans. B. Cushion Sand: Clean fine sand, free from clay clumps, rocks, or other deleterious material. 2.OF UNSUITABLE MATERIALS A. Topsoil, select material, imported �11, or unclassified fill will be declared as "'unsuitable" by the O��vner if, in his opinion, any of the follow�ing conditions or matter and particles are present to a degree that is iudged detrimental to the proposed use of the material. � 3. 4. 6. 7. 8. 9. Moisture Decayed or undecayed vegetation Hardpan clay, hea�y clay, or clay balls Rubbish Construction rubble Sand or gravel Rocks, cobbles, or boulders Cementious matter Foreign matter of any kind B. Unsuitable materials w711 be disposed of as "waste" as specified in Section 02100. C. Wet Materiat: If fill material is unsatisfactory for use as embankment solely because of high moisture content, the Architect/Engineer may grant the Contractor permission to process the material to reduce the moisture content to a usable optimum condition. EAR7'I-NVORI� 02140 -2- ' �I � i� � PART 3 - EXECUTION 3.01 SITE PREPARATION: In general, "site preparation," as specified in Section 02100, shall be performed in advance of grading and earthwork operations and shall be completed over the entire area of earthwork operations. 3.02 TOPSOIL A. The removal and storage of topsoil shall occur after site preparation is complete and before excavation and embankment construction begin. Likewise, topsoil will be replaced after excavation and embankment construction are complete. B. Removal: Topsoil shall be stripped to an average depth of six inches from areas where excavation and embankment construction are planned. Topsoil may be obtained from greater depths if it is uncontaminated by the substratum and it is of good quality, in the opinion of the Architect/Engineer. � !�J C. Storage: Topsoil shall be stored in stockpiles conveniently located to areas that will later receive the topsoil. Stockpiles shall be out of the way of earthwork operations in locations approved b}� the Owner or Architect/Engineer. Stored topsoil shall be kept separate from other excavated materials and shall be protected from contamination by objectionable materials that would render it unsuitable. At no time during the course of construction shall stockpiled materials be permitted to develop vegetative growrth. Contractor shall be responsible for monitoring stockpiled materials and take whatever action necessary to prevent vegetative growth. Owner to approve methods. � D. Timing: Topsoii w�ll not be replaced (deposited) until construction activities are complete that �vould create undesirable conditions in the topsoil, such as � overcompaction or contamination. Trenching for items such as electrical conduit and irrigation pressure lines must be complete before topsoil replacement may begin. C L'_� l'�J � � � E. Replacement: Topsoil will be deposited in a single layer or lift. It will be placed, processed, compacted, and graded to leave a finished layer of topsoil not less than five inches in depth. Unless otherwise indicated, topsoil will be replaced over all areas of earthwork (including slopes), except where pavement is planned. F. Grading: Topsoil will be final graded to the elevations shown on the plans. Fine grading will be accomplished with a weighted spike hanow, weighted drag, tractor box blade, light maintainer, or other acceptable machinery. All particles of the finish grade shall be reduced to less than one inch in diameter or they shall be removed. All rocks of one inch or greater shal] also be removed. Grading operations and equipment will be such that topsoil does not become overcompacted. Bulidozer blades and front-end loader buckets are not acceptable devices for topsoil grading operations. Final grading within five feet of constructed or installed elements shall be hand raked. G. Acceptability: Finished areas of topsoil are satisfactory if they are true to grade, true in plane, even in gradient (slope), uniform in surface te�cture, and of norma] compaction. EARTHVVORI� 02140 -3- � � � � � Areas of loose granular pockets or of overcompacted soils are not acceptable and will be reworked. Finished areas will promote surface drainage and will be ready for turfgrass planting. 3.03 LTNCLASSIFIED EXCAVATION A. All excavated areas shall be maintained in a condition to assure proper drainage at all times, and ditches and sumps shall be constructed and maintained to avoid damage to the areas under construction. B. Surplus Material: � � I "� � � L�!' � 2 Surplus excavation is that quantity of material that may be left over after the grading plan is executed, and all earthwork operations, including excavation, embankment construction, topsoil replacement, and final grading, are completed. Any other surplus material shall be disposed of as "waste" as specifed in Section 02100. At this each park site, as approved by the Architect/Engineer, Contractor may be permitted to "��aste" the surplus by constructing additional embankment in an approved location. No additional payrrient for such work would be due that Contractor. C. Excavation in Rock: The use of explosives will not be permitted. Unless other��ise indicated on the plans, excavation in solid rock shall extend six inches belo�� required subgrade elevation for the entire ��vidth of the area under construction and shall be backfilled vvith suitable materials as indicated on the plans. 3.04 EARTH EMBANKMENT A. Earth embanl:ment is defined as embankment composed of suitable materials removed in unclassified excavation andlor imported fill. The construction of embankment includes preparing the area on which fill is to be placed and the depositing, conditioning, and compaction of fill material. B. General: Except as otherwise required by the plans, al] embankment shall be constructed in layers approximately parallel to the finished grade of the graded area, and each ]ayer shall be so constructed as to provide a uniform slope as shown on the grading plan. Embankments shall be constructed to correspond to the general shape of the typical sections shown on the plans, and each section of the embankment shall conespond to the detailed section or slopes established by the drawings. After completion of the graded area, embankment shall be continuously maintained to its finished section and grade until the project is accepted. C. Preparation: Prior to placing any embankment, all preparatory operations vvill have been completed on the excavation sources and areas over which the embanl�nent is to be placed. The subgrade shall be proof rolled to detect soft spots, which if exist, should be reworked. Proof rolling shall be performed using a heavy pneumatc tired roller, loaded dump truck, or similar piece of equipment weighing approximately 25 tons except as othenuise specified for tree protection and areas inaccessible to vehicular EARTH��'ORIC 02140 -4- � •Ls, fJ � � � compactors. Stump holes or other small excavations in the limits of the embankments shall be backfilled with suitable material and thoroughly tamped by approved methods before commencing embankment construction. The surface of the ground, including plowed, loosened ground, or surfaces roughened by small washes or otherwise, shall be restored to appro�imately its original slope by blading or other methods, and, where indicated on the plans or required by the Owner, the ground surface, thus prepared, shall be compacted by sprinkling and rolling. D. Scarification: The surface of all areas and slopes over which fill is to be placed, other than rock, shall be scarified to a depth of approximately six inches to provide a bond between the existing surface and the proposed embankment. Scarification shall be accomplished by plowing, discing, or other approved means. Prior to fill placement, the loosened material shall be adjusted to the proper moisture content and recompacted to the density specified herein for fill. E. Benching: Scarification is normally adequate for sloping surfaces. However, in certain eases where fill is to be placed against hillsides or e�sting embankment with slopes greater than 4:1, the Owner may direct the Contractor to key the fill material to the existing slopes by benching. A minimum of two feet normal to the slope shall be removed and recompacted to insure that the new work is constructed on a firm foundation free of loose or disturbed material. F. Depositing: Fill material shall be placed in horizontal layers or lifts, evenly spread, not � to exceed eight inches in loose depth before conditioning and compaction. Unless otherwise permitted, each layer of fill material shall cover the length and width of the area to be filled and shall be conditioned and compacted before the next higher layer of � fill is placed. Adequate drainage shall be maintained at all times. l. fi ] � � I � � V � � G. Watering: At the time of compaction, the moisture content of fill material shall be such that the specified compaction will be obtained, and the fill will be firm, hard, and unyielding. Fill material «�hich contains excessive moisture shall not be compacted until it is dry enough to obtain the specified compaction. H. Compacting: Each layer of earth fill shall be compacted by approved tamping or sheepsfoot rollers, pneumatic tire rollers, or other mechanical means acceptable to the Owner. Hand-directed compaction equipment shall be used in areas inaccessible to vehicular compactors Grading: Embankments shall be constructed in proper sequence and at proper densities for their respective functions. All embankment serves in one capacity or another as subgrade (e.g., under topsoil; under concrete and asphalt pavement, under structures, etc.). Accordingly, the upper layer of embanlanent shall be graded to within plus or minus 0.10 foot of proper subgrade elevation prior to depositing topsoil, and prior to the construction of pavements, slabs, etc. EART}iVVOR� 02140 -5- u � 3.05 DENSITY CONTROL � A. Earth Embanl:ment in General: Earth embankment shall be compacted in lifts at a minimum of 90 percent of Standard Density ASTM D698 with plus 4 percent or minus � 2 percentage points of optimum moisture content. � '� � 1 �� B. Earth Embankment Under Structures and Pavement: The top 6 inches of natural earth comprising the subgrade for structural slabs or for areas of pavement shall be 95 percent to 98 percent of Standard Density ASTM D698 with the moisture content at minus 2 percent to plus 4 percent of optimum. 