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Home My WebLink About025641 - Construction-Related - Contract - Eagleton Construction, Inc.� Fo�rj�o � — c ir�r s D.O.E. FILE < � .� ��: ��{.. SPECIFICATIONS C�TY SECRETARY CCaNTRACTOR'S BONUING Cta. �D CONiRACT NO ./`�.. _��. ��- � CONTRACT DOCUMENTS Cr�NSTRUCTION'S COPY FOR L`'��I��.� NO. 2— PLAYGROUND RENOVATION AT TEN SITES (NORTHEAST REGION) PROJECT NAME DIAMOND HILL PARK EASTERN HILLS PARK FAR NORTHSIDE PARK GID HOOPER PARK GLENWOOD PARK LINCOLN PARK MARINE PARK RIVERSIDE PARK SANDY LANE PARK TERRY PARK PROJECT NUMBER C181/080181048160 C181/080181048170 C181/080181048180 C181/080181048210 C181/080181048220 C181/08018104�250 C1 �1l0�0 � � 1044�3260 �:181lO�n1�1048280 C1$1/0801810482�0 C181/080181048310 IN THE CITY OF FORT WORTH D.O.E. NO. 2746 2747 2748 2749 2750 2751 2'152 2753 2754 2755 M 1� �}:�y KENNETH L. BARR MAYOR ..- � � � BOB TERRELL CITY MANAGER RICHARD ZAVALA, DIRECTOR PARK.S AND COMMUNITY SERVICES ,; J��G�� ,`�;�V�J�'D I( �� t�J6�w e D� PARKS AND COMMUNITY SERVICES DEPARTMEN �, �; t�'�MP �I�na PLAI�Nii�(t= AND RESOURCE MANAGEMENT DIVISIO� __�, �. �, .� FUNDING OF PROJECT BY CITY OF FORT WORTH KELLOGG LANDSCAPE ARCffiTECTURE CONSTRUCTION 402 Cedar Street. Bastrop.Texas 78602 Tel (5�?` ?^' ''2�12. FAX (512) 303-2268 0 , • � �lr�l`1�1 � � � � September 8, 1999 FOT OTH R R � _ � =� -a- Addendum � to the Drawings and Project Manual for �' CIP PROJECT NO. 2— PLAYGROUND RENOVATION AT TEN SITES (NORTHEAST REGION) 1.01 PLANS � A. Diainond Hill Park — Sheet 2 of 20 Delete note "Remove Existing Play Structure" and note "Remove Existing Wood Swing � Structure". Both structures have already been removed by Parks and Community Services Department staff. r� B. Gid Hooper Park — Sheet 6 of 20 On Equipment Schedule change "Deduct Altei7�iates # 3,4" to read "f�dci Alieri�atcs � �" both Playworld Model Nos. 0160 and 0170. `'" C. Glenwood Park — Sheet 7 of 20 , Add note to cross-shaped structure at top of Demolition Plan "Remove Existing Balance � B eam". r... D. Marine Park — Sheet 12 of 20 Move GameTinle Model No. 7557, Slide & Glide Slide from Equipment Schedule Base Bid to Add Alternates. The Slide sllould be Add Alternate # 3. Move GameTime Model Nos. 4824 Animal Panel, 4800 Tic-Tac Toe, 4811 End Up Rights, and 4813 Upright 180 � Degrees from Add Alteniates to Base Bid on Equipment Schedule. Modify notes on Sheet 11 of 20 to reflect changes. E. Sandy Lane Park — Sheet 16 of 20 Delete "Alternate # 4, 1 each" on Equipment Schedule. Alternate # 4 is still the Proposed Accessible Parking Space with Sign, but should not be listed in the Equipment Schedule. � sc:\word97\addendumcip/i2 � �U��('��8 /a � �D�(��{''y� bp:\word97\my documents\cip2\addendum �r r�,PlSv Page 1 of 2 ��84'p�' ��(o1RQh1 fo1�f CIP NO. 2 �: a u IAtl51�t a � pM56COM,yU � I�! YV�/�'4��' YLY/U� �,2,VSZ�NTHEV J< - :� . . 3oP0� e e S 9 PARKS AND COMMUNITY SERVICES DEPARTMENT -��'_ �� N '�' ��F THE CITY OF FORT WORTH * 4ZOO SOUTH FREEWAY, SUITE ZZOO * FORT Wc)RTH, Texas 76115-1499 1O, , , (817) 871-PARK * Fax (817) 871-5724 C) Printed on recy<'I�d p.�per 1 1 � 1.02 PROJECT MANUAL � A. Section 02830 - Seeding � The Technical Specifications pages read "02930". Section 02830 is the correct identification for the Technical Specification pages. B. Section 02860 — Playground Equipment ,` Under PART 2— PRODUCTS, 2.01, p. Approved Products, Unit Seven — Marine Park, the GameTime Hill & Dale Slide, Model #11613 should be changed to GameTime Slide �., & Glide, Model #7557. — C. Section 02870 — Site Furnishings � For PART 2— PRODUCTS, Item 2.03 TRASH RECEPTACLES the local distributor is The Playwell Group (817) 335-1666. D. PROPOSAL, Unit One — Diamond Hill Park � Delete from Pay Item #1 "Remove Wood Structures". Structures have already been removed. Wood Walls with associated concrete footings remain in Proposal as Pay Item � #l. Under Bid Alternates, Unit One — Diamond Hill Park, Bid Alternate No. 1 no longer includes the deduction of the removal of wood structures, since they are no longer existing. � Bidder must acknowledge receipt of addenda on proposal, Item G. ' � t sc: \word97\addendu mc ipf12 bp:\word97\my documents\cip2\addendmn � � Page 2 of 2 , CIP NO. 2 ��'U�B�Qlri:l� ff; LSI�,,,�,� U� � ��' ��G�� f�. �uG�b, �, � � � � c� of Fort wortn Minority and Women �usiness Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY �If the total dollar value of the contract is 525,000 or more, the M/WBE goal is applicable. If the total dollar value of the contract is less than $25,000, the M/VHBE �oal is not ap�licable. ''° POLICY STATEMENT , It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority/Women Busines; Enterprises (M/WBE) in the procurement of all goods and services to the City on a contractual basis. The objectiv�; of the Policy is to increase the use of M/WBE firms to a level comparable to the availability of M/WBEs that prov�de goods and services directly or indirectly to the City. � M/WBE PROJECT GOALS The City's MBE/VVBE goal on this project is 20 % of the base bid value of the contract. COMPLIANCE TO BID SPECIFICATIONS � On City contracts of $25,000 or more, bidders are required to comply with the intent of the City's M/WBE Ordinance by either of the following: 1. Meet or exceed the above stated M/WBE goal, or; 2. Good Faith Effort documentation, or; � 3. Waiver documentation. � SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. C � r 1. M/WBE Utilization Form: 2. Prime Contractor Waiver Form 3. Good Faith Effort Form: received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S M/WBE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS. Any questions, please contact the M/WBE Office at (817) 871-6104. � � v f��O�G�1�� CG� �� 0� ��( �e �G'�, �� -- Rev. 6/2I98 L � 'L'�J C � � � TABLE OF CONTENTS 1. NOTICE TO BIDDERS 2. SPECIAL INSTRUCTIONS TO BIDDERS 3. PROPOSAL 4. CITY OF FORT WORTH M1WBE 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 REQUIREMENTS SECTION 01010 - Summary of Work SECTION O1035 - Contract Time SECTION 01100 - Alternatives SECTION Ol 150 - Payment To Contractor SECTION 01300 - Submittals SECTION 01400 - Quality Control SECTION 01410 - Testing SECTION 01500 - Temporary Facilities and Controls SECTION 01640 - Substitutions and Product Options SECTION 01700 - Project Closeout SECTION 01800 - Contractor's Responsibility for Damage Claims DIVISION 2 - SITE WORK Section 02100 - Site Preparation Section 02140 - Site Underdrains Section 02200 - Earthwork Section 02537 - Wood Fiber Playground Surfacing Section 02830 - Seeding Section 02860 - Playground Equipment Section 02870 - Site Furnishings DNISION 3 - CONCRETE Section 03300 - Cast-in-Place Concrete Section 03350 — Sandblasting DIVISION 7- THERMAL & MOISTURE PROTECTION Section 07920 - Caulking a�d Sealants 11. 12. 13. 14. 15. 16. CERTIFICATE OF INSURANCE BIDDER'S STATEMENT OF QUALIFICATIONS PERFORMANCE BOND PAYMENT BOND MAINTENANCE BOND CONTRACT ��u �Di�� GQ� ��' ��c�� ° Q�l f�o �G'�f�, ��3e � � � � f� � � � � � � � �r� Sealed Proposals for the following: NOTICE TO BIDDERS CIP PROJECT NO. 2— PLAYGROUND RENOVATION AT TEN PARK SITES (NORTHEAST REGION) PROJECT NUMBERS: DIAMOND HILL PARK EASTERN HILLS PARK FAR NORTHSIDE PARK GID HOOPER PARK (CDBG) GLENWOOD PARK LINCOLN PARK MARINE PARK RIVERSIDE PARK SANDY LANE PARK TERRY PARK C181/080181048160 C181/080181048170 C181/080181048180 C181/080181048210 C181/080181048220 C181/080181048250 C181/080181048260 C181/080181048280 C181/080181048290 C181/080181048310 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, Thurs., September 16, 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. 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 later than 5:00 P.M., five city business days after the bid opening date. The bidder shall submit documentation at the reception area of the Department of Engineering, 2nd 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. . ��G�6�G6�� '��Q� '�; ��'tif ��'u G��Q� �a UU V Gl�a � �L7!/�{. L" 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 listing of qualified � M/WBE vendors may be obtained at the City of Fort Worth M/WBE office, 3rd floor City Hall. � Services/materials for this qroiect are as follows: demolition/site prep clearing/grubbing grading/earthwork concrete seeding steel rebar site furnishings drainage system wood fiber safety surface fabricated metal handrails signage pavement marking sandblasting & painting The City's minimum M/WBE goal on this project is 20 % of the total 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 Conference Room 2 on Thurs., Seatember 2. 1999, at 10:00 a.m. 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 i,. 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 BOB TERRELL CITY MANAGER GLORIA PEARSON CITY SECRETARY � � � �� BY� �(, i x� �. Betty .' Presnall, Landscape Architect (817) 871-5750 Thursday. Auaust 19. 1999 Thursday. Auaust 26. 1999 �,� ��0 GO�� G�[��Q@ [� �v��'tif �C��G�� 'Q� UUo VUV'��utl9 �6W. � � 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 obtained by taking the sum of the products of unit prices quoted and the estimated quantities plus any lump sum items and such other quoted amounts as may enter into the cost of the completed project will be considered as the amount of the bid. Until the award of the contract is made by the Owner, the right will be reserved to reject � any or all proposals and waive technicalities, to re-advertise for new proposals, or to proceed with the work in any manner as maybe considered for the best interest of the �„ Owner. ' The quantities of work and materials to be furnished as may be listed in the proposal forms or other parts of the Contract Documents will be considered as approximate only � and will be used for the purpose of comparing bids on a uniform basis. Payment will be made to the Contractor for only the actual quantities of work performed or materials � furnished in strict accordance with the Contract Documents and Plans. The quantities of work to be performed and materials to be furnished may be increased or decreased as hereinafter provided, without in any way invalidating the unit prices bid or any other �n requirements of the Contract Documents. 3. ADDENDA: Bidders are responsible for obtaining all addenda to the Contract Documents prior to the bid receipt. Information regarding the status of addenda may be � obtained by contacting Parks and Community Services Department telephone number indicated in the Notice to Bidders. Bids that do not acknowledge all applicable addenda � 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. ,, ._ � � -�' ;7�� G � � ',:;�u�l��'��'_i� G�L�rGU� '� ��U ��'�G��Q�I SPECIAL MSTRUCTIONS TO BIDDERS ��., �'"�Ir�`I�p ��o -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 shall be � charged as outlined in General Provisions, Item 8.6 Failure to Complete Work on Time, ' found in the Standard Snecifications for Street and Storm Drain Construction of the City of Fort Worth, Texas. °'" 5. PAYMENT. PERFORMANCE AND MAINTENANCE BOND: The successful bidder m entering into a contract for the work will be required to give the City surety in a sum � equal to the amount of the contract awarded. The successful bidder shall be required to furnish bonding as applicable in a sum equal to the amount of the contract awarded. The form of the bond shall be as herein provided and the surety shall be acceptable to the � City. All bonds furnished hereunder shall meet the requirements of Chapter 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 executed, in the amount of the contract conditioned on the faithful performance of the work in accordance with the plans, specifications, and contract documents. �: Said bond shall solely be for the protection of the City of Fort Worth. 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/l Oth of the total capital and surplus. If reinsurance is required, the company writing the reinsurance must be j;�, 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 �j"' satisfactory to the City 6. LIQUIDATED DAMAGES: The Contractor's attention is called to Part 1- General �'' Provisions, Item 8, Paragraph 8.6, Standard Soecifications for Street and Storm Drain �•. Construction of the City of Fort Worth, Texas, concerning liquida�,a cia.��e�s� i� completion of projects. ��'i�� ir� ��`� �G�,� U�=�� °t� ►'� (�'(� �j(�� SPECIAL INSTRUCTIONS TO BIDDERS �� C�V c115�::11115Wr�Q� " � � ��o ti�� '�b, ��{. � � 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 I�"" 13-A-29) prohibiting discrimination in employment practices. 8 WAGE RATES: All bidders will be required to comply with provision 5159a of "Vernons Annotated Civil Statutes" of the State of Texas with respect to the payment of �.; prevailing wage rates as established by the City of Fort Worth, Texas, and set forth in Contract Documents for this project. Disregard if Federal Wage Rates are applicable to � this project. 9. FINANCIAL STATEMENT: A current certified financial statement may be required by the Department of Engineering Director for use by the CITY OF FORT WORTH in determining the successful bidder. This statement, if required, is to be prepared by an independent Public Accountant holding a valid permit issued by an appropriate State Licensing Agency. 10. INSURANCE: Within ten days of receipt of notice of award of contract, the Contractor must provide, along with executed contract documents and appropriate bonds, proof of insurance for Workers Compensation and Comprehensive General Liability (Bodily Injury) -$250,000 each person, $500,000 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 bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a non-resident bidder to obtain a comparable contract in the state in which the non- resident's principal place of business is located. "Non-resident bidder" means a bidder whose principal place of business is not in this state, but excludes a contractor whose ultimate parent company of majority ''' owner has its principal place of business in this state. "Texas resident bidder" means a bidder whose principal place of business is in this state, and includes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. This provision does not 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. 13471, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City conrxact�e�:.�r obtain a co of the Ordinance from the Office of the Cit Secretar . �;`� �'�`i� ��;� `'� �,'��C�O °1 D PY Y Y ��I�If��l-,I5 �F_�.,JG� � SPECIAL INSTRUCTIONS TO BIDDERS ��_�� ' ��i� �� ► �� - -3- � �,��0 1'�1�J��W9�151N�-- � �' 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 will 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 following `` procedures: • A M/WBE Participation Report Form must be submitted monthly until the contract is completed. The first report will be due 30 days after commencement of work. The monthly report MUST have an original signature to ensure accountability for audit purposes. • Reports are to be submitted monthly to the M/WBE Office, regardless of whether or not the M/WBE firm has been utilized. If there was no activity by an M/WBE in a particular month, place a"0" or "no participation" in the spaces provided, and provide a brief explanation. The Contractor shall provide the M/WBE Office nroof of pavment to the M/WBE subcontractors and suppliers only. The MIWBE Office will accept the following as proof of payment: ... �'" 1. Copies of submitted invoices with front and back copies of canceled check(s), OR 2. A notarized letter explaining, in detail: a Subcontractor/supplier Scope of Work b. Date when services were received from subcontractor/supplier c. Amounts paid to the subcontractor/supplier d. Ori�inal si�natures from both parties must be included on Gt�5.1.��(�.� r „rI ��v�l�r�r',I',l� ul��,� �`��J�i� SPECIAL INSTRUCTIONS TO BIDDERS �';��I;�U� ��15��USL51�+1USU — 4 - ��a 1'�VUU'.�W� �� • If the Contractor foresees a problem with submitting participation reports andlor proof of payment on a monthly basis, the M/WBE Office should be notified. �" If the Contractor wishes to change or delete an M/WBE subcontractor or supplier, adhere � -� to the following: 1. Immediately submit a Reauest for Aaproval of Chan�e Form to the M/WBE Office explaining the request for the change or deletion. 