3.06 MOISTURE MAINTENANCE: The specified moisture content shall be maintained in all embankments that are to function as subgrade for structures, areas of pavement, or for select embankment. After completion of the embankment, the Contractor shall prevent excessive loss of moisture in the embankment by sprinkling as required. Loss of moisture in excess of 2 percent belo«� optimum in the top 12 inches of the fill will require that the top 12 inches of the embankment be scarified, wetted, and recompacted prior to placement of the structure, select fill or pavement. If desired, the Contractor may place an asphalt membrane of emulsified or cutback asphalt over the completed embankment and thus eliminate the sprinkling requirement. � 3.08 TOPSOIL REPLACEMENT: Topsoil shall be carefully placed to avoid any displacement or damage to the subgrade. If any of the subgrade is rutted, damaged or displaced it shall be � restored prior to placing topsoil. Topsoil shall be replaced as specified herein per Item 3.02. Lj � r � � � � END OF SECTION EAR'THWORI: �/'' 02140 -6- � l�i � PART I - GENERAL SECTION 02200 - STTE UNDERDRAINS 1.01 SCOPE: Work in this section includes furnishing all labor, matenals, equipment, and services � required to construct underdrains to the required lines, grades, and cross sections as specified herein and on the plans. � 1.02 RELATED WORK SPECIFIED ELSEWHERE: � � : Section 02140 - Earthwork. Section 03300 - Cast-in-Place Concrete � PART 2 - PRODUCTS �,., 2.01 UNDERDRAIN PIPE: Pipe and fittings shall be flexible, corrugated tubing manufactured of high-density polyethylene resins and conforming to ASTM Product Specifications F-405 and ` F-667. Drainage tubing shall be as manufactured by Advanced Drainage Systems (ADS), Inc., . of Columbus, Ohio. The local manufacturing plant which will provide a list of suppliers is in �� Ennis, Texas - telephone (214) 875-6591. A. Perforated Pipe: Perforations shall be linear slots cut radially into the tubing ��all � between corrugations. Perforated pipe w�ill be furnished complete with the Cerex nylon "Drain Guard" screen. The screen ��ill completely surround the pipe and will have a �R lapped, welded longitudinal joint. B. Non-Perforated Pipe: Non-perforated pipe shall be used for collector lines which convey the water from perforated pipe to the concrete inlet or outfall. C. Fittings: All couplings, reducers, tees, ells, plugs, caps, and other fittings shall be non- perforated and shall be of the same manufacturer as the drainage tubing. A fitting shall be used at each pipe junction/termination, as appropriate. � 2.02 FILTER MATERIAL: Filter material for use in backfilling trenches over and around , underdrains shall consist of 1 1/2" to 2" gravel washed free of organic or other deleterious matter. 2.03 FILTER FABRIC: Filter fabric to line and lap over gravel filled subdrain trench shall be Mirafi 140N drainage fabric as manufactured by Celanese Corporation, (800) 223-9811, or approved equal. PART 3 - EXECIITION � 3.01 VERTICAL AND HORIZONTAL CONTROLS: A. The Contractor shall establish or shall employ a licensed surveyor to establish al] ]ines and grades necessary for each stage of the work described herein. �" SITE LJNDERDRAINS 02200 � � � B. Provide bIue tops for reference in dressing trench bottoms at intervals not to exceed 30 feet along the centerline of each trench. a3.02 LJNDERDRAINS: Trenches for underdrains shall be dug after the subgrade is prepared. The excavation of each trench shall begin at its outlet and proceed toward its upper end. The trench � must not be excavated below the proposed grade line. Trenches will be cleaned of all loose material and their bottoms will be dressed and fine graded to blue tops set as previously described. Trenches shall be lined with filter fabric and underdrain pipe shall be set on the � trench bottom. All fittings shall be securely coupled and all open ends will be capped. The pipe shall be carefully covered with the gravel filter material and the filter fabric shall be lapped over the trench. �„� Care shall be taken not to damage the pipe or its fabric filter screen. Underdrain pipe shall be connected to solid pipe joints and to outfall at the concrete structure/collar as indicated in the � plans. Care shall be taken not to loosen or cave-in the trench walls. Any such damage �vill be excavated and will be backfilled in mechanically tamped lifts not to exceed eight inches and will be re-constructed. � , 3.03 SETTLEMENT: After the trench has been backfilled it shall be thoroughly soaked. This process shall be repeated two times allo��ing the backfill material to dry twenty-four hours ' before wetting again. � � � � � � � t u,l END OF SECTION SITE LJNDERDRAINS �" 02200 . 2. [`J � � � � � � � � � �1 � i � � � � � SECTIOIV' 02537 -WOOD FIBER PLAYGROUND SURFACING PART I — GENERAL 1.01 SCOPE Surfacing tasks for shredded wood fiber surfacing with drainage system shall include all labor, materials and equipment necessary for, and pertinent to, the work to be done. Work will be accomplished in a thorough and workmanlike manner. The specified products will be applied strictly in accordance with the manufacturer's recommendations. 1.02 DESCRIPTION OF SYSTEM A. Base bid: 1. Shredded Wood Fiber Surfacing as manufactured and warranted b_y Zeager Bros., Inc. or approved equals. Hunter Knepshield of Plano, Texas (1 800 451-4138) is the local Zeager Bros., representative. 2. Shredded Wood Fiber Surfacing with gravel and subdrain lines as described in Site Underdrains Section 02200. B. Bid Alternate: 1. Shredded Wood Fiber Surfacing System with gravel and subdrain shall be Fibar System 200, Woodcarpet system with Terrbond and gravel layer, or approved equal. 2. Fibar System, FibarMat, and FibarGard are availaable from Modlin Recreation Equipment, Inc. P.O. Box 50048, denton, Texas 76026-0048, 1 800 433-5347 (]ocal Exclusive representative) or Robert Godfrey, Ltd. 141 Halstead Ave. Mamaroneck, NY 10543-2650. Call 800 Fibar-21, or 914-835- 151. Fax 914 835-6975. 3. Woodcarpet Systems, Woodcarpet Mat, and TerraFlow System are available from Hunter Knepshield, P.O. Box 260677, Plano, Texas 75026-0677. 1 800 451-4138 (local representative) or Zeager Hardwood Co. 340 Butt Road, Franl:lin Kentucky, 42134 1 502 586-449L PART 2 — PRODLJCTS 2.01 MATERIALS A. WOOD FIBRE SURFACING 1. Surfacing shall be a mix of random-sized hardwood fibres. Standard wood chips or bark mulch will not be acceptable. 2. To allow for compaction, the following formulas must be used to deterniine the correct number of cubic yards: 8"' deep: Sq. ft. of playground x 0.0375. T«�elve inches deep: Sq. ft. of playground x 0.05. 3. Bidder ��vill guarantee sieve analysis of wood fibre as follows: Greater than 85 percent passing 3/8" sieve. Less than 50 percent passing #60 sieve. R'OOD FIBER PLAYGROUtv'D SURFACP.�1G 02537 1 � O � � � � 1. Product used shal� be FibarDrain, TerraFlow 100, or approved equal geotextile encapsulated drainage core. D. WEAR MATS � C*� 1� 4. Wood fiber shall have no recycled wood from pallets or waste wood and no h�igs, bark, leaf debris or other organic material incorporated within. B. DRAINAGE FABRIC 1. Product used shall be DuraLiner, or approved equal polyester nonwoven engineering geotextile fabric. 2. Bidder will provide enough material to allow for 12" overlap on all seams. C. DRAINAGE MATRIX Product used shal�be FibarMat, WoodCarpet Mat, or approved equal rubber matting, meeting ASTM F1292-91 playground surfacing standard for a drop height not to exceed 3.5 feet. Mats to be installed under all slat s�vings and under slides to preserve ��vananty. Method of anchoring to be approved. PART 3 - SPECIAL REQIIIREMENTS 3.01 QUALITY CONTROL A. The Bidder will provide the engineered wood fiber system to be constructed exactly according to manufacturer's installation instructions. � B. The Bidder, if required by la�v, will provide the Owner or its designated contractor ��ith all necessary licenses prior to start of construction in accordance with U. S. Patents. � C. Supplier must provide test results for impact attenuation in accordance with � ASTM F 1292-93; Standard Specification for Impact Attenuation of Surface Systems Under and Around Playground Equipment. Results must be provided for new material and for 5-year-old material. I� E. r l F Testing must show "g" ratings of not more than 120g for the 12" system at l 2' fall heights, and HIC values of less than 1,000 for both new and 8-year-old material. Product must be wheelchair accessible and meet the requirements of the 1990 Americans with Disabilities Act (ADA) in accordance ��vith ASTM PS83-97. The Bidder will provide copies of flammability testing procedures and results using (i) Section 1500.44 of the Federal Hazardous Substance Act, Title 16, WOOD FIBER PLAYGROUND SURFACING �-� 02537 2 � L� :J l� � Chapter II, Subchapter C, for rigid and pliable solids, and (ii) 16 CFR Part 1630 Standard for the Surface Flammability of Carpets and Rugs (FF 1-70), Modified Procedure. Testing should be performed by an independent testing laboratory. G. The Bidder will provide copies of testing procedures and results of (i) new shredded wood fiber, and (ii) shredded wood fiber not less than five years old taken from an existing site, performed by an independent testing source using the ASTM F 1292-91 playground safety surfacing standard. H. The Bidder will provide at least three references of handicapped-accessible playgrounds that have been installed with said surface. 