2. If the change affects the committed M/WBE participation goal, state clearly how and why in documentation. � a. All requests for changes must be reviewed and pre-approved by the M/WBE Office. b. If the Contractor makes change(s) prior to approval, the change will not be considered when performing a post compliance review on this project. .r • 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 Offce with a Final Participation Report Form to reflect the total participation from ALL subcontractors/suppliers utilized on the project. • All forms are available at the M/WBE Office, 3rd floor - City Hall. For additional information regarding compliance to the M/WBE Ordinance, call (817) 871-6104. " Upon request, Contractor agrees to provide to Owner Complete and accurate information ,�, regarding actual work performed by a Minority/Women Business Enterprise (M/WBE) on the contract and payment therefore. Contractor further agrees to permit an audit andJor examination of any books, records or files in its possession that will substantiate the actual work performed by an M/WBE. The misrepresentation of facts (other than a � negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for tertnination 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 ba.rred 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 r,,,, 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 t�ermit can be obtained bv callins the Forestry Office at 871-5738. All tree work shall be in compliance with pruning standards for Class II Pruning as described by the National Arborist Association. A copy of these standards can be provided by calling the above number. Any damage to public trees due to negligence by the Contra•tor snali pe „� assessed using the current formula for Shade Tree Evaluation as defin�d�s��_��.i� �='��L��1� SPECIAL INSTRUCTIONS TO BIDDERS �:� �♦�i \U c�l5��Uj15 � c U � p� -5— U-�o �U��i)��'�Wp ��o v L� � 14. � � �,., � 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 nrevent the snread of the Oak Wilt fun�us. all wounds on Live Oak and Red Oak trees shall be immediatelv sealed usin� a commercial nrunina oaint. This is the onlv instance when nrunin� t�aint is recommended. 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 venture with any other firm to conduct all � or part of the performance required under the proposed project, that firm should be specified in your response. For each firm included in the joint venture, please provide the information required above. Under the Contract executed for this work the City � will require your firm to be completely l00 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 iirms will be allowed to participate in the joint venture without written 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". Typically, the Ozone Alert season within the Metroplex area runs from May through September, with 6:00 a.m. - 10:00 a.m. being critical ozone forming periods each day. The Texas Natural Resource Conservation Commission (TNRCC) in coordination with the National Weather Service, will issue the Ozone Alert by 3:00 p.m. on the afternoon �, prior to the alert day. On designated Ozone Alert Days, the Contractor shall bear the responsibility of being aware that such days have been designated Ozone Alert Days and as such shall not begin work until 10:00 a.m. whenever construction phasing requires � substantial use of motorized equipment. However, the Contractor may begin work earlier if such work minimizes the use of motorized equipment prior to 10:00 a.m. � �.. � If the Contractor is unable to perform continuous work for a period of at least seven hours between the hours of 7:00 a.m. - 6:00 p.m., on a designated Ozone Alert Day, that day will be considered as a weather day and added onto the allowable weather days of a giv�_n_, month. SPECIAL INSTRUCTIONS TO BIDDERS -6- �;;��U��.� �'��D �: ��'ti� ��G�� ° G�� U Oo VUVCI��U9 �LSWo �.: � 16. WORKERS COMPENSATION INSURANCE COVERAGE: Contractors compliance with Workers Compensation shall be as follows: � A. Definitions: Certificate of coverage ("certificate") - A copy of a certificate of insurance, a certificate of authority to self-insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity employees providing services on a project, for the duration of the project. Duration of the project - includes the time from the beginning of the work on the � project until the contractor's/person's work on the project has been completed and accepted by the governmental entity. Persons providing services on the project ("subcontractor" in ❑ 406.096) - includes all persons or entities performing all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner-operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on � the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities unrelated to the project, such as � food/beverage vendors, office supply deliveries, and delivery of portable toilets. � �B. The contractor shall provide coverage, based on proper reporting of classification , codes and payroll amounts and filing of any coverage agreements, which meets the `" statutory requirements of Texas Labor Code, Section 401.011(44) for all employees �.. of the contractor providing services on the project, for the duration of the project. C. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. D. If the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project, the contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. � E. The contractor shall obtain from each person providing services on a project, and provide to the City: (1) a certificate of coverage, prior to that person beginning work on the project, so the City will have on file certificates of coverage showing coverage for all persons providing services on the project; and (2) no later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the � current certificate of coverage ends during the duration of the y�W��l„ ^ �.-.��.��;;��:_��, u��G��D � '; \�� '�� ° °�� SPECIAL MSTRUCTIONS TO BIDDERS � � u 1� C.:• � - - � - � c��, ��c�v��o ��. � L � 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. The contractor shall contractually require each person with whom it contracts to provide services on a project, to: (1) provide coverage, based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; � (2) provide to the contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (3) provide the contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, i� 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: � r� � (a) a certificate of coverage, prior to the other person or entity beginning work on the project; and (b) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter. (6) notify the governmental entity in writing by certified mail or personal delivery, within ten days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (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. � ��,;--=: ,;_ ��_��, � ��G��G? o �'�� l� �J .; �� !�'V c�� G?�; �� SPECIAL MSTRUCTIONS TO BIDDERS - s - �r�� ,; �� `:'l�lp �C�o � � � � � � � � � r~ � J. By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is representing to the governmental entity that all employees of the contractor who will provide services on the project will be covered by workers' compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be fled with the appropriate insurance carrier or, in the case of a self- insured, with the commission's Division of Self-Insurance Regulation. Providing false of misleading information may subject the contractor to administrative penalties, criminal penalties, civil penalties or other civil actions. K. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor which entitles the City to declare the contract void if the contractor does not remedy the breach within ten days after receipt of notice of breach from the City. "The contractor shall post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Workers' Compensation Act or other Texas Workers' Compensation commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text, without any additional words or changes: REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee." "Call the Texas Workers' Compensation Commission at (512) 440-3789 to receive information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage." END OF SECTION � f SPECIAL TNSTRUCTIONS TO BIDDERS , -9- ��'��G��:L (�_'��G�@ �� '�� rG?[�� Il�:�i� �n��( I�I`,��i�� 15U��v Ci�ty of Fort Minority and Women Business MBE/WBE UTI f.: /t .y ��. fc�-o �'� S +-.-.. c. � � �� , .r,•, c; . ME COIVlPANY NAME L .: r� e�;.L� ��..�- ... Z . pOJECT NAME ��<=_,- --,-, , � U�- �,I. , �ry �a`T i�„ �.TY'S M/`WBE PROJEC"I' GOAL: ��,l�N.,r �. `��..� �.. 5, � -3 iE�% orth �terprise S��ifi��ations � i� r : '_ATIOI�;�� Ec��;!�.�,,'G��t'a 5��'�� P(� 9 15 BID DATE �%A v. . ;,� ✓ "� PROJEC7 NUMBER M/WBE PERCENTAGE ACHIEVED: ATTACHMENT 1A Page 1 of 2 `y, .� � ilure to complete this form, in its entirety with supporting d� mentation, and received by the Managing Department ; or before 5:00 p.m. five (5) City business days after bid opt •�g, exclusive of bid opening date, will result in the bid ��eing considered non-responsive to bid specifications. �e undersigned bidder agrees to enter into a formal agreem< with the MBE andlor WBE firms for work listed in this �chedule, conditioned upon execution of a contract with tl :ity of Fort Worth. The intentional and/or knowing ^isrepresentation of facts is grounds for consideration of di alification and will result in the bid being considered �n-responsive to specifications. � Company Name, Contact Name, Address, and Telephone No. '.. /�y f ' �-A I! :i �+n'lc.