3.02 WARRANTY All materials and labor under this Section shall be installed by a contractor authorized by the manufacturer. Safety surface shall be wananted for labor and materials for a period of no less than n�o years. Written warranty must be submitted by the manufacturer and the authorized installer. PART 4 — EXECUTION A. PREPARATION Installer shall thoroughly examine the site and specifications, carefully checking the dimensions before starting work. B. SUBGRADE � � � � � � � � � 2 -, � The subgrade shall be graded a minimum of 1 percent. It is not recommended that the surfacing system be installed on a grade greater than 10 percent. All roots, stones, and vegetation shall be rernoved. The perforated drainage pipe must be connected to the drainage system. The first 6" of subgrade shall be compacted to at least 95 percent of the dry density, as determined by the provisions of AASHTO or T 205, as modifed in 203.24. C. APPLICATION: SHREDDED WOOD FIBER SURFACING SYSTEM WITH SUBGRADE DRAINAGE : Install per plans and specifications and in accordance with cross-sectional drawings and detailed installation instructions available from approved manufacturers. a. Drainage Fabric (Base Bid) Subgrade shall be sloped to drain line trenches and covered ��ith landscape fabric, perforated pipe laid in trench bottom and entire surface area covered with gravel to achieve a WOOD FIBER PLAYGROUI�'D SURFACING 02537 3 � � D � � � � [7 c. � uniform level grade throughout. Cover all with another layer of landscape fabric. Overlap all seams at least 12". 2. In areas where equipment exists, it is necessary to cut the fabric to fit. Once fitted, any cuts should be overlapped with fabric wherever possible. Drainage Matrix (Alternate Bid) 1. Drainage matrix shall be cut from edge to edge of the playground and must be placed on 6' centers in the direction of the grade. 2. Drainage matrix must extend beneath and beyond border system. Drainage matrix must connect to a drain line. Wear Mat 1. A wear mat must be installed under every slat seat s��ring and slide. 2. Install the wear mat over surfacing and anchor to the subsoil as approved by the landscape architect. Shredded Wood Fiber 1. The shredded wood fiber surface shall be spread to a uniform depth. All material supplied by the manufacturer must be installed to allow for settling and natural compaction. Machinery shall not be permitted directly on the drainage fabric. 2. Contractor shall be responsible for applying additional material as required to maintain design grades and anticipated settling for a period of sixty (60) days following project acceptance. End of Section V4�OOD FIBER PLAYGROUAiD SURFACING 02537 �' SECTION 02860 - PLAYGROUND EQUIPMENT PART 1 - GENERAL 1.01 DESCRIPTION A. This section shall include all materials, labor, tools, equipment, transportation and supervision required for the installation of new playground equipment and existing playground equipment to be relocated at selected park sites. 1.02 RELATED WORK A. Section 02100 Site Freparation B. Section 02140 Earthwork C. Section 02200 Site Underdrains D. Section 03300 Cast-In-Place Concrete 1.03 QUALITY ASSURANCE A. Codes and Standards: All equipment and materials shall meet the standards and requirements of the latest editions of the U. S. Consumer Product Safety Commission's {CPSC) Handbook for Public Playground Safet}� and of ASTM Designation F1487: Standard Consumer Safety Performance Specification for Playgrourid Equipment for Public Use. B. Submittals: � 1. All new equipment will be provided by Owner. Contractor shall submit product inventory for each park site Prior to Construction. 2. All equipment to be picked up at Parks Department holding area located at 5201 James Avenue. Fort Worth, TX 7b115. Contact Ray Gaines at 871-6761 for office hours and to coordinate pick up. C. Salvaged Equipment: PLAYGROUND EQUIPMENT 02860 1 �.i 0 � 1. All existing equipment to be salvaged shall be stockpiled at Parks Department holding area . Contact Ray Gaines at 871-6761 at least 48 hours prior to delivery. PART 2 — PRODUCTS � 2.01 EQtTIPMENT � A. New equipment: 1. Bonnie Brae 2. Carter 3. Casino 4. Cobb 5. Forest 6. Harold 7. Meadowbrook 8. Northside 9. Rockwood lO.Rosemont 11. Sunset 12. Sycamore all to be provided by Owner. 2 bay swing, whirl, buck-a-bout and slide 2 bay swing 3 bay swing, buck-a-bout and slide two-2 bay swings, whirl and buck-a-bout 4 bay swing 2 bay swing 2 bay swing and slide 2 bay swing and buck-a-bout 2 bay sw�ing, slide, whirl and buck-a-bout no new equipment no ne�� equipment no new equipment � �� ' �.t � B. EYisting equipment: all exists on site and is responsibility of Contractor to relocate to designated play areas or remove per O��ners direction. Concrete footings are considered a component of the equipment and shall, along with the equipment, be removed and disposed of off site. Any equipment damaged during relocation efforts shall be repaired at no cost to O«ner, All swings to be removed shall have chains, seats and related hardware salvaged and delivered to Owner. 1. Bonnie Brae 3 bay swing, slide and buck-a-bout (all removed) 2. Carter 2 bay swing removed and slide relocated 3. Casino no equipment exists 4. Cobb ri�o-2 bay swings, marry-go-round and teeter totter 5. Forest 4 bay swing to be removed 6. H�rold 3 bay swing to be salvaged and slide relocated 7. Meadowbrook 3 bay swing and metal slide removed 8. Northside 2 bay svving and merry-go-round removed 9. Rockwood 4 bay swing, metal slide and rocking horse removed 10 Rosemont no existing equipment to be removed 11 Sunset 3 bay swing and metal slide removed 12 Sycamore no existing equipment to be removed PLAYGROUND EQUIPMENT 02860 2 � W � � � � Q � � C. All slat seat swings and under slide chutes on new or relocated equipment to have wear mats as approved by Owner. Mats to be anchored to base grades with approved materials and methods. D. All relocated swing units to have new chains, slat or tot seats and related hard��are all as approved by Owner. E. All salvaged play equipment to be inventoried and packaged as approved and delivered to Parks Department holding area. PART 3 - EXECUTION 3.01 GENERAL: All items shall be supplied and installed by Contractor as shown on the plans and as recommended by the manufacturer. 3.02 FALL ZONES: Contractor shall verify all fall zone clearances onsite prior to installing concrete edging or the equipment. Notify the Landscape Architect of any conflicts or discrepancies. � 3.03 CONCRETE FOOTINGS: The finished grade of all concrete footings shall be set per manufacturer's recommendation. Existing footings are considered part of playground equipment and shall be removed 3.04 FASTENERS: All nuts and bolts shall be set and tack welded to prevent disassembly. � 3.05 PROTECTION: Contractor shall be responsible for protection of unfinished work and , shall erect temporary signage and baniers as necessary to prevent park users from utilizing unfinished equipment. �� , � 11 l31 END OF SECTION PLAYGROUND EQUIPMENr 02860 3 � �.+ � � � � � � � Q � � L!�! SECTION 02930 - SEEDING PART 1- GENERAL 1.01 DESCRIPTION . Work Included: Seeding of grass seed as specified on the plans. Related Work Specifed Elsewhere: Section 02220, Earthwork. 1.02 METHOD OF PAYMENT; Seeding is a necessary and incidental part of the work an shall include all disturbed areas incidental to earthwork requirements. The total cost will not be included in the unit subtotal in the Bid Proposal. Payment will not be made on a unit price basis. 1.03 REFERENCE STANDARDS A. Standardized Plant Names 1. For exotic plant materials: American Joint Committee of Horticultural Nomenclature, Second Edition, 1942. 2. For native materials a. Manual of the Vascular Plants of Texas by Correll and Johnston b. Check List of Vascular Plants of Texas by Hatch c. Flora of North Central Texas by Shinners and Moller B. Texas Highway Department: Standard Specifications for Construction, Item 164, "Seeding for Erosion Control" and Item 180, "Wildflower Seeding". 1.04 SUBMITTALS A. Seed 1. Vendors' certification that seeds meet Texas State seed law including: a. Testing and labeling for pure live seed (PLS) b. Name and type of seed 2. If using native grass or wildflower seed, seed must have been harvested within 100 miles of the construction site. 3. All seed shall be tested in a laboratory with certified results presented to the Project Manager, in writing, prior to planting. 4. All seed to be of the previous season's crop and the date on the container shall be within twelve months of the seeding date. 5. Each species of seed shall be supplied in a separate, labeled container for acceptance by the Project Manager. B. Fertilizer � 1. Unopened bags labeled with the analysis 2. Conform to Texas fertilizer law � 1.04 JOB CONDITIONS � SECTION 02930 - SEEDING . 1 �.i LI I: , I�i L�J Planting Season: The season varies according to species (see Part 2- Products). Do not seed when soil is excessively wet or dry or when wind exceeds 10 miles per hour. A. Schedule After All Other Construction and Planting Is Complete. C. Protect and Maintain Seeded Areas 1. From erosion 2. From traffic and all other use 3. Until seeding is complete and accepted 1.05 QUALITY CONTROL a The contractor who plants the seeds, whether the general contractor or a subcontractor, is responsible for daily supervision of his crew, while planting the seed and maintaining the seedlings until the project is accepted by the City. � � � i.� � � � PART 2 — PRODUCTS 2.01 MATERIALS A. Seed All seed shall be planted at rates based on pure live seed (PLS = purity x germination) per acre. Substitution of individual seed types due to lack of availability shall be made only by the Project Manager at the time of planting. The Contractor shall notify the Project Manager, prior to bidding, of diffculties locating certain species. Only those areas indicated on the plans and areas disturbed by construction shall be seeded. Prior to seeding, each area shall be marked in the field and approved by the Project Manager. Any adjustment of area location by the Project Manager shall be considered incidental and shall not entitle the Contractor to additional compensation. Weed seed shall not exceed 10 percent by weight of the total of pure live seed (PLS) and other material in the mixture. Johnsongrass and nutgrass seed shall not be allowed. The seed shall be clean, dry and harvested within one year of planting. 1. Non-native grass seed shall consist of: If planted between April 15 and September 10: � Lbs./Acre Common Name Scientific Name Puri t � � �' 25 Bermuda. (unhulled) Cynodon dactylon 85% 75 Bermuda (hulled) Cynodon ducrylon 95% Germination 90% 90% Substitute the following if glanted between September 10 and April 15: SECTION 02930 - SEEDIIv'G 2 1�J � � a � L"J � � `�l � 220 Rye Grass Lolium mult�orum 82% 40 Bermuda (unhulled) Cynodon dacrylon 84% 80% 85% B. Mulch 1. Mulch should be designed for use with conventional mechanical or hydraulic planting of seed, either alone or with fertilizer. 2. Mulch should be wood cellulose fiber produced from virgin wood or recycled paper-by-products (waste products from paper mills or recycled newspaper). 3. Mulch should contain no growth or germination inhibiting factors. 4. Mulch should contain no more than 10 percent moisture, air dry weight basis. S. Additives shall include a binder in powder form. 6. Material shall form a strong moisture retaining mat. C. Fertilizer l. All fertilizer shall be delivered in bags or containers clearly labeled sho��ing the analysi s. 2. All fertilizer shall be in acceptable condition for distribution and shall be applied uniformly over the planted area. 3. Analysis of 16-20-0, 16-8-8, or as designated on the plans. Fertilizer rate: a. Where appl_ying fertilizer on newly established seeding areas - 100 pounds of Nitrogen per acre. b. Where applying fertilizer on established seeding areas - 1 SO pounds of Nitrogen per acre. D. Water: Shall be furnished by the Contractor and shall be clean and free of industrial wastes or other substances harmful to the germination of the seed or to the growth of the vegetation. The amount of water �uill vary according to the weather variables. Generally, an amount of �vater that is equal to the average amount of rainfall plus 1;?" per �veek should be applied for approximately three weeks or until project is accepted by the Project Manager. � E. Erosion Control Measures 1. For seeding application in areas up to 3:1 slope, use cellulose, fiber or recycled paper mutch, (see 2.01, B. Mulch and 3.03). � 2. For seeding application in areas 3:1 slope ar greater, use the follow�ing soil retention blanket (Follow the manufacturer's directions): l� "Cwlex I" from American Excelsior, 900 Ave. H East, Post Office Box 5624, Arlington, Texas 76001, 1-800-777-SOIL. 2.02 MiXTNG � Seed, mulch, fertilizer and water may be mixed provided that: 1. Mia-ture is uniformly suspended to form a homogenous slurry. a 2. Mixture forms a blotter-like ground cover impregnated uniformly with grass seed. 3. Mixture is applied within 30 minutes after placed in the equipment. � SECTION 02930 - SEEDING 3 � , � I �J � � C� � � � �*J IJ � PART 3 — EXECUTIOiV' 3.01 SEEDED PREPARATION A. Clear Surface of All Materials, Such As: 1. Stumps, stones, and other objects larger than one inch. 2. Roots, brush, wzre, stakes, etc. 3. Any objects that may interfere with seeding or maintenance. B. Tilling 1. In all compacted areas till one inch deep. 2. If area is sloped greater than 3:1, run a tractor parallel to slope to provide less seed/water run-off. 3. In areas near trees: Do not till deeper than 1/2 inch inside "drip line" of trees. C. Watering: Soil should be ��atered to a minimum depth of four inches within 48 hours of seeding. 3.02 SEEDING A. All seed applications to be with mechanical hydroseeding equipment. 3.03 MUI_CHING A. AppIy uniformly in conjunction with seeding in areas up to 3:1 slope. Mulch may be applied concurrently ��rith fertilizer and seed, if desired. B. Apply at the following rates unless otherwise shown on plans: 1. Sandy soils, flat surfaces - minimum I,SOO lbs./acre. 2. Sandy soils, sloping surfaces - minimum 1,800 lbs./acre. 3. Clay soils, flat surfaces - minimum 2,SOO lbs./acre. 4. Clay soils, sloping surfaces - minimum 3,000 lbs./acre. 5. "Flat" and "sloping' surfaces will be shown on the plans if not visually obvious. C. Apply within 30 minutes after placement in equipment. Keep mulch moist, by daily water application, if necessary: 1. For approximately twenty-one days, or 2. Until seeds have germinated and have rooted in soil, (see 3.04, B) and project has been accepted by the Project Manager. 3.04 MAINTENANCE AND MANAGEMENT SECTIO;v' 02930 - SEEDP,�'G 4 V � A. Includes protection, replanting, maintaining grades and immediate repair of erosion damage until the project receives final acceptance. B. Replanting 1. Replant areas where a stand of grass is not present in a reasonable length of time, �'' as determined by the Project Manager. 2. A"stand" shall be defined as: � a. Bermuda/Rye grasses: Fourteen growing plants per square inch established within two weeks of seeding date on a smooth bed free of � foreign material and rocks or clods larger than one inch diameter. b. Native grass: 80% percent coverage of growing plants within seeded area within twenty-one days of seeding date on a smooth bed free of foreign � material and rocks or clods larger than one inch diameter. c. Having no bare spots greater than six inch square. � lJ , � ' , ' 1 ' LJ LJ END OF SECTION SECTION 02930 - SEEDRv'G 6 u � � � � � SECTION 02940 - TURF SODDING PART 1 - GENERAL 1.01 DESCRIPTION A. Work Included: This work includes all labor, materials and equipment for soil preparation, fertilization, planting and other requirements regarding turfgrass sodding shovvn on the plans. : An 1�" wide strip of solid sod shall be placed along the edge of all constructed Components. This shall be identified in the Bid Proposal � an alternate item. C� �� Related Work Specified Elsewhere: Section 02140 Earthwork. 1.02 REFERENCE STANDARDS A. For exotic plant materials: American Joint Committee of Horticultural Nomenclature, Second Edition, 1942. � B. For native materials a. Manual of the Vascular Plants of Texas by Conell and Johnston b. Check List of Vascular Plants of Texas by Hatch � c. Flora of North Central Teaas by Shinners and Moller � 1.03 SUBMITTALS Samples, certificates and specifications of sod and fertilizer may be requested by the Project � Manager. All delivery� receipts and copies of invoices for materials used for this work shall be subject to verification by the Project Manager. � 1� � � � � 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING A. Sod: Harvesting and planting operations shall be coordinated with not more than forri• eight hours elapsing between the harvesting and planting. B. Fertilizer 1. Unopened bags labeled with the analysis. 2. Conform to Teaas Fertilizer Law. 1.05 QUALITY CONTROL The contractor who plants the sod is responsible for supervision of his crew, while planting the sod and maintaining the sod until the project is accepted by the City. SECTION 02940 - TURF SODDING 1 � � � � � � L �J l �J � PART 2 — PRODUCTS 2.01 SOD A. The sod shall be Cynodon Dactyoln (Common Bermuda grass) and shall consist of stolons, leaf blades, rhizomes and roots with a healthy, virile system of dense, thickly matted roots throughout the soil of the sod for a thickness not less than one inch. Sod shall be alive, healthy and vigorous and shall be free of insects, disease, stones and undesirable foreign materials and grasses. Sod shall have been produced on growing beds of clay or clay-loam topsoil. The sod shall not be harvested or planted when its moisture condition is so excessively wet or dry that its survival will be affected. If sod is stacked, it shall be kept moist and shall be stacked roots-to-roots and grass-to-grass. B. The sod shall be cut in strips and be laid parallel with the contours. 2.02 FERTILIZER A. B. C. All fertilizer shall be delivered in bags or containers clearly labeled showing the analysis. All fertilizer shall be in acceptable condition for distribution and shall be applied uniformly over the planted area two weeks after sodding. All fertilizer shall have an analvsis of 3-1-2 or as designated on the plans. The fertilizer rate shall be 45 pounds of nitrogen per acre. 2.03 WATER The w•ater shall be furnished by the Contractor and shall be clean and free of industrial ��astes or other substances harmful to the germination of the seed or to the growth of the vegetation. The amount of water will vary according to the weather variables. Generally, the sod should be � soaked one time per day for three weeks or until established. Soaking is mandatory after spreading the fertilizer. � � PART 3 - E_kECL�TIOti 3.01 GENERAL All turfing operations are to be executed across the slope, parallel to finished grade contours. 3.02 SOIL PREPARATION A. Scarify subgrade to a depth of three inches before depositing the required topsoil. I_�J � � B. Tillage shall be accomplished to loosen the topsoil, destroy existing vegetation and prepare an acceptable sod bed. All areas shall be tilled with a hea�y duty disc or a chisel- type breaking plow, chisels set not more than ten inches apart. Initial tillage shall be done in a crossing pattern for double coverage, then follo�-ed bv a disc hanow. Depth of tillage shall be five inches. A heaw duty rototiller may be used for areas to be planted with sod. SECTION 02940 - TURF SODDII�G 2 � � � � � � � � � � �_ , , ' � � ' � C. Cleaning: Soil shall be further prepared by the removal of debris, building materials, rubbish, weeds and stones larger than one inch in diameter. D Fine Grading: After tillage and cleaning, all areas to be planted shall be leveled, fine graded, and drug with a weighted spike harrow or float drag. The required result shall be the elimination of ruts, depressions, humps and objectionabie soil clods. This shall be the final soil preparation step to be completed before planting. 3.03 PLANTING Prior to laying the sod, the planting bed shall be raked smooth to true grade and moistened to a depth of four inches, but not to the extent causing puddling. The sod shall be laid smoothly, tightly butted edge to edge, and with staggered joints. The sod shall be pressed firmly into the sod bed by rolling or by hand tamping with an approved tamper so as to eliminate all air pockets, provide a true and even surface, and insure knitting without displacement of the sod or deformation of the surfaces of sodded areas. Following compaction, builders sand shall be used to fill all cracks between sods. Excess builders sand shall be worked into the grass va�th suitable equipment and shall be ��vell ��atered. The quantity of builders sand shall be such that it ��ill cause no smothering or burning of the grass. 3.04 FERTILIZING T��enty-one days after planting, turfgrass areas shall receive an application of 3-1-2 fertilizer at the rate of 45 pounds of nitrogen per acre. Water thoroughly after application to prevent burning. END OF SECTION SECTION 02940 - TURF SODDING 3 C � � �J � L� L'�J � � � � � � SECTION 03300 — CAST-IN-PLACE CONCRETE PART 1 - GENERAL 1.01 SCOPE OF WORK A. B. D. E. Concrete Sidewalk Concrete Handicap Ramps Playground Edging Concrete Headwalls Equipment Footings 1.02 QUALITY ASSURANCE Reference Specifications: The work under this division of the Specificarions shall conform generally to the requirements of Item 314 -"Concrete Pavement", Item 406 - "Concrete for Structures", and Item 410 —"Concrete Structures" of the City of Fort Worth's Standard SDecifications for Street and Storm Drain Construction. PART 2 - �iATERIALS 2.01 FORMS Forms shall be of ample strength, adequately braced, joined neatly and tightly and set exactly to established line and grade. 