["�1�-�� ........,.,....»._.,.._......� ...............w_.._,,.......,,........:.::...,..,,..µ. , � aG!/C /7��`.r�..'L:...s..�� .....,..........,........„...........,� . r-T. �,,a.-K„� ._.. � .,_.__..,._._..._..�..,...._... ....... ��.7-5'z7-�SSt> , .�.w.. �....__...._...._.. _...... �... ��.: a � d� rn u�-G i... � _��t.. G-�� ._._,P ____�.__ � ��_a � s-c y.� � ie. � A,. _. ..._,...... �,.�..__,;�.._...a_.._v_w . �...�U.� t-�,� _ � • >.��_..�� ,..___._._.___...__. 'j"'``.''�? �_� �... _......�,.....r_., f°�i 7�-3;43 - >G 6 �� %�,�t'�a.x �n,✓. .vi G'�"" i_ �...d......,___.._....__....... i __ _�.� ._..��.�....__3�s..__�_.._. .._......._.. , _a"'�s.�f.� ,,, - `TX. ?�z � 7 _ .................... � �'.�%:c_ �T'�-�; -� ..._._.________.__..._....._,....,... 7 �`v 6 '�1 � 3 �� C 'i r� __.._.. Certified U~ � � Q 0 ~ X U Z ~ 2 � ✓ Specify All Contr. Scope of Work Cc9"1'1 Cr a.-� U,� -1� �'��cs P'y�� -rid� ✓ 'i� �-„ � � . .� . ,,�.._ :3 Specify Afl Items to be Supplied(") ,�.� � �' Q •d � f C�„ �.-��. w ��- 1 Pi,,,,, f��p r n,., � Sd-�-.,c�.,re s � �-yaL.�,.�.. � i �..[.` G�d .� `�j �:.�, U I • � � �--- Dollar Amount r -i� 2 , 6 7 6 $�'? � % �, � txo � M/WBEs must be located in the 9(nine) county marketplace or current �ing business in the marketplace at the time of bid. �) Specify all areas In which MWBE's are to be utilized and/or items to bc plied: ") A complete Iisting of items to be supplied is required in order to recei� dit toward the M/WBE goal. ") Identify each Tier level. Tier: Means the level of sut .racting below the prime contractorlconsultant, i.e., a direct payment from the prime contractor t �bcontractor is considered 1" tier, a payment by a subcontracior to its supplier is considered : :r. � , ,� J=u; �� F, ��U�� THIS FORM MUST BE RECEIVED BY THE MANAGING DEPAR-i ; � BY 5:00 p.m., FIVE (5) tiITY,.B�IS��c,(��i1JAF�rER BID � OPENING, EXCLUSIVE 0; � BfD OPENING DATE '',,i L'_•�,=15��'� ` 0 r5� � ;,,?!1p `�% Rev.6/2/98 Pa ges 1 and 2 of Attachm e n t 1 A m u s t i � c e i v e d b y t h e M a n a g i n� D� p a r`!'�� r� t'', A ��f'° � ■ ■ r ATTACHMENT 1A Page 2 of 2 City of Fo; Minority and Women 6usines MBE/WBE U1 Company Name, Contact Name, Certified Specify All Contr � Specify All Items to be Dollar Amount i Address, and Telephone No. Q �� Scope of Worti Supplied(") �� N� 0 z �x ■ I w" � _ w.. ��. _ ___.._..�._._._.__..W..__...___ ` ._ __,.._...,..�__. _.._. M.�,.w.��.P..._. � .___._._ � � I.....�Y ...............�._..�...4..---.._� __�.._._.�.__�....__�._- - � .� ..,.�»,............�..,�,.�....�,. � .. � ._._..w�.__.w._.._.'.___.... The bidder further agrees to provide, directly to the City uF ctual work performed by all subcontractors, including MB� 'he bidder also agrees to allow an audit and/or examination will substantiate the actual work performed by the MBE(s) a ,�mployee of the City. Any intentional and/or knowing misrE ontract or debarment from City work for a period of not less State or Local laws concerning false statements. Any fail ^reach of contract may result in a determination of an irres; ��r a period of time not less than one (1) year. ALL MBEs and BEs MUST BE CERTIFIED � ��..��.� ��. r�� - ►uthorized Si�nature / �-� ,�f-f— �'itle L' n �i /r !M (,,r. c, �, �� c. � �•-.. . =k-�'` �--- Company Name ,� �7 y S (1 1�.�. c>c;.c�+s�� I - Address � �`- �-1 �--� �'("�s- . �� caZv . .,�:itylStatelZip Code � � THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTi OPENING, EXCLUSIVE OF Pages 1 and 2 of Attachment 1A must b �ived by the Managing Department orth ,�terprise Specifications ZATI O N ;�equest, complete and accurate information regarding �nd/or WBE(s) arrangements submitted with this bid. y books, records and files held by their company that r WBE(s) on this contract, by an authorized officer or :entation of facts will be grounds for terminating the ,� three (3) years and for initiating action under Federal, '� comply with this ordinance and creates a material ble offeror and barred from participating in City work 1E CITY BEFORE CONTRACT AWARD �i ., ;�� ,-� t � � e .a.� 1<_� n :d Signature act Name and Title (if different) �'i �j — 2_7c; t: i N �• ,hone Number (s) �': "� - c�' 7c'; t; /cr' � lumber � �—�%''—f,/ �:;�%!sl��uG�� G�D �;: ��V ��'rG��G�� nr� n � � ii'`l'�o �"�'�:�'�r.'l��"� ' i a 3Y 5:00 p.m., FIVE (5) CITY B1.91�CGJ L,=,1`9��eFfii�t� 31D OPENING DATE Rev. 6/?J98 ATTACHMENT 1B Page 1 of 1 ciyt of Fort worth Minority and Women Business Enterprise Specifications � 1 � � Prime Contractor Waiver � j /�- ' —' \ �--`�l �a +^^ v C.. �4^� J"''ti , .+7�r ('_ • �`_-'� � Z %��it'1 C y"a�"' � �� n G• �.i�..L i v+� , t Prime Company Name Project Name �%- %'�-%�%' y'�a--,�v .. Bid Opening Date Project Number /1 i._' %v � , �'S If both answers to this form are YES, do not complete ATTACHMENT 1C(Good Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO, then you�must complete ATTACHMENT 1C. This form is only applicable if bQth answers are yes. Failure to complete this form in its entirety and be received by the Manaaina Department on or before 5:00 o.m,. five (51 Citv business days after bid oqeninq, exclusive of the bid opening date, will result in the bid beinq considered non-responsive to bid specifications. ` Will you perform this entire contract without subcontractors? Yes ''�No If yes, please p�ovide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an operational profile of your business. Will you pertorm this entire contract without suppliers? Yes �o 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 bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) andlor WBE(s) on this contract, the payment therefore and any proposed changes to the original MBE(s) andlor WBE (s) arrangements submitted with this bid. The bidder also agrees to allow an audit andlor examination of any books, records and files held by their company that will substantiate the actual work performed by the MBE(s) and/or WBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for in+tiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work for a period of time not less than one (1) year. �r*."""`� vs � � / !'� �v . y. ,� L t- l- . �" a � 1c /� Authorized Signatu�e Printed Signature �.t s. J�.�'— Title Contact Name (if different) �.,�.e,� �,-. C��, � �.. � �� .1 .�--�-- •�/ 7 - z 7c; - � / � � Company Name q�/�,�x- 7(�.�� Contact Telephone Number (s) `7S 5 v � �:.:,�-�-.,•.,-� Address '��. �� Authorized Signature �C.� , �/'7 -7�� - �i�? � Fax Number /' ��a��-, ��3�. . �- Company Name ��-�i:��U�+��: GG��,�. a��G�D ��" �u � 1f �� G�� c U --_��o �u JG'l�� . Rev. 6/2198 � � r,TO: 1V1R. BOB TERRELL City Manager Fort Worth, Texas PROPOSAL FOR: CIP PROJECT NO. 2— PLAYGROUND RENOVATION AT TEN PARK SITES `" (NORTHEAST REGION) PROJECT NUMBERS: � � DIAMOND HILL PARK EASTERN HILLS PARK FAR NORTHSIDE PARK GID HOOPER PARK GLENWOOD PARK LINCOLN PARK MARINE PARK RIVERSIDE PARK SANDY LANE PARK TERRY PARK C181/080181048160 C181/080181048170 C181/080181048180 C181/080181048210 C181/080181048220 C181/080181048250 C181/080181048260 C181/080181048280 C181/080181048290 C181/080181048310 �.�'ursuant to the foregoing "Notice to Bidders," the undersigned has thoroughly examined the plans, specifications, and .he site, understands the amount of work to be done, and hereby proposes to do all the work and furnish all labor, equipment, and materials necessary to fully complete all the work as provided in the plans and specifications, and �ubject to the inspection and approval of the Parks and Community Service Department Director of the City of Fort � �North. �The "approximate quantity" category is for information purposes only. The Contractor shall be aware that the �?roposal contains both Lump Sum and Unit Price items. The Contractor shall be paid on the basis of actual ins� alled quantities on items that are not Lump Sum. �. the lowest bid received exceeds the funds budgeted for the project, the City reserves the right to decrease the quantities contained in any line item or to eliminate any specific line items before award of the contract in order to ��ring the work within budget. By submitting a bid, the bidder acknowledges the City's right to adjust or eliminate ,ine items and agrees to honor without recourse its line item bid price. � ""'Jpon acceptance of this proposal by the City Council, the bidder is bound to execute a contract and furnish, if �pplicable, 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 �.,: _. _ _ _ _ 'AY APPROX. DESCRIPTION OF ITEMS WITH BID �TEM QUANTITY PRICE WRITTEN IN WORDS Unit One — Diamond Hill Park �., O�� °�wi 1. 1 Lump Sum �R��ed��t�res and Wood Walls including Concrete Footings. Dollars & UNIT TOTAL PRICE AMOUNT BID ��GG�-�� '��uG1D ',�: f� �° ��'� G��Q� r�'. ��' '�'Iril!u�J4 u y e Cents per LS $ � $ `—fj r- � � � 2. 149 CY Remove Sand Play Surface _ � .-.. Dollars & 5�� ..� L� Cents per CY $ !O � � �-' $ / � y � 3 `' "" 3. 195 LF Remove Concrete Curb and Retaining � Walls including Concrete Footings � '7 � �. ,, Dollars & _ _ �; Cents er LF $ i � • =� `f $ � � �' � ' �' : �: ��.4-. �: . P 4. 2300 CF Provide & Install Wood Fiber Safety Surface System, including Manufacturer's Drain System and Mats ,,,,� � j 1, : .�_ � _ Dollars & � ; l� . 1, _ ; �a:._ ,-� Cents per CF $ _5 � f $ � � €' � - 5. 1 EA Install Concrete Accessible Ramp r � � �. 'r�,.s,� :....:d � �.;,� i!_�:, LDollars & Cents per EA $ � � �'�' $ i � �� 6. 50 LF Install Concrete Play Curb �:. .�t; __ a� . .� r_ Dollars & 5�.- �—_,1; -_ ,�=: ., = Cents per LF $ � S`a � �� $ � �� c' 7. 75 LF Install Concrete Retaining Wall !t °,��. •-'+.,> � Dollars & �— ' � ..� ��-,1; - .� . -� � _ Cents per LF $ g ? , Z i $ � ; , ,�' f � .-_ 8. 39 CY Provide & Install Topsoil ' j j,4, � f_, _:,,,�_�.,^_ Dollars & ...+ ' j �;_,.�. G, _ -;�.:� .y Cents per CY $ .,f ' � � $ /'4' � %. : � 9. 330 SY Reseed Disturbed Areas with Bermuda/Rye (See Specifications) ��- �,,,,�� Dollars & -� � f�, . Cents per SY $ � � � $ ��i' � • �='�' 1 Q. 1 EA Provide & Install Whirl � �..� p � �.. � .�,� ;.i Dollars & �1 a, �� Cents per EA $ �. �,.��_- �� $ � ;:� c e, . ti�c � - — � 11. 1 EA Provide & Install Double Bay Swing -7-�"7f�:,�;,;.<< f-:,w� ;��.-,.P-�-! Dollars & ,,,,i /� r� Cents per EA $ �� `'e • �' $ �`�`� ° `"� 12. 5 LF Insta114" PVC Drain Line -�*_�,�.�.1�, _ ., ,� Dollars & `,�,��UU�:� �'' L��''' �?�� r""� Cents per LF $ t�= � `�' $ 1� � , ;�ti �_� �� n r , J��, c��;; G,��1� � V � r�sr nnrr��(c��StNI �t �� 13 �' 14 � � � J 9 CY Excavation/Grading Swale f�� '.-.�f 5, K.%..- °'`Dollazs & Cents per CY 1 EA Install Concrete Headwall � � -%e J � /�1;.,; ��.--� Dollars & Cents per EA Total for Diamond Hill Park �Unit Two - Eastern Hills Park �1. 1 Lump Sum Remove Wood Structures & Bench including Concrete Footings. �.�t � iJ�:>.. >,r., :►_ -9.__� ,�KCDollars & 1�" Cents per LS 2. 80 CY Remove Sand Play Surface c,`� ,�� .Z.:�.: ,, Dollars & `" ,s� �: Cents per CY � 3. 160 LF Remove Concrete Curb �`� �4, : �y-�:• :,,_ Dollars & � ''�--„�,�, ,1 � Cents per LF % 4. 905 CF Provide & Install Wood Fiber Safety � Surface System, including Manufacturer's Drain System and Mats ��-�,,,-�, Dollars & �� r%.' nz r ; . , = � � -a---- Cents per CF 5. 40 LF Remove Concrete Retaining Wall including � Footings. 5 01�•�-.-,_ Dollars & � � �. � � Cents per LF � 6. 150 LF Install Concrete Play Curb �'` �.,,,_�, Dollars & `°` �� . � li� Cents per LF . � 7. 275 SF Install Concrete Walk I� ��C ��`� `,�� J ��D � G�: �,s Dollars & Ir r�I�G��r� �� '�- , Cents per SF � �o�- � �_ ��r��a. qt��. $ //'� r �c $ / � `t `� $ / .;3-t� _ .:� $ `-� ��O • $ � Jct',�:,, �;' $ i 2,�� $ ,�' L :---c , $ i5; �-�� $ i ��.,��, W O-J a'� `� �D G— /� J $ •a o 5,' :� � $ � b � � � A.� $ �'� �`c $ � � � . .� $ -� � � � `' $ �; �� 7 � : t�; $ (�, '� $ dL �Y, a � �.. � 8. � � � � 10. � 11. � � 12. �: 13. �.. I" 14 � � 15. r 16. � 17. � � � 18. � � 365 CY Provide & Install Topsoil �� •� � !�: ; Dollars & N 4% Cents per CY $ j�;, i�� 750 SY Reseed Disturbed Areas with Bermuda/Rye (See Specifications) �> >�i r__ Dollars & Tr° :- : Cents per SY $ /. � � 1 EA Provide & Install Single Bay Swing i��- �� --��,�� :. � ��,�..�_ � .�Dollars & ��'�-' Cents per EA $ o � * '� 12 LF Provide & Install Metal Handrails � ,, s�� :�.u.� ��:1., �:� Dollars & Cents per LF $ j� ��5. �� 1 Lump Sum Install Concrete Steps including Cheek Walls & Footings „�,�,�,�'� I�t� �;,�I �ia�3 �� %� Dollars & 1►� �- Cents per LS $�f' �:=-�v 1 EA Relocate Whirl ;�.� �1.��.-�. �-��•,.r� ��-.��-1 Dollars & ;.r .� Cents per EA $ / � :� � 1 EA Relocate Picnic Table �� :- �ti- 4�r �� Dollars & Cents per EA $ �{� �-� 1 EA Concrete Accessible Ramp `�r�� r.,�,,. :.��L_�.� Dollars & Cents per EA $ ! L'�� 775 SF Remove Concrete Walk `� 7r'c�-c: Dollars & � � �, Cents per SF $ ,t , � u / 20 LF Ins�114" PVC Drain Line � r �,�..� ��. � Dollars & ,t� �^ Cents per LF $-�-� t�� 1 EA Install ConcretefHeadwall �. rG.-, ;'�. , .�_ � Dollars & , �^�l�� Cents per EA $ i= � � �� GO�,� G'��D � � ti' � �� i '�;,G�� Uu UVI�I✓C'I��VUQ U1l'�LNa � � `• `, � �. . F % Y+ . $ ��- $ � L J �.� $ �dF� $ > ,,-�. .�_� .D i 5 `�� $ ,�,�� $ / ��"c-> $ 1r37a� $ �.�? �, $ � �, Total for Eastern Hills $ Park 3 � �"�'/, j o Unit Three — Far Northside Park �.. � 1 �" 2. � � 3. � � �� • � �" 'w,,, �, � � � � �"` 8. ,..., � e 1 Lump Sum Remove Wood Play Structures, including Concrete Footings, and Bollards, including weld plates. �/— %�r:�� fi"�5,,� -,i�,3 `t fin�._lr.. `�ollars & �l � Cents per LS $ f ��'�-' $ �� =b �- ^'�% 120 CY Remove Sand Play Surface I-- � �-'�-:--, Dollars & �T�;� �, - �= : r'� Cents per CY 1 EA Remove Single Bay Swing including Concrete Footings -- ��-��--� - �1 � •�-��, Dollars & `�,..- � . " �n: ei . Cents per EA $ �� 5� $ ./�3�, � $ Y.� a' '{� $ y5�, :� 1 EA Remove Whirl including Concrete Footings �-� -..�. ��:..., ��,�,. �' �L�;.� Dollars & ,�;t � � Cents per EA $ . ; �' �� _� 1 EA Install Concrete Accessible Ramp ,�.�_�,�,.,y � ; ,,�, �; ,�� 1.�.�-� �'r pollars & ,� �� ; Cents per EA 2400 CF Provide & Install Wood Fiber Safety Surface System, including Manufacturer" Drain System and Mats '�1,�.�_�K Dollars & �i �, : : L� Cents per CF / 7.5 LF 4" PVC Drair� Line �,,,,�/��... �'' _ Dollars & ,�f, .,,�, f, .. �-l._��c Cents per LF 1 EA Concrete He�dwa� ;p�,,� j,�.,_„.�-/� Dollars & �v Cents per EA $ _� �c� . ��: $ r' ? �:.:� . �c>, $ ,' a ,�r, .� $ � � �S �� %�l� L� � sc) � ��ec�� S 3 $ '��,�,�x� $ � � � . �"�' $ ?�� °N ��0;��'�� G��G��D �� llr ��'GI►,��[K I�, c 1�� d IY"J'�� U+'C Wd ��. � � 9. 8 SY Reseed Disturbed Areas with Bermuda/Rye (See Specifications) � � �"T�� r �-� Dollars & `'` �l� �' . Cents per SY $ %� • �'�"� $ �D � � � 10. 1 EA Provide & Install Single Bay Swing iy-.� y�-K-----��'��:�.� �,�-.�,;Dollars & �.-,, � t,c� �' �r*, ,,�� Cents per EA $ f ,a %�1� c � ,J� 1 l. 1 EA Provide & Install Accessible Dragon Slide �-ti�`�%.�..-.-.:-�� r.�,�{� ,�� Dollars & . �. ,,,�� Cents per EA $� ki��.. c�% $ ��;'�,�._�.,-�: r 12. 1 EA Provide & Install Whirl . ��,�,; �',�,__�4" 1-,,�. ,�� P�-Dollars & lv c� Cents per EA $/'S�'�> `�s, $ 9� `��, �;��, 13. 72 SF Remove Existing Concrete Walk ,�; .-..�_ Dollars & , �� li -� i •�c,r� � Cents per SF $ � � �-- $ �r?0 � �' r 14. 14.5 LF Install Concrete Curb and Gutter . �.'�. �� Dollars & -� ,,ti/." Lr Cents per LF $ �� ` $ � �''�' ' c�'� �; 15. 1.5 CY Provide & Install Topsoil '�_: � Dollars & ,,,� r�z.% Cents per CY $ -��' . `�� $ "�' , �'y�= � Total for Far Northside $ Park •�0 �j 1 • t� � � Unit Four - Gid Hooner Park �(��CG�/�� 6�'�Gu�'L �� G�C��( 1. 1 Lump Sum Remove Wood Play Structures and Wood �i�'�� j�j�� e Retaining Walls, including Concrete � - _ � �Footings. � t:,�� ,�.�..._� .� : y /G--"�ollars & �.�_: Cents per LS $ -° � �� '�` $ /L� � ^ �" � � � 2. � 3. � L' r"' 4. `.' S. � � 6. �,. 10 � � 11 � � 135 CY Remove Sand Play Surface ^%�-.�-z-� :� Dollars & ,�! r„ Cents per CY 1 Lump Sum Remove Picnic Tables, Bench, Trash Cans, and Basketball Goal (including Post, Backboard and Hoop) and Footing �;:.�_ '�/.:_a�., .. �:�_ Dollars & � � . Cents per LS 112 SF Remove Concrete Slope �'�cz-. , Dollars & r•:.�1-� i Cents per SF 2 EA Install Concrete Accessible Ramp c=,-x �-� �..,_., :..,<� �_.� ,i,�,.-:�' `Dollars & ,�%� Cents per EA 2750 CF Provide & Install Wood Fiber Safety Surface System, including Manufacturer's Drain System and Mats � i11.�..�-� Dollars & er'>-�-��--'e� Cents per CF 80 LF 4" PVC Drain Line � `��_,-._.�, _ -; /, �. { Dollars & � �: . Cents per LF 2 EA Concrete Headwall , � .-��.� - .,._ � �---- �=«. -f� Dollars & �✓t) Cents per EA 210 SY Reseed Disturbed Areas with Bermuda/Rye (See Specifications) '�.�___ Dollars & � �- Cents per SY 1 EA Provide & Install GameTime Play Structure Model # 11613 �. �' .�� :,��,� �f..�., �:a�.,,,1 r��.n Dollars & �`r `' Cents per EA 1 EA Provide & Install GameTime Play Structure Model # 11605 ,;,��,�_t„� `�� -��*: _-_�� - �z�--. Dollars & �"v' ��'G��':C� �°��°1�� s�= �. Cents per EA �� 0�'V ��cG� � ° G�'� r� ��r�s�M ��c $ r•,,,Z . t �e� $ J ,.