2.02 REINFORCING MATERIALS Reinforcing Bars: Reinforcing bars shall be round deformed bars *.neeting 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 sha11 be free from rust, scale or other coarings that will destroy or reduce the bond. General reinforcing bars shail be numb�r three bars spaced 18 inches on center in walks and 12 inches in slabs as sho��vn 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 l. . B. A�gregates: Concrete ag�regates shall consist of gravel or crushed stone and shail be free from any excess amount of salt, alkali, vegetative matter or other objecrior,able materials. The aggregate shall be well graded from fine to course and the maYimum size shall be one inch . Fine aggregate shall consist of sand C_ Water: Water used in mi�cing concrete shall be clean and free from deleterious � amounts of acids, alkalies, vegetative matter or organic material. The concrete shall be miYed in an approved batch mixer. The mixing time shall not be less than one minute after all the batch matenals are in the mixer. Cement content a � r CAST-IN-PLACE CONCRETE 03300 -1- L�J � �l t_t L*' � � � � C C� �� 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 1 I/2 hours after the cement has been placed in the mixer. 2.04 RELATED MATERIAL A. Espansion Joint Filler: Expansion joint material shall be one inch clear heart redwood with cap or 3/4 inch pre-molded fiber to the thiclrness of the concrete paved cross section as shown on the plans B. Dowels: Dowels for expansion joints shall be number four smooth round steel bars with expansion tubes as shown on Plans. Dowels shall be placed eighteen inches on center or as shown on Plans. C. 2.05 CONCRETE MIX DESIGN AND CONTROL A. Mix Desi�: The concrete shall contain not less than five sacks of cement per cubic yard. Total water shall not eYceed seven gallons per sack of cement. The mix shall be uniform and workable. Ti�ie amount of course ag�egate (dry-loose volume) snaii iiot be more than 85 percent per cubic yard of concrete. shall be not less than five sacks per cubic yard of concrete and shall have a minimum 28 day compressive strength of 3,000 psi. Curing Compound: The membranous curing compound shall comply with the requirements of A.S.T.M., Designation C-309, Type 2, white pigmented. PVC Sleeves: The Contractor shall furnish and install four inch class 200 PVC pipe sleeves under concrete walk as shown on plans and details. The net amount of water will be the amount added at the mixer plus the free �vater in the aggregate or minus the amount of water needed to compensate for absorption by the ag�egates. Free water or absorption determinations will be � based on the condition of the aggregates at the time used. The absorption test will be based on a thirty minute absorption period. I�To water allowance will be made r for evaporation after batching. � � � � � I'� C Slump: When gauged by the standard slump test, the settlement of the concrete shall not be less than 3 inches nor more than 5 inches, unless otherwise indicated. Quality: The concrete shall be designed for a minimum compressive strength of 3,000 pounds per square inch at the age of hventy-eight days using a 5 sack mis. CAST-IN-PLACE CONCRETE 03300 -�- Y Li L�l � Control-Submittal: Within a period of not less than ten days prior to the start of concrete operations, the Contractor shall submit to the Engineer a design of the concrete mix proposed to be used together �vith samples of all materials to be incorporated into the mix and a full descriprion 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 lazge 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 mav be �laced on the iob site until the mix desien has been a��roved bv the Ene-ineer in writin� to the Contractor. LJ LJ PART 3 - EXECUTION 3.01 REINFORCING Metal reinforcing shall be accurately placed in accordance with the Plans and shall be adequately secured in position by concrete, metal, or plastic chairs and spacers. Bar � splices shall overlap at least twelve inches. The re-bars shall be bent cold. 3.02 JOINTS A. Expansion Joints: Expansion joint materials shall be installed perpendicular to the surface. The bottom edge of the material shall extend to or slightly below the � bottom edge of the slab and the top edge shall be held approximately 1/2 inch below the surface of the slab. The edge of joints shall be tooled with an edging � tool having a l/2 inch radius. � I� L�° � l B. Contracrion Joints: Contraction joints shall be 1/4 inch wide by 3/4 inch deep, tooled joints placed on siY foot cent�rs, unless otherwise indicated. Contraction joints wiii c�ot be required to be sealed. Sawed joints may be allowed only if specifically approePd by the Engineer. Joints will be sawed as soon as sawing can be perform�d without stripping agoregate from the concrete, generally �vithin twelve to twenty-four hours after placement, and they shall be completed before uncontrolled cracking of the pavement takes place. C. Construction Joints: Construction joints shal! be installed in all concrete work at the locations showm on the Plans. Construction joints formed at the close of each iu�y's work shall be located at any of the control joints designated on thr Pians. Join:s 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 Placement of Concrete: The concrete shall be rapidly deposited on the subgrade immediately afcer mixing is completed. Subgrade and forms shall be dampened prior to placement of tl�e concrete. The concrete shall be transported, placed and spread in such a CAST-iN-PLACE CONCRETE 03300 -3- � l* � L� « LJ manner as to prevent segregation of the aggregate or an excess amount of water and fine materials to be brought to the surface. No concrete shall be placed when the air temperature is less than forty degrees Fahrenheit nor when the temperature of the concrete is eighty-five degrees Fahrenheit or higher, without approval of Construction Inspector. Placement shall be carried on at such a rate that the concrete is at all times plastic and flows readily into the space between the bars. No concrete that has partially hardened or that has been contaminated by foreign material shall be deposited in the work nor shall retempered concrete be used. Each section of pavement between expansion and construction joints shall be placed monolithically. � All concrete shall be thoroughly compacted by suitable means during the operation of placing and shall be thoroughly worked around reinforcement and embedded fixtures and into the corners of the forms. Special care shall be taken to prevent voids and ahoneycombing. The concrete shall then be struck off and ball-floated to the grade shown on the Plans before bleed water has an opportunity to collect on the surface. � L� `r � � ; � � � 3.04 FINISHING All concrete shall be finished by experienced, qualified concrete finishers. All concrete shall have a neat, rounded edge. Edging and jointing (radius described on Plans) shall be accomplished with care so as not to leave deep impressions in the concrete surface adjacent to edges and joints. After the concrete has been floated and has set sufficiently to support the weight of cement finishers, a smooth steel trowel will be used to produce hard surface. The entire surface will then be brushed with a stiff bristle broom to produce a uniform textured finish. All edges and sides of concrete exposed to view shall be free of warp and blemishes with a uniform texture and smoothness as described in Plans. 3.05 CURING Curing Compound: Immediately afte* ±�e finishing operations, the concrete shall be complete:;� �evered with a curing compound. The concrete surface shall be kept m�is: bett�een finishing operati�ns 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 ?00 square feet per gallon. A minimum of 72 hours curing time vvill be required. 3.06 CONCRETE WALLS A. Placing Concrete 1. Where tremies are used, or where the free drop is 5'-O" or mor�, and through reinforcement, use a dumping box or board, moving the cr,ncrete therefrom by shovels or hoes. 2. Deposit concrete so that the surface is kept level throughout, a minimum being permitted to flow from one position to another, and place as rapidly as practicable after mixing. 3. Do not use in this Work any concrete not placed within 30 minutes after leaving the mixer. CAST-IN-PLACE CONCRETE 03300 -4- L'_'J � � � l *J l'�J END OF SECTION l'1 ' , ' , ' , LJ L�J 4. Thoroughly work concrete around reinforcement and embedded fixtures, and into corners of forms, during placing operations. 5. Completely compact with tamping poles and by tapping forms until the concrete is thoroughly compact and without voids. Determine the number of tampers needed by the amount and method of placing concrete. 6. Exercise care to tamp concrete vigorously and thoroughly to obtain maximum density. 7. Use manual tampers as well as mechanical vibrators. a. Exercise care to direct the quick handling of vibrators from one position to another. b. Do not over-vibrate concrete. c. Do not move concrete by use of vibrator. B. Finishing l. All formed surfaces exposed to view shall have a smooth form finish. 2. After concrete has been properly placed, cured and forms removed, all exposed surfaces are to be hand rubbed with cement slurry to provide a uniform finish overall. 3.07 PROTECTION After concrete is placed, finished and cured as required, permit no traffic thereon for three days thereafter and further protect the surface from damage due to other causes. CAST-IN-PLACE CONCRETE 03300 -�- c S M � lJ LJ � :, � � , SECTION 07920 - CAULKING AND SEALANTS PART I - GENERAL 1.01 DEFIrtITIONS: A. The term "sealant" or "sealing" shall refer to exterior joints exposed to weather or interior joints exposed to moisture. When "sealant" is used in an outside joint in aluminum or steel frames, "sealant" shall be required on the inside joint also. B. The term "caulk" or'caulking' shall refer to interior joints r.ot normally eYposed to weather or moisture conditions. 1.02 SUBMITTAL: Submit to Owner's representative manufacturer's literature, specification data, and color chart for all materials proposed for this project. � Ideniifv their use and location. 1.03 GUARANTEE: The Contractor shall provide the Inspector a manufacturer's written guarantee on all joint sealing materials. The manufacturer shall agree to provide anv replacement material free of charge to the City. Also, the Contractor shall provide tk�e Engineer a written warranty on all sealed joints. The Contractor shall agree to replace any failed joints at no cost to the City. Both warranties shall be for one year after tinal accepta.nce of the completed work by the Engineer. 1.0� NiETHOD OF PAYMENT: Caulking and sealants is a necessary and incidental part of � the ��ork. The total cost will not be included in the unit subtotal in the Bid Proposal. Payment wiii not be made on a unit price basis. PaRT 2-PRODliCTS � l � � � ?.O l SEALANTS: As manufactured by Pecora or approved equal. Concrete-to-Concrete (Horizontal Joint): NR-201 with primer. � Masonry-to-Masonry or Concrete-to-Concrete (Vertical): Dynatrol II ?.02 PRIlV[ERS: Type as manufactured by manufacturer of sealing or caulking material and completely compatible ��ith compound. 2.03 JOP_�1T BACKING: Rods or tape in sizes and types as recommended bv manufacturer of sealinv or caulking material, and completei� compatible with compound. C.aCJLf:I�v`G AND SL-�1L,aNTS 079'U -1- � � � � � � -r C. When perimeter joints around frames that are to be caulked do not have built-in I"J stops or other means to prevent depth of compound from exceeding 1/2 inch, pack joint with back-up materials of conect type and to the depth as necessary � to provide minimum 3/8" and maximum 1/2" depth of compound. �' E. If, prior to beginning work, Contractor does not notify Architect in �vriting of � any proposed changes, it will be assumed that he agrees that materials and � methods specified will produce results desiied, and that he will furnish required guarantee. PART 3 - E<YECUTION 3.01 GENERAL: A. f:� D. Materials and methods shall be as specified herein, unless they are contrary to approved manufacturer's directions or to approved trade practice; or unless Contractor believe� they will not produce a watertight job which he will guarantee as required. Where an� part of these conditions occur, Contractor shall notify Architect in vvriting. Deviation from procedure specified will be permitted only upon Architect's approval and providing that work is guaranteed by Contractor as specified. Work shall be performed by eYperienced mechanics skilled in execution of the type of work required and in application of specified materials. Deliver materials to job site in original containers with manufacturer's name and brand clearlv marked thereon. � 3.02 PREPA.� ^.TORY WORK: � � � : Where «eather molds, staff beads, etc., do not form integral part of frames to be caulked, but are removable, remove same prior to caulking, eYecute caulking, replace molds, etc., and point. LJ L' � l' Clean all joints, etc., that are to be cau?ked or sealed, prior to eYecuting work. �.0 � rRL�v1ING: When conditions of joints so require, or tvhen types of materiais used adjacent to joints so require, or when compound manufacturer's recommendativns so require, clean and pnme joints before starting caulking. Execute priming operations in strict accordance with manufacturer's direcrions. CAULKING AND SEALANTS 07920 -�- LJ �� 3.04 JOINT BACKING: Joint backing shall be installed in all joints to receive sealants. a Bacl:ing shall be sized to require 30% to 50% compression upon insertion, and shall be placed so that sealant depth is approximately 1/2 joint width. In joints not of sufficient . depth to allow backing, install bond breaking tape at back of joint. � 3.05 APPLICATION: Apply sealant and caulking material under pressure to fill 'oint J completely, allo�uing no air pockets or voids. Tool the joint surface to compress the � compound into the joint. � 3.06 CLEANING: Clean adjacent surfaces free of caulking and sealant and clean all ��ork oi � other trades that has in any way been soiled by these operations. Finished work shall be left in a neat and clean condition. u 1 I �JI � ' ' L� I� � , LJ �I � END OF SECTION C.4ULKTNG �tiD SEALANTS Oi�20 - �- CERTIFICATE OF INSURANCE � TO: CITY OF FORT WORTH , 4200 S Freeway, Ft Worth TX 76115 Date; December 17, 1999 � NAME OF PROJECT: Park Sites: Bonnie Brae, Carter, Casino, Cobb, Forest, Harold, Meadowbrook, Northside, Rockwood, Rosemont, Sunset, Sycamore PROJECT NUMB ER: C181/511010/080181048010, 020� 030� 040� 050� 060� 070� 080� 090� 100� 120� 130 � IS TO CERTIFY THAT : Pittman Construction, Inc. ; 5511 Durothy, Fort Worth, TX 76119 is, at the date of this certificate, Insured by this Company with respect to the business operations hereinafter described, for � the type of insurance and accordance with provisions of the standard policies used by this Company, and further hereinafter described. Exceptions to standard policy noted on reverse side hereof. a TYPE OF INSURANCE Policy Effective Expires Limits of Liability Worker's Compensation TSF0001020011 7-17=99 7-17-00 Statutory � Comprehensive General Bodily Injury: CRR483487' 3-23-99 3-23-00 Liabtlity Insurance (Public Liability) B{asting �,i Collapse of Building or structures adjacent to CRR483487 o excavations Damage to Underground CRR483487 Utilities Builder's Risk � Comprehensive Automobile Liability NRAK60082 IJ Contractual Liability � CRR483487 Other Umbrella CRDZ68067 3-23-99 3-23-99 3-23-99 3-23-99 3-23-99 3-23-QO 3-23-a0 Ea. Occurrence: $ 1,00O,OOC combined Property Damage: single limit Ea.Occurrence: $ Ea.Occurrence: $ Ea. Occurrence: $ 1,Oo0,00C Ea.Occurrence: �1,00O,OOC Bodily Injury: 3-23-00 Ea. Person: $1,000,000 c�nbined single Ea. Occurrence: $ limit Property Damage: Ea. Occurrence: $ Bodily Injury: 3-23-00 Ea.Occurrence: $1,00O,OOC combined Property Damage: single limit Ea.Occurrence: $ 3-23-00 Ea Occurence $2,000,000 � Locations covered: Texas Description of operations covered: Listed above � The above policies either in the body thereof or by appropriate endorsement provided that they may not be changed or canceled by the insurer in less than five (5} days after the insured has received written notice of such change/or cancellation. � Where applicable local laws or regulations require more than five (5) days actual notice of change or cancellation to be assured, the above policies contain such special requirements, either in the body thereof or by appropriate endorsement thereto attached. � AQency Tucker Agency, Inc. Fort Worth A�ent Tobin Tucker gy • � P 0 Box 2285, Ft Worth TX 76113 Authorized Re resentative Address . Title P � 1 cCONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW Pursuant to V.T.C.A Labor Code Section 406.096, Contractor certifies that it provides workers' compensation insurance coverage for all its employees employed on city of Fort Worth Project Number C181/511010/08018148010, C181/511010/08018104820, C181/511010/08018104830, C181/5ll010/080181048040, C181/511010/080181048050, C181/511010/080181048060, C181/Sll010/080181048070, C181/511010/080181048080, C181/511010/080181048090„ C181/511010/080181048100, C181/511010/080181048120, C181/51101/080181048130 PITTMAN CONSTRUCTION, INC. CONTRACTOg � BY�'��l ��.✓'�l/ � —� � r � > , _-1 ;-.� -_ Title i �' - l ' � ' - �/ Date I � 1 ' � ' STATE OF TEXAS COUNTY OF TARRANT � � � BEFORE ME, the undersigned authority, on this day personally appeared ,��Q ��,;' "�' ,� known to me be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act and deed of for the purpose and consideration therein expressed and in the capacity therein stated. GIVEN LINDER MY HAND AND SEAL OF OFFICE this ;�; i day of %,'-�-' �- . 19 � " . i '-i / % � / - / --! �- Notary Public in and for the State of Texas �� ; =o�� q� ti%A6 �*�� ` Comm�saion ExPins: �'�,,�+-��'�,I JULY �� , .. : .� :... ... .. �. .. . . , .,., 1 � � � � J � � � �1 !1 !I ■1 � ■1 � J � � � PERFORMANCE BOND THE STATE OF TEXAS COUNTY OF TARRANT § Bond �fS700-8485 KNOW ALL MEN BY THESE PRESENTS: That we (1) PITTMAN CONSTRUCTION. INC. a(2) CORPORATION of TEXAS, hereinafter call Principal, and (3) Northland Insurance Company a corporarion organized and existing under the laws of the State and fully authorized to transact business in the State of Texas, as Surety, are held and frmly bound unto the City of Fort Worth, a municipai corporation organized and existing under the laws of the State of Texas, hereinafter called Owner, in the penal sum of: ONE HUNDRED NINETY-THREE THOUSAND SIX HUNDRED SEVENTY-EIGHT AND NO/100........... ($193,678.001 Dollazs 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 be made, we hereby bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS of_ OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the 7T" of DECEMBER, 1999 a copy of which is hereto attached and made a part hereof, for the construction of: � THE INSTALLATION OF PLAYGROUND SAFETY SURFACING AT MULTIPLE PARK SITES .designated as Project No. (s) Ci81/511010/080181048010 — C181/5110101/080181048130, a copy of which contract is hereby 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 perforrn the work in accordance with the plans, specifications, and contract documents durina 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 sarisfy all claims and demands incurred under such contract, and shal( fully indemnify and save harmless the Owner from atl 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. F1 � a � R � � PROVIDED FURTHER, that if any te�a! action 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 a;rees 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 specifications. IN WITNESS WHEREOF,'this instrument is executed in 6 counterparts each one of which shall be deemed an original, this the 7'�" of DECEMBER. 1999. ATTEST: i . / �- ` ri�� PITTMAN CONSTRUCTION. INC. (Principal) Secretary PRINCIPA 4) 4 (SEAL) � � Witness as to Principa] Address � ATTEST: (Surety) Secretary � O (SEr�L) /� / BY: �`'�� ; � � Title: ��- c' S, � w,,,/ j 5511 DUROTHY FORT WORTH, TX 76119 Northland Insurance Company urety � ..O __---� , _ _ - -� � ,4ttorney-in-fact) (5) Tracy Tucker P 0 Box 2285 Ft Worth, TX 76113 (Address) NOTE: Date of Bond must not be prior to date of Contract (I) �?) ��) (4) L'J � I1 � Witness as to Surety P 0 Box 2285 Ft Worth, TX 76113 (Address) (5) F? Correct Name of Contractor A Corporation, a Partnership or an Individual, as case may be Correct name of Surety If contractor is Partnership all Partners should execute Bond A true copy of Power of Attomey shall be attached to Bond by Attorney-in-Fact.. � J J PAYMENT BOND Bond ��5700-8485 •1 THE STATE OF TEXAS § � COUNTY OF TARRANT � § D KNOW ALL MEN BY THESE PRESENTS: That we (1) PITTMAN CONSTRUCTION, INC. a(2) Corporation of Texas, hereinafter�call Principal, and (3) Northland Insurance Companv, a corporation organized and existing under the laws of the State and fully authorized to transact business in the State of Texas, as D Surety, are held and fiimly bound unto the City of Fort Worth, a municipal corporation organized and existin� under the ]aws of the State of Texas, hereinafter called Owner, and unto all person, firms, and corporations who may furnish materials, for or perform labor upon the building or improvements hereinafter referred to in the penal sum of : DONE HUNDI�ED I3INETY THREE THOUSAND SIX HUNDRED SEVENTY EIGHT AND NO/100------- D ($193,678.00) 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 be made, we hereby bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly to these presents. D 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 7T" day of DECEMBER A.D. , 1999, a copy of which is ._. hereto attached and made a part thereof, for the construction of:: DTHE INSTALLATION OF PLAYGROUND SAFETY SURFACING AT MULTIPLE PARK StTES. D .Project No. (s) C181/51 ] Ol0/080181fl48010 thru C181/511010/0808181048130 a copy of which is hereto aitached, referred to and made a part hereof as fully and to the same extent as if copied at len�th herein, such project and construction being hereinafter referred to as the "work". D 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, Revised Civil Statutes of Texas, supplying labor and materials � in the prosecution of the work provided for in said Contract, then this obli�ation shall be null and void, otherwise it shail remain in full force and effect. ' ' ■1 � J F10 J i � O THE BOND IS MADE AND ENTERED into solely for the protection of all claimants supplyin� 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 S l 60 of the Revised Civil Statutes. � 1 Y � � L � PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in Tarrant County, State of Texas, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration of addition to the terms of the contract or to the work to be performed thereunder or the specification s 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 to the specificarions. 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 6 counterparts each one of which shall be deemed an ori�inal, this the 7T" day of DECEMBER A.D., 1999. ATTEST: � �� -' � �-w-`! � / `� / (Principal) Secretary PITTMAN CONSTRUCTION, INC. � PRIN��I-RAL (4)__- � BY� .�-�:r,� �'�%�� i Title: � i^ P S, C� ,� v� � 5511 DUROTHY FORT WORTH, TX 76ll9 (SEAL) (Address) Northland Insurance Company Witness as to Principal Sure ,-�� -� �"� -� -. -_- � -fact) (5) Tracy Tucker Address ` 0 Box 22 Ft Worth, TX 76113 ATTEST: a � (SEAL.) R � (Address) (Surety) Secretary � (✓I � � Witness as to Suretv P 0 Box 2285 Ft Worth, TX 76113 (Address) (Address) NOTE: Date of Bond must not be prior to date of contract (1) Correct Name of Contractor (2) A Corporation, a Parmership 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.. � Bond �S700-8485 � � !J eJ � J � � '� � � � � J J > THE STATE OF TEXAS COUNTY OF TARRANT MAINTENANCE BOND 0 0 KNOW ALL MEN BY TI�ESE PRESENTS: That (1) PIT'CMAI�i CONSTRUCTION, INC. as Principal, acting herein by and through (2) Gary Pittman its duly authorized President and (3) Northland Insurance Company a corporation organized under the laws of the State of Minnesota, as surety, do hereby aclmowledge themselves to be held and bound to pay unto the City of Fort Worth, A Municipal Corporation, chartered by virtue of Consritution and laws of the State of Texas, at Fort Worth, in Tarrant County, Texas the sum of ONE HLTNDRED NINETY-THREE THOUSAND SIX HUNDRED SEVENTY-EIG�IT AND NO/100......... ($193,678.00) in lawful money of the United States, for the payment of which sum well and truly be made unto said City of Fort Worth and its successors, said Contractor and surety do hereby bind themseIves, their heirs, executors, administrators, assigns and successors, jointly and severally. This obiigation is conditioned, however; that, WHEREAS, the Principal has entered into a certain contract with the City of Fort Worth, DECEMBER 7� .., 1999 the performance of the following described public work and the construction of the following descriUed public improvements: of same being referred to herein and in said contract as the Work and being designated as project C181/511010/080181048010 THRU CI81/511010/080181048130 and said contract, including all of the specifications, conditions and written instruments referred to therein as contract documents being hereby incorporated herein by reference for all purposes and made a part hereof, the same as if set out verbatim herein; and WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work that it wiil remain in good repair and condition for and during the period One (11 Year after the date of the final acceptance of the work by the City; and WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term of One (1) Year; and, WHEREAS, said Contractor binds itself to repair or reconstruct the work in whole or in part at any rime within said period, if in the opinion of the Director of the Water Depariment of the City of Fort Worth, it be necessary; and, . WHEREAS, said Contractor binds itself, upon receivin� notice of the need therefor to repair or reconstruct said work as herein provided. � � 0 NOW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or � reconstruct said work in accordance with a11 the terms and conditions of said Contract, these presents shall be null and void, and have no force or effect. Otherwise this Bond shall be and remain in full force and effect, and said City shall have and recover from the said Contractor and its surety damages in the premises prescribed by said Contract. This obligation shall be continuing one and successive recoveries may be had hereon for successive � breaches until the full amount hereof is exhausted. � � ' � LJ WHEREAS, all parties covenant and agree that if any legal action be filed upon this bond, venue shall lie in Tarrant County, Texas; and, IN WITNESS WHEREOF, this instrument is executed in 6 counterparts, each one of which shall be deemed an original, dated DECEMBER 7, 1999. ATTEST: /1 ,. � �� . (Principal� Secretary (Seal) � Wimess as to Principal � (Address) ATTEST: � (Surety) Secretary �„ (S�AL} � � ,� � , / V . PITTMAN CONSTRUCTION, INC. PRINCIPAL (4) BY: ��- _ �� Title: �t^ �S � c� � n/ � �511 DUROTHY FORT WORTH, TX 76119 (Address) Northland Insurance Company rety � �. � '_( m-fact) (5) Tracy Tucker P 0 Box 85 Ft Worth, TX 76113 (Address) NOTE: Date of Bond must not be prior to date of Contract (l ) 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. Witness as to Surety P 0 Box 2285 Ft Worth, TX 76113 F6 � i � � ,J CITY OF FORT WORTH, TEXAS CONTRACT THE STATE OF TEXAS COUNTY OF TARRANT KNOW ALL MEN BY THESE PRESENTS J That this agreement, made and entered into this 7� day of DECEMBER, A.D. 1999 by and between the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas, organized and existing under and by virtue of a special charter adopted by the qualified voters within said City of the 11 "' day of December, A.D. 1924, J under the authority of the Constitution of Texas, and in accordance with a resolution duly passed at a regular meeting of the City Council of said City of Fort Worth being hereafter termed Owner, and PITTMAN CONSTRUCTION, INC. hereinafter called Contractor. •1 !J � � � J � ■J � � � �I J 1. That for and in consideration of the payments and agreements hereinafter mentioned to be made and performed by the Owner, and under the conditions expressed in the bond bearing even date herewith, the said Contractor hereby agrees with the said Owner to commence and complete the construction of certain improvements described as follows: Removal or relocation of existing nlav eauiament, construction of new or revision to existing plav areas, installation of new or relocated ulav eauioment, installation of olav�round safetv surfacins with sub�rade drainage at all park sites, installation of walkways and/or ramps for access to new or revised nlavgrounds and providing all site work to accommodate nronosed construction at 12 nark sites. (Bonnie Brae, Carter, Casino. Cobb. Forest, Harrold. Meadowbrook, Northside, Rockwood. Rosemont. Sunset, and Svcamore Parksl 2. That the work herein contemplated shall consist of furnishing all labor, tools, appliances and materials necessary for the construction and completion of said project in accordance with the Plans and Specifications heretofore prepared by the Parks and Community Services Depart of the City of Fort Worth and adopted by the City Council of said City, as an independent contractor, and which plans and specifications are incorporated herein by reference. 3. 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 Depart of Engineering Director of the City of Fort Worth and the City Council of the City of Fort Worth within a period of 240 workin� days from the time of commencing said work; that said Contractor shall be entitled to an extension of said time for doing said work for such time as he may necessarily lose or be delayed by unavoidable accidents caused by unforeseen matters over which said Contractor has no control, such as inclemency in the weather, acts of Providence, labor strikes and delivery of materials, in all of which cases the negligence or carelessness of the Contractor is not contributing to such delay. 