� `,. : .�� k, $ � _�ti�� $ ��,s, �� $ � S�� $ � � � :,-c� $ �'z :�= $ ,..� , `� �, $ � -;� �; �c') . L�CJ $ f_� � �� '—' � � �=' $ '�' � . : �?�� $ � �, `:t u _ cr/ $ ��i: � �� $ ,i, �'�.-�, $ _�: , �'� � ��'t�� ,.> $ ��. �� $ /,� '�L��1� _ � e $ � ��-�% ..� � ;� ��, , � �l � 12 F" 13. � � � 14. �" 15. C.. �" 16. � I.. r 17. �,. 18. � 19. � :.,, �. �, 20. � �" 21. � r 1 EA 2 EA 225 SF 2 EA 2 EA ic�I:1 1 EA 20 CY 40 LF 200 SF Provide & Install Single Bay Swing c;..< � �-,w.�.-,-.� �v, .,o r��(.�" Dollars & �K i, Cents per EA Provide & Install Basketball Posts, Backboards and Goals, including Concrete Footings �m.� �^.�3--__.�` ��...�• i�--�� Dollars & i�'� Cents per EA Expand Concrete Basketball Court '`r--� —, Dollars & � � Cents per SF Provide & Insta116' Picnic Tables _�et��-, �14� ;.(�.a.� r��:�� -�s',r.� Dollars & �� - Cents per EA Provide & Install 8' Accessible Picnic Tables �'°r f�., ; i1_, t4_� - w: ��i Dollars & ��= Cents per EA Provide & Install6' Ber�ches � i�..�c r�__�;�.,1`� �:>.-� `�f3o'IIars & < Cents per EA Remove Culvert and Infill `��o�<-..� 1�_-��' Dollars & �� Cents per EA Provide & Install Backfill at Concrete Retaining Wall ��„ w �, Dollars & ,,,,f ;; Cents per CY Provide & Install Concrete Retaining Wall and Footing r � ��, .:�....-�.-�� Dollars & ; • �'.l, Cents per LF Provide & Install Concrete Picnic Table Pads `; � �f �� Dollars & $ I'tl � � _ t'1. $ / fti'C.� :� '�°ti� $ /, 4! �;�;, �i $ � �fc�i) . E,-Z; $ ��, ..-c; $ � -c � o ;�) $ �i �I, ��. $ � s` � �> . � _�: g (�'Sv, ,s� g _ / 7rrt� _ ;. `-t:; $ .� ;�; ; . �� $ ,i .� � ;, �w $ ��> $ s;�, a-c' $ �;, � . �-�.� ;'��'U':.: �_�_ ':, �;:'�� '� �;1 iJ �� Cents per SF $`? �,: '' ��,,`� "L' ^ i� s l��llr�'u' _� .�. ',J 1' ^t'. '�`�'p 116W F, v 4r-i`;; i . o $ s .:.r� , ..:� $ � ,�> . �.; $ ��..�,� �, $ � -� s� �: � i� �22. 60 SF �" 23. 3 EA �., � � 24. 2 EA ��.. � � '� �' � �' .1nit Five — Glenwood Park '� � Provide & Install Concrete Bench Pads - i ,--`- Dollars & N' �� Cents per SF Provide & Install Trash Receptacles, including Lids and Liners �:��u ��,�.�� -�� Dollars & �'� Cents per EA Provide & Install Play Signs �'��-," �,�,,.C�' ` �. /'�i Dollars & nf � � Cents per EA Total for Gid Hooper Park $ j C/ �'`t' $ �,� , �-;�� $ � � �: . :.-z:: $ �.s �f� . � $ ��-�. ,�; $ �� . �� $ 1�.3, '�Ly� S� 1 Lump Sum Remove Wood Play Structures and Wood Posts including Concrete Footings. t7�rf...,,. a,.;� s;� ,�:,.�.l1 Dollars & /� � `=' Cents per LS 228 CY Remove Sand Play Surface �' ; �i ,�.r- Dollars & /V�.; � Cents per CY 210 LF Remove Concrete Play Curb :�;.�,,j� Dollars & � �,,._...�,-` - � : �x Cents per LF 1 EA Relocate Dinosaur Climber 0 � ;�•:� :n, ; � Dollars & r��' Cents per EA 4280 CF Provide & Install Wood Fiber Safety Surface System, including Manufacturer's Drain System and Mats ` � �.>� Dollars & ''�' �� G":is G`��l�J�� S".�.�-,�. ;; Cents per CF �� 9� ��[�': � � ' Q� �t UV:��UUp ��We $ � t, �'�'. "`� $ ,/b�� , ��-' � �j �-yU $ lt�% C-�". �CC% $ �', '' � $ ��. � �� $ � ;.w� . $ ; �c° ;.� $ � • � � $ � � s��= t.� t�� i.i 6. � �, 8. �. 9. � , 10. � 11. �. � 12. � �.. r � 13. � �` 14. r�, �" 15. � � 16. � � 25 LF 1 EA 466 SY 135 LF 500 SF 1 EA 1 EA %IIZ� 4" PVC Drain Line ��"�.-- � �, �`r�,_ Dollars & � ,_�. �; -- � . ;, �_ Cents per LF Concrete Headwal�,, � �. �'.--� �.. �!✓a -1� �'�/ Dollars & Cents per EA Reseed Disturbed Areas with Bermuda/Rye (See Specifications) -7�T ,:.� Dollars & r1 �= � Cents per SY Install Concrete Curb �•� ��, -�� Dollars & ��( � w��; -"rf��-_-� Cents per LF Insta115' Wide Concrete Sidewalk �.�.��-d- Dollars & T�-= �� •- ��,�KJ Cents per SF Install Accessible Concrete Ramp �-Ttz. �;f ..,.--- � ' Ik.� /L;,,, �.__ Dollars & ,�! �,.� Cents per EA Provide & Install Little Tikes Play Structure Model # PB 5 Mo�ydified _�L'.��, �-.-� �":i�Y_ i�,.,,1 e / Y' ��b111I'S C�L r�� Cents per EA Provide & Install Topsoil `�1� � —�-; Dollars & r u � Cents per CY 1 Lump Sum Grading/Excavation Swale _7{x` �� •- -� «.,� '�jl:.,,,.�_ j; i ollars >v � . Cents per LS 120 SF Remove Concrete Walk ��-�•�� Dollars & �. : � �; Cents per SF ,� u ��C�G�:I� G:'��^V eiD �0�1 ��G��,��b �o �'� Ci ll ll ll q U�a $ '� . � %� S� $ �; �� a . � a-_ $ � � . i r'i) $ � �1?'.� , � TJ $ ,� .� $ C'��ti� � "c. $ ..� �� i -% $ f �5`� : � :s� $ �, � � $ ��, f�n . � $ j �i;�c: �'� $ �' Z v�c; . �:�c'. � � ��—.� �„ $ � � a �:: f � Li $ j i: � �'"�= $ � � P�'' ;tl> $ '� � �'i� � � $ L � i-�r.s ; '�i. � % ; � $ �jc; c �; k� � 17. � 1 EA Relocate Swing .-. �,� -� �`.,�<-t_� _ ---{� Dollars & ��= Cents per EA Total for Glenwood Park � Unit Six — Lincoln Park �. � il 1. 1 Lump Sum Remove Wood Structures including � �r �. � 3. � �4. � � 5. r 6. � � 7. �' 8. � 0 Concrete Footings. �_� �� .. � y. �1 Dollars & ,r.� � - Cents per LS 180 CY Remove Sand Play Surface " ; .� .-, Dollars & �d � Cents per CY 50 SF Remove Concrete Sidewalk �' 5��..-�_ Dollars & „�+� Cents per SF 3800 CF Provide & Install Wood Fiber Safety Surface System, including Manufacturer's Drain System and Mats �'w c Dollars & � � a�'l� �;�-,-��"�_ Cents per CF 1 EA Install Concrete Acce sible Ramp c� ��►i,.��,�,..:� '_ic.:.�� r�,� ��ollars & n1" �_'� . Cents per EA 50 SF Install Concrete Sidewalk �(�` �� Dollars & �� i Cents per SF 1 EA Relocate Whirl �' : � �_ � ,� ., �L..,.F' - �-'.1'/ � Dollars & '�� -' Cents per EA 20 SY Reseed Disturbed Areas with Bermuda/Rye (See Specifications) -� �.,`._�� Dollars & ��'.��5 ��r��:;i��'�:' ,�r'�; Cents per SY �G�� [��G��<�� I�u. 1'll'11��C�1lif11� GI'b['av $ ,,��t; � $ � L"rV � $ ryLL- � � $ p'1 � � $ Z , � :�� $ ,�, �:,-�t . $ y3 i�t�. � o $ �', c�.-�. � � $ �'�'s �.. �:� $ -�s c ..,� $ dU, � 3�: .D ! � ` L'" '�C! �D � � l��' i�a $ � �� $ ti � �, ��. $ �� .�-r� $ �iS �.� . �w� $ L�a � ```� $ C � .. �.�, � � 9. � �,,, 10. � 11. +�". � 12. � 13. �"` 1 EA Modify Existing Rock Wall to Accommodate Drain Pipe �..r , ,�,,, ( __�' Dollars & r�� • Cents per EA 1 EA Provide & Install D�uble Bay Swing ._ ��, ir-.�,,::,.,�/ �. �-_ ,!I•.,.-�—(' �Dollars & Cents per EA 55 LF Insta114" PVC Drain Line ` ��;,,..__, � , Dollars & >�/ u Cents per LF 1 EA Provide & Install Sli�ie ` .��slr�.•�„�I �,� ,t,�_.,., �.y� Dollars & a��; Cents per EA 1 Lump Sum Sandblast & Paint Rainbow Climber ��, k ,,�,,,KfN.�� -,�� <�'( ; Dollars & �%�� • Cents per LS � � Unit Seven — Marine Park � 1. 1 Lump Sum �' r 2. 130 CY �. 3. 155 LF L� r. 4. 3000 CF � � i I'. j+ jGirl (�l DI ' ��I� V��:�� a�_L�G�� r a��'� G��a L i� �e �"�'��. �I�. Total for Lincoln Park Remove Wood Structures including Concrete Footings. v,K;�`?t�.K,� 3.,.._�- Dollars & ��-' Cents per LS Remove Sand Play Surface � � ;,�„�(' _.� Dollars & �.r �� . Cents per CY Remove Concrete Curb ��...��-- Dollars & r�� Cents per LF Provide & Install Wood Fiber Safety Surface System, including Manufacturer's Drain System and Mats - f l�.,..�,� Dollars & j�� Cents per CF ,-✓ , � � ., ' Q �iG'. $ J�i.�l.. � u� $ �"�t'-c' `-`°" $ �' ��t `'�C $ .1c, , �-�.; $ �'�� $ , � � ``. $ /%' �`� � ti�' $ -� � �,"� - �"�' $ %��-.' ��. $ Z 3, 'I �O , cr� $ ,; �� ; $ �E-�� . �:.0 $ /z��= $ �. �'ti $ _3 , �, $ i � d �" � �`�. $ � � c �J $ �. ��. � � �5. � 6. 1 EA 95 LF 7. 30 CY r 8. 135 SY � f�-9. 1EA � ►�. � , 10. 1 EA �...; � 11. L. � 12. �,. � 13. w,r � 14, � r� �. � 120 LF 2 EA 1 EA 1 EA Install Concrete A�cessible Ramp f�..•, ,f..��..� �;.�.d, tL�...d-Dollars & �� Cents per EA Install Concrete Play Curb Wall �, �-�� _ '-�r _ v Dollars & fi 1-� Cents per LF Provide & Install Topsoil ;-c,. •�- � Dollars & r��4 Cents per CY Reseed Disturbed Areas -r I.-�.� Dollars & ��f r�� Cents per SY Repair & Relocate Whirl e;� r��, ,,,..,�� Dollars & � r c; � Cents per EA Provide & Install Play Wheel " �l�.t,.E-� s.0 ,�_.(.:-�;� Dollars & /+i�, Cents per EA Insta114" PVC Drain Line ,�, ; ,� _ Dollars & ; � �,: Cents per LF Install Concrete Headwall �.t � :- ;., �,�, ,,, �„_.✓ Dollars & Cents per EA Provide & Install Tic-Tac-Toe Panel and Animal Panel % C', ��. ;,;n �!,g � 3 %��'•� � ,,. _ ;�:� t�-,i'i��,..,-:� �A�,.�- ��.l.�Dollars & �, f :. Cents per EA Relocate Seats on Double Bay Swing ,�,�_ �,/�,�, �' �. Pl� Dollars & JV'r, . Cents per EA Total for Marine Park �D 1 �'�'L� $ r� ) v'a ' �'l� � $ ,� `� ,�= $ =3�' _'� �=% ,�; � .� $ .:��, � �u $ ��; .:: $ �_ �� ,�� $ y �: ,, _. ,� $ � c-c-c. tia; $ � c�-�-. � � $ 3�:� , ,.� $ i �� $ .�c�n, :-� $ �'' %�r_ r�' $ %+,;Y ;.�; $ j y C L� �- �D Y -�TL�4�. i±-� �j � �°a e� �4-!, $ �;s�,,u. $ ��, � ��i� G��D ��'1� ��G��1Q1� (�o �G'�I�, �C`�. $ �3 t�?`� ; r•c � � Unit Ei h — � t R�verside Park r 1. 1 Lump Sum Remove Wood Structures including � � 2. f' �.. � 3. � 4. � �. L: 5. �. � 6. � �' 7. . �.. 8. L� � 7 � a 105 CY 30 LF 2895 CF 1 EA 90 LF 43 CY 130 SY 1 EA Concrete Footings. � •-�i�,.,�;�,, .,,,,. � Dollars & t� •. . Cents per LS Remove Sand Play Surface --� �, r l� -�_ Dollars & �/ t� • Cents per CY Remove Concrete Curb ` I �-�. �- ��-.� Dollars & �-�{� �� .-(� _;�,�-, Cents per LF Provide & Install Wood Fiber Safety Surface System, including Manufacturer's Drain System and Mats � �.,�-. Dollars & Sw�.--..� - �=' _.� � Cents per CF Install Concrete Accessible Ramp t�:-��.' 91..,..�.,,�:Q �4�� i�.,�Dollars & �.�� ., Cents per EA Install Concrete Play Curb / Retaining Wall including Concrete Footings �'_ -, 1-; -- �; - Dollars & �^% '� Cents per LF Excavation and Haul ��.��,r pollars & ,*� t�� , Cents per CY Reseed Disturbed Areas with BermudalRye (See Specifications) � ;, /t�-�.t. Dollars & ,��/ •� Cents per SY Provide & Install Slide �.;�,,...-� A�:.� ... � ?�,-,,. ��.�.�'1 Dollars & ��u � Cents per EA u��uGU�� G'��'��`�'�� V �"�� aG�'�� ih A IYIV��i l�'I II �!I �I`. ;•� � $ �c•<� .� $ �'� � $ %-� �.c�' $ � � � ,�+ . :x� $ /;i. 3 a $ ';'r:--c ,�� $ ..� • ;�5 $ '7�� z � $ �r�.-�. �., $ j�� ,.�� $ .,,�/. c„Yc; $ �;, � ,� ; �� $ �,•� , ;.�; $ >�;� � �: . ;�4 $ �3 . .��...} $ ;� �; �`� . �� $ Y'� �:`�- $ �f s :;�: . _x � �10 � 11. � � 12. � 1 EA Provide & Install Single Bay Swing ,.-� ; t,.;�:.;,�;�I 3�r_... ,�.�t.: � Dollars & �� : Cents per EA 1 EA Provide & Install Play Wheel � .,.,�� ,��...,. r�..�'-' 1= � �li Dollars & ^i �- Cents per EA 1 EA Provide & Install Play Panel �%�•%�- i�.,.,1 __4 � � :,�f; Dollars & � ,�v' �. Cents per EA 13. 50 LF Install 4" PVC Drain Line ,� ;� ,:,".- _ --� � Dollars & ,� e�% � Cents per LF � 14. 1 EA Install Concrete Headwall ��.�,,� ,t,�,�,f� Dollars & � ,��c� Cents per EA 15. 40 SF Remove Concrete Waljc � ; �:. �l�ollars & � �� , �-:�.;�, - Cents per EA � � Unit Nine — Sandv Lane Park � Total for Riverside Park f 1. 1 Lump Sum Remove Wood Structure including � Concrete Footings. �,�-- ��,.,, � :_ r,a �l Dollars & � K�� . Cents per LS � 2. 210 CY Remove Sand Play Surface � �:..::.t ,�; Dollars & �+p ��' d% Cents per CY 3. 160 LF Remove Concrete Curb. ; ��,�.ti_� Dollars & � , n4 c. Cents per LF ,. --_- -�:,� :, i� �� , v�'i�J��:VG�is G.��':;�� O�V ss��GG�� ' �� rs� �,r��rM s�r� �.� $ � ��L� L� �'� $ /�e7�; . � -�� (, �,, ;-c� $ ;� � r; Q� � � YJ . �i' ,� �'GI $ �:.1 G . g ��; �,�, $ Oc;-�t; . :�, $ �"e �' -c ° $ �'e' +.=� ti--c.; $ G.»,�,, ' ..� $ 1,;: �'ii � .. $ , �,.>c; $ �� ,� $ �S �� '�' $ �s-5'�/ Ls' $ ��-'�'�' -�:� $ .�� -zo, �; $ p � 'z �. � �i � 4. 4050 CF �, � . 5. 1 EA � � 6. 111 LF � 7. 1 EA � � 8. 43 CY � 9. 295 SY � � � 10. 1 EA � 11. 50 LF � �.. �- � � Unit Ten — Terry Park � Provide & Install Wood Fiber Safety Surface System, including Manufacturer's Drain System and Mats d w� Dollars & 5:,� �- r; oi• Cents per CF Install Concrete Accessible Ramp �� r�..K 9��.�..,...�(r ' v� F�. C Dollars & ,�� Cents per EA Install Concrete Play Curb --j�� _ �_, _- _—� -� Dollars & � ��' Cents per LF Provide & Install Accessible Dragon Slide ��a; �o� j l�.v. .:z �� :. � /�. < ! Dollars & �a_° !� • Cents per EA Provide & Install Topsoil �`7 f-�' �� Dollars & :^-�� Cents per CY Reseed Disturbed Areas with Bermuda/Rye (See Specifications) ��--°� Dollars & �� '_`- Cents per SY Install Concrete He�adwall u -�•�-� f.l,,, (� Dollars & � `�=' Cents per EA Insta114" PVC Drain Line �"7�t,,._ ( ; Dollars & r%��: �- Cents per LF Total for Sandy Lane Park 1. 1 Lump Sum Remove Wood Structures including Concrete Footings. �,, ��.t j �� _,_-. n �r� Dollars & ;�� ,� �j��UC�� Cents per LS e ��ti' ��'rG� ° c?Vr f� �Cu�r�i�(�. �i(�. $ � � :� $ a'��v $ �.:� � -�_� $ ' C�, ��s_� $ �� t� $ �� ,�'`/ $ -'-i � ,,., „� $ � j �,�> , �. J` $ �� ' $ J-'� .� �_ ��, $ �' . �.- . $ �' � ��- a�` $ �;��, ,.: $ ,�,�t� ti:�.; . $ �� c-� $ ��e-�-�; �,�; $ !� �, �; % �- �'�� W / R L' d!'.. $ / '.:�'tr-i... � � 2. � 3. � �, 4. � 5. � � 6. � 1 EA Remove Slide including Concrete Footings �>.;,��is��_�;,�,1 ';>":�:��Dollars & �� Cents per EA 1 EA Relocate Buck - A- Bout ti� � ��i, .,.;fr� ,-; Dollars & J�� F� � Cents per EA 1 EA Relocate Spring Animal (Squirrel) �� - �1�--�-...��' Dollars & ,�a� �t� Cents per EA 1 EA Relocate Pod Play Structure '��-.�� d�L=-� � �' Dollars & �TJ �� Cents per EA $ ��.{' , $�'="°ti ' ,.. $ ��ti ' ti.: $ %,- � , , �: 1 EA Provide & Install Little Tikes Play Structure Model # KB 102 �a. H,.�..i�.: � '$',.Ea: ,,,,�1 Dollars & �v Cents per EA $ / �. �� Total for Terry Park k„ BASE BID - RECAPITULATION � Unit One - Total Cost for Diamond Hill Park �'"`Jnit Two - Total Cost for Eastern Hills Park Unit Three - Total Cost for Far Northside Park �-�Jnit Four - Total Cost for Gid Hooper Park �Unit Five - Total Cost for Glenwood Park Unit Six - Total Cost for Lincoln Park �nit Seven - Total Cost for Marine Park � iJnit Eight - Total Cost for Riverside Park �Jnit Nine - Total Cost for Sandy Lane Park , '�� f� G'[� ��' C�. �� h" ��Ir�f(SI�JI�)ni( �u VU'-' i �G�p �150'�. $ !"� ca �x ; , � _�: $ %��' " `z"` $ �ve; �.i $ �`'� . �...�- $ /cf e-�.�, $ � 3, �, e-c> $ �7 ��. �� $ -3 7s"�/ S`� $ :1 � ,�3 i � �� $ L-�, `7��, S� $ ��, c�f�• 5�c� $ � 3. '�� • � $ ,:�.�, �S, a% $a?S; 9�f/. zi $ ;�2�i b' Z 2 , e� � �Unit Ten - Total Cost for Terry Park � Total Base Bid BID ALTERNATES � �UNIT ONE - DIAMOND HILL PARK: Bid Alternate No. 1- Deduct all Demolition and Removal Items. � Total Deduct Alternate No. 1 � Bid Alternate No. 2-Add Two (2) Play Signs Total Add Alternate No. 2 � Bid Alternate No. 3-Add Provide & Install Two (2) Spring Animals � Total Add Alternate No. 3 � UNIT TWO - EASTERN HILLS PARK: Bid Alternate No. 1- Deduct all Demolition and Removal Items. �' T 1 D rn te No. 1 ota educt Alte a � Bid Alternate No. 2-Add One (1) Play Sign � Total Add Alternate No. 2 r UNIT THREE - FAR NORTHSIDE PARK: Bid Alternate No. 1- Deduct all Demolition and Removal Items. � Total Deduct Alternate No. 1 Bid Alternate No. 2-Add One (1) Play Sign Total Add Alternate No. 2 F'" �D � ,� . �� C�' r tJ� $ 3ry �er� �� $ -- �- /Lump Sum $ � S Q . r:,�' /Sign $ L � �� ' /Animal $ � v�` /Lump Sum $ � � �" /Sign $ �� /Lump Sum �, . $ P S`� /.sign Bid Alternate No. 3-Deduct Provide & Install Single Bay Swing & Add Provide & Install Double Bay Swing Total Il��t�ct/Add Alternate No. 3 - � $�L� /Lump Sum � � � I�� GO�� G�� '� ��r ��'GG��1� — -�o �� G��bo �[��. � r� UNIT FOUR — GID HOOPER PARK: Bid Alternate No. 1— Deduct all Demolition and Removal Items. ` Total Deduct Alternate No. 1 r Bid Alternate No. 2—Deduct Two (2) Play Signs. � Total Deduct Alternate No. 2 UNIT FIVE — GLENWOOD PARK: Bid Alternate No. 1— Deduct all Demolition and Removal Items. Total Deduct Alternate No. 1 Bid Alternate No. 2—Add Two (2) Play Signs Total Add Alternate No. 2 Bid Alternate No. 3—Add Provide & Install Whirl Total Add Alternate No. 3 UNIT SIX — LINCOLN PARK: Bid Alternate No. 1— Deduct all Demolition and Removal Items. Total Deduct Alternate No. 1 Bid Alternate No. 2—Add One (1) Play Sign Total Add Alternate No. 2 ;UNIT SEVEN — MARINE PARK: Bid Alternate No. 1— Deduct all Demolition and Remaval Items. Total Deduct Alternate No. 1 �Bid Alternate No. 2—Add One (1) Play Sign �� Total Add Alternate No. 2 i.� �u'I��d�'�� L�� n ,��`' '� ti �;i e� (� '� ��'' ��':��?�� :.! �n —�' �:'�(�q ��. $ 8��c'� /Lump Sum $ �=� � /Sign $ ��-`'�' /Lump Sum $ F� F� � � /��ign $ /'� c�-�- � /Each $ � �� /Lump Sum $ E� ;; �► . /Sig�n $ 5� � /Lump Sum $ ,��-� . /Sign � Bid Alternate No. 3—Add Provide & Install Slide l,��o�� 7s s�> L� Total Add Alternate No. 3 � UNIT EIGHT — RIVERSIDE PARK: � Bid Alternate No. 1— Deduct all Demolition and Removal Items. � Total Deduct Alternate No. 1 � Bid Alternate No. 2—Add One (1) Play Sign Total Add Alternate No. 2 '``� UNIT NINE — SANDY LANE PARK: �J Bid Alternate No. 1— Deduct all Demolition and Removal Items. � Total Deduct Alternate No. 1 Bid Alternate No. 2—Add Two (2) Play Signs Total Add Alternate No. 2 $ /C js /Each $ ' � �'E-' " /Lump Sum $ �S� . /:>ign _., _ $ � t.ry /Lump Sum $ �'�� /Sign k..� Bid Alternate No. 3—Add Provide & Install Single Bay Swing � Total Add Alternate No. 3 $�'; i ��.-` �, Bid Alternate No. 4—Add Provide & Install Accessible Parking Sign and Pavement Marking Total Add Alternate No. 4 $ C Z� �� UNIT TEN — TERRY PARK: Bid Alternate No. 1— Deduct all Demolition and Removal Items. � Total Deduct Alternate No. 1 � Bid Alternate No. 2—Add One (1) Play Sign �' Total Add Alternate No. 2 'Bid Alternate No. 3—Add Provide & Install Slide ;" Total Add Alternate No. 3 � . ',:�!U�� G��'.� �'��G�� 'ti' ��: G�C��l� _ �o � '��'��o ��e /Each /Lump Sum $ i"�' /Lump Sum $ ,�-�"� $ � 6 z--c; /Sign /Each � �,A. r B. L � C. �' This contract is issued by an organization which qualifies for exemption pursuant to the provisions of Article 20.04 (F) of the Te�s Limited Sales, Excise and Use Ta�c Act. The Contractor performing this contract may purchase, rent or lease all materials, supplies, equipment used or consumed in the performance of the contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate complying with State Comptroller's ruling tax, said exemption certificate complying witl-. State Comptroller's ruling #95-0.07. Any such exemption certificate issued by the Contractor in lieu of the ta�c shall be subject to the provisions of the State Comptroller's ruling #95.09 as amended to be effective October 2, 1968. The undersigned assures that its employees and applicants for employment and those of any labor organization, subcontractor or employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance 7278, as amended by City ordinance 7400 (Fort Worth City Code Sections 13-A-21 through 13-A-29), prohibiting discrimination in employment practices. �'D. The undersigned agrees to complete all work covered by these contract documents within Sixtv (60) Workins Days after the date for commencing work as set forth in the Notice to Proceed to be issued by the Owner and to pay not less � than the U. S. Department of Housing and Urban Development Wage Rates found in this document. �E. Within ten (10) days of receipt of notice of acceptance of this bid, the undersigned will execute the formal contract and will deliver applicable Surety Bonds for the faithful performance of this contract. The attached deposit check in the sum of $_Dollars ($ ) is to become the property of the City of Fort Worth, Texas, or the attached Bidder's Bond is to be forfeited in the event the contract and applicable bonds are not executed within � the time set forth, as liquidated damages for delay and additional work caused thereby. �, F �� G. 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 construction thereof to the City or to reject the proposal. Receipt is hereby acknowledged of the following addenda: j�_No.l 9/3%� No.2 No.3 No.4 � Respectfully submitted, F^ r � i L /,�. f �i..�_� .._ (Company Name) � %��_- �_�.yi .! (� ,> By (Authorized Signature) � Date: � Address . .:—�y-- / �c�_ U ��Y �� , � .) 5"� Go: � � .J � 2 iR ` C ' '%Cy 0 Y.G � Telephone: ( ,�%i�� -j;; _ �, r.� G �;:!r��G,C G��C��GG?L � �0�'' �"C�.':: G�[�G`°� � ,. �o f�i L��'l�i 9 ��r',�, SEAL (if corporation) � � � L r � � � � CITY OF FORT WORTH HIGHWAY CONSTRJCTI�N PREVAZLING WAGE RAT:. FOR 1995 CLASSIFICATION CLASSIFICATION ' -------------------------RATE----------- ----------- RAT= � � � � � � � r � � � � � AIR TOOL OPERATOR ASPHALT RAKER P,SPHALT SHOVELER BATCHING PLANT WEIGH6R BAT2ER90ARD SETTER CARPENTER CONCRETE FINISHER tPAV} COtJCRETE FINISHER (STRS) CONCR�TE RUBBER ELECTRICIAN FLAGGER FORM BtJILDER (STRS) FORM LINER FORM SETTER (PAV i CURB) FORM SETTER (STRUCTURES) LABORc.R, COMMON LABORER, UTILITY MECHANIC OILER S£�VIC�R �T_L�DRIV�R PI?EL?X :R 6r.�1ST�R POW�R EQUIPMENT 4E£R�ITORS AS?Hr"�LT DISTRIBU`fl�R AS?Hn:.,T pAVING MACHINE 6�p0^". OR SiJEEP£R 0?LRATOR a�� i�OZER, 150 ciP OR LESS 3:J's.:.v�^.Z=�, 0�1=R la0 H? CON��_^,. F�JTNG CURIAIG M.�C!-:. CO"IC�=__ ?.`.'! .:N�S'riING i�Sc.C:i. CONC�= _ _ = AVING : O:c.'ri G��?R CONC��;� ?3�,JZNG JCINT MP,Cri. CONCR?T� P=,VING SOINT S :r�LR CONCR�T� ?AV�NG FT..OAT CONCR=T� ?3,VING SAW CONCR:TE ?AVING SPR�AD.r.R S:,I?=0�! MACHIi3E C��=, CLAM$HELL, BF,CKiiOLE, D :RRFCiC, DcZAGLINE, SHOV ;'. (L�SS TNA.I Z 1/2 CY} C1.��=, CL.=s:'SJHLi.L� 3ACKH0:.�, ��RRrCK, D�G:.IN_. SriOV�i, i� _i 2 CY 6 OV :�) CRJS:�=VG OR SCRNG ?LT 0?R. Ei :Vn^_'T_NG Gt�ADER :OUN�n': i0N DRILL O?E�tA':OR (CR.?riLE� MOUNTEQ} rOUNC?.TION DRSLL OPER�.TOR JUN£ 6, 1995 57.554 S8.565 58.255 S°.371 S8.920 59.947 59. 345 59.058 S7.733 :I2.761 S5.598 S 8 . f 1 / se.913 �8.686 58.42� 56.402 $7.461 510.658 58.698 59.104 57.500 58.509 511.333 53.404 5'�.053 S?.903 •3;; . 7C3 _,. _6�� 53.2:3 SS. a:3 S_.�Ju SS.OS2 S� . 3�0 S?.57� 59.290 59.7�0 59.000 59.000 :3.::3 S'_ , ; : � :?.��0 S::;.00 POW=R £QUT_?MENT O?ERr1T�RS M:i.Z:Vv MACHINE O?ERF►TOec N:X=R tOV:R ?6 C.F.? MiX�R f16 C.F. i LESS) MIX��-CONC�TE ?AVING MOTOR GRAQER 4PERATOR (FiNE GRADE) MOTOR GRADER OPERATOR PAVEKENT MARKING MACHINE PQSTHOLE ORIiLER OPERATOR R�LL�R, STEEL WHEEL ( P�N': -MIX PAVEMENTS ) ROLi.ErZ, ST£EL WHEEL ;FLA.TW:iEEL OR TaNlPING� ROLLER, PNEUMATIC SELF-?RQ SCRAPcR - 17 C.7. i LESS SCR;2ER - OVER I� C.Y. SID= BOOM TR�CTOR- CRAWLE� TYP� (150 HP i LcSS) TR�� 'OR- CRAWLER TYPE �^V?R 250) T�?CTOR- PNEU!�''_'IC T��':=;.ING MIX=R ?'i�:�CciING M.�CF?:N�-LIGHT TR=tiC:?ING NL4CHINE-HEAVY W�GOrI-pRILL, ?OR�NG M�,C4IN: R: =:::�RCING S^:_?i, SE'"TER : ? z'J I �iG ) R��'V � �I�ri�:V, uCri,��' `7V.TT��C _., . �-�JC':'JRz�; S -�--- aQR�=�-S��.::��^: U�A� S�^: ��EC?'O� S��t.J�� .B4X J:��TV� 8n�:c=�aDc S�R�'iC��. 20N� i�TK. MC�X=�� SIGN INS_'P.LL=R ;?=R.`"ANEN'^ GROUND} TR�C:C DRIVER-SINGiE AXLc. (:.=v'rIT ) TR:;CK DRIV�R-SZNGLE A)CLc �:__�,/y) - T�,�yu �RTV�r�_T�.V�EM PXLE ' ��'.� TL�1�.�L..�.; TR�_.. DR=V��-�Ow30Y/e.T.pA':' T��.. ��I:...�. ��t;�iSi�: �'A�X ':�i._� DRI�i��-',J_^iCH �':��_.:'OR 0?�Z;'�R n�.�J�.�'�. :+JM.aN RcSOr.i�C?S So.bSu 55.000 S7.3J.3 S9.500 Si0.345 S9.d9: sE.ao2 59.�00 SB.339 5?.30'3 57.403 59.138 S8.20� 5?.?93 58.;�tB >°..973 S � .'3= "' c'15 �.. Sd.:39 s_�.=sa : a .�CO 59.�'_8 ' _.:;� �:.,. �� 3::.-�c S:. �7 So.-�:2 'So.�v2 5 i . ; c' S-= - S�.�of 'Si.:_: S�. �:3 .5_ j J_ S3 2�^ 57.�9C S1Ci.i.7 i�v�;i��'i�'� �s,`.j� G!�c�� °?� ., _� r�'�� c��;�:G��`�G�� ti� �� r,� ti (��,�, �h�':�;!�, l �o ��U�o c z _,-,•. �-• , �„ CITY OF FORT WCR'� - HIGHWAY CONSTRL'CTICN � PREVAILING WAGE R,ATE �OR,1995 � (TRUCK MOUNTED) 52:.138 . FOUNDATION DRILI. OPA HSLPEa FROtJT ENT LOADER , (2 1/Z CY OR LESS? S8.823 FRON?' ENT LOADER - , .. {OVER 2 1/2 CY) 59.311 r HOIST iDOUHLE ORUM � LFSSi- 58.4?7 • �.x � . , :. � .... . . � -, �. . . � �3 . ` _ .- , . � � _ �. � � .. � � � �.. �.; _ � � ��', . � . .� ' . . tR�i.� . � � � . . . . •1 • \ . . { � \ ^\ \. { I � � • - ^�f��l�� ?[��G°?D , Q �� G��G?`� �o UV�"��1�:��VUp ��G110 � JUNE 6, I99� HUMAN R�SOURCES 4��t' Lw �QPP.�MENtpF`y U.S. Department of Housing and Urban Development °� Office of Labor Relations _* oOl�� *� Texas State Office, Southwest � oG II�'I I��2 1600 Throckmorton Street �''eqHpE��OQ Post Office Box 2905 r Fort Worth, Texas 76113-2905 July 13, 1999 � � � � � � � � Ms. Deidra Emerson Fiscal IAGM City of Fort Worth 1000 Throckmorton Street Fort Worth, TX 76102 Dear Ms. Emerson: Subject: Project N�_imber: B96MC480010 Project Name : Development of Gid Hooper Park Proj. Location: 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. S ' ce� y, / eria E. abor Rela Enclosures U�� C�� '��J�� tif � �'G °��{� �a UU I��:'UUUp U6Wo ,�,. � General Decision Number TX990046 Superseded General Decision No. TX980046 � State: TEXAS Construction Type: HEAVY � County ( ies ) : JOHNSON PARKER TARR.ANT � Heav Construction Pro�ects Includin Water and Sewer Lines Y J ( g ) � Modification Number Publication Date 0 03/12/1999 � C� � t � � � � � �' ��f��l�� G�D C d�l ��GG�� a �l':'�UUP ��o ----------------------------------------------------------------------- � TX990046 Page: 1 r..� � � COUNTY(ies): JOHNSON PARKER �' � �-. � fi"' � � �' � �� PLL7M0146B 05/Ol/1998 .••. Rates Fringes PLUMBERS/PIPEFITTERS 18.98 2.79 ---------------------------------------------------------------- SUTX2047A 06/Ol/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 l.) 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 � . ---------------------------------------------------- -k��l��'�� v'�----- � TX990046 Page : 2 �y py��; cr��vr��ti7 G � U 151tWU; tl I� Uo �� h,i�L Wtl ��G�1. � r� 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. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Canstruction Wage Determinations. Write to: Branch ot Construction Wage Determinations Wage and Hour Division U. S. Department of Labor 200 Constitution Avenue, N. W. Washington, D. C. 20210 � w 2.) If the answer to the question in 1.) is yes, then an intere�ted party (those affected by tYie 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 Administrator U.S. Department of Labor 200 Constitution Avenue, N. W. Washingtan, 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 � interested