5. Should the Contractor fail to begin the work herein provided for within the time herein fixed or to carry on and complete the same according to the true meaning of the intent and terms of said specifications, then the City 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 City shall exceed the contract price or prices set forth in the said plans and specifications made a part hereof, the Contractor shall pay said City on demand in writing, setting forth and specifying an itemized statement of the total cost thereof, said excess cost. 6. CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor covenants and agrees to, and does hereby indemnify, hold harmless and defend Owner, its officers, agents, servants and employees from and � � �; � � 1 � � J •J J � against any and all claims or suits for properiy damage or loss and/or personal injury, including death, to any and all persons, of whatsoever kind or character, whether real or asserted, arising out of or in connection with, directly or indirectly, the work and services to be performed hereunder by Contractor, its officers, agents, employees, contractors, subcontractors, licensees or invitees, whether or not caused in whole or in part, by alleged negligence on the part of officers, agents, servants, employees, contractors, subcontractors, licensees and invitees of the Owner; and said Contractor does hereby covenant and agree to assume all liability and responsibility of Owner, its officers, agents, servants and employees for properiy damage or loss, and/or personal injuries, including death, to any and all persons of whatsoever kind or character, whether real or asserted, arising out of or in connection with, directly or indirectly, the work and services to be performed hereunder by Contractor, its officers, agents employees, contractors, subcontractors, ticensees and invitees, whether or not caused, in whole or in part, by alleged negligence of o�cers, agents, servants, employees, contractors, subcontractors, licensees or invitees of the Owner. Contractor likewise covenants and agrees to, and does hereby, indemnify and hold harmless Owner from and against any and all injuries, loss or damages to property of the Owner during the performance of any of the terms and conditions of this Contract, whether arising out of or in connection with or resulting from, in whole or in part, any and all alleged acts or omissions of officers, agents, servants, employees, contractors, subcontractors, licensees, or invitees of the Owner. � In the event a written claim for damages against the Contractor or its subcontractors remains unsettled at the time all work on the project has been completed to the satisfaction of the Director of the Department of Engineering, as evidenced by a iu�al inspection, final payment to the Contractor shall not be recommended by the Director of the Department of Engineering for a period of 30 days after the date of such final inspection, unless the Contractor shall submit written evidence satisfactory to the Director that the claim has been settled and a release has been obtained from the claimant involved. Although the claim concerned remains unsettled at the expiration of the above 30 day period, the Contractor may be deemed to be entitled to a semi-fnal payment for work completed, such semi-fmal payment to be in an amount equal to the total dollar amount then due less the dollar value of any written claims pending against the Contractor arising out of the performance of such work, and such semi-final payment may then be recommended by the Director. , The Director shall not recommended final payment to a Contractor against whom such a claim for damages is outstanding for a period of six month following the date of the acceptance of the work performed unless the Contractor submits evidence in writing satisfactory to the Director that: 1. The claim has been settled and a release has been obtained from the claimant involved; or 'i � J � J J J 2. Good faith efforts have been made to settle such outstanding claims, and such good faith efforts have failed. If condition 1 above is met at any time within the six month period, the Director shall recommend that the final payment to the Contractor be made. If condition 2 above is met at any time within the six month period, the Director may recommend that the final payment to the Contractor be made. At the expiration of the six month period, the Director may recommend that final payment be made if all other work has been performed and all other obligations of the Contractor have been met to the satisfaction of the Director. The Director may, if he deems it appropriate, refuse to accept bid on other Department of Engineering contract work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. 7. The Contractor agrees, on the execut6ion of the Contract, and before beginning work , to make, execute and deliver to said City of Fort Worth good and suffcient surety bonds for the faithful performance of the terms and stipulations oPthe contract, including the exhibit attached hereto and made a part hereof 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. 8. J ' � _'J � � Said City agrees and binds itself to pay, and the said Contractor agrees to receive, for all 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. .� 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 Department of Engineering Director of said City of Fort Worth. 10. The Contractor agrees to pay at least minimum wage per hour for all labor as the same is classified, promulgated and set out by the City of Fort Worth, Texas, a copy of which is attached hereto and made a part hereof the same as if it were copied verbatim herein. 11. � It is mutually agreed and understood that this 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. D � � � 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 6 counterparts with it corporate seal attached. Done in Fort Worth, Texas, this the 7`" day of December, A.D. 1999. RECOMMENDED BY �� l'� F S � � ...�� .... •� , �' �.-...a�"ti'+��'":,.,_�i� DEPARTMENT OF ENGINEERING DIRECTOR__, � � CI O FORT �RTH �, � �� ; : �,�� i -� � .-�.�-�'" � b.`� - By �,��' � � ��. � � .� J1�e � CITY MANAGER � �� PITTMAN CONSTRUCTION, INC. 5511 DUROTHY FORT WORTH, TX 76119 CONTRACTOR � / - B : �� ' � ` _�*'�� \ 1 �h�S:��'n� � TITLE � �� , , � � ', > / ' � . � _ , ' ;:., . � �, ADDRESS l, , I�� 'r��' I , v 7" .,;,-li ; � � November 1960 Revised November 1982 Revised May 1986 Revised October 1989 A�PROV BY;�-�°: � °� �^ � � PA AND COMMU�NITY�RVICES DIRF,�TOR ATTEST: �'` ;� � �/�t " 'L'�� ; vl %L'-�t.� ` ��g�:. CITY SECRETARY C - /'7 '`�'7l.%' Contract Authorization / a ` r� e' �> _ / Date SEAL APPROVED AS TO FORM AND LEGALITY t�::��►��L � CITY ATTORNEY /�� City of For�t Worth, Texas �i✓�Ayar And Caunc�l Cammun�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE �2�7�99 **C-17770 80PITT 1 of 2 SUBJECT AWARD OF CONTRACT TO PITTMAN CONSTRUCTION, INC. FOR THE INSTALLATION OF PLAYGROUND SAFETY SURFACING AT MULTIPLE PARK SITES RECOMMENDATION: It is recommended Construction, Inc. multiple park sites. DISCUSSION: that the City Council authorize the City Manager to execute a contact with Pittman n the amount of $193,678.00 for the installation of playground safety surFacing at The 1998 Capital Improvement Program allocated $245,700.00 for the installation of safety surfacing at multiple park sites identified in the 1995 Parks and Community Services Department (PACSD) Play Area Renovation Plan. The park sites identified are Bonnie Brae, Carter, Casino Beach, Cobb, Forest- North, Harrold, Meadowbrook, Northside, Rockwood, Sycamore and Rosemont Parks. On February 9, 1999 (M&C C-17260), the City Council approved award of contract to Oliver Windham, Landscape Architect, in the amount of $36,000.00 for the design and preparation of construction documents. This project was advertised for bid September 23 and 30, 1999. On October 21, 1999, the following bids were received: Bidders Pittman Construction. Inc. AUI General Contractor, Inc. M.A. Vinson Construction, Inc. Eagleton Construction, Inc. Total Base Bid (Units 1-8) $193.678.00 $208,858.55 $211,596.00 $286,787.55 The base bid includes the installation of safety surface material, installation of play equipment provided by PACSD, concrete playground edging, and accessible ramps. Alternate bids were received for Northside, Sycamore and Rosemont Parks to change the safety surface from the existing pea gravel to wood fiber. Due to funding limitations, the alternate bids are not recommended. It is recommended the base bid, Units 1-8, including Bonnie Brae, Carter, Casino Beach, Cobb, Forest- North, Harrold, Meadowbrook and Rockwood Parks respectively, in the amount of $193,678.00 be approved for award of contract. The contract time is 75 working days. Pittman Construction, Inc. is in compliance with the City's M/VUBE Ordinance by committing to 16% M/WBE participation on the base bid. The City's goal on this project is 16%. City of Fort Worth, Texas ��Ayar And �,aur�c�l C�mmun�cAt�an DATE REFERENCE_NUMBER LOG NAME PAGE ' � 2�7�99 **C-17770 80PITT . 2 of 2 SUBJECT AWARD OF CONTRACT TO PITTMAN CONSTRUCTION, INC. FOR THE INSTALLATION OF PLAYGROCJNp SAFETY SURFACING AT MULTIPLE PARK SITES .. �4 This project budget shall be as follows: Construction Contract $193,678.00 DOE Construction Admin. /Inspection (5%) $ 9,655.00, PACSD Admin. (0.5%) � $ 1,000.00 Change Orders (1 %) $ 2.000.00 Total Construction Budget $206,333.00 The annual operating impact (AOI) on the General Fund budget beginning Fiscal Year 2000-2001 is as �follows: Site Bonnie Brae Park Carter Park Casino Beach Park Cobb-Park Forest Park-North Harrold Park Meadowbrook Park Rockwood Park Total Council District AOI 4 $ 330.00 8 � $ 252.00 7 $ 357.00 8 $ 348.00 9 $ 275.00 —� - - -- -$--2�2.DD--- - 4 $ 202.00 2 $ 313.00 �2,359.00 FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that fund� are available in the current capital budget, as appropriated, of the Parks and Community Services Improvements Fund. LW:j Submitted for City Manager's Office by: Libby Watson Originafing Department Head: Richard Zavala Additional Information Contact: 6183 5704 Richard Zavala 5704 � FVNn � (tO) � �„ I I c�rom> C181 C181 C181 C181 � C181 � C181 IC181 C181 I ACCOUNT � 541200 541200 541200 541200 541200 541200 541200 541200 CENTER 080181048010 080181048020 080181048030 080181048040 080181048050 080181048060 080181048070 080181048090 � AMOUNT $26,310.00 $24,395.00 $24,400.00 $27,146.00 $23,628.00 $21,475.00 $20,610.00 $25,714.00 CITY SECRETARY APPROVED CiTY COUNCIL DEC 7 1999 �` �� City Secr�tarq oE ttr� Cit�of F,ort �lar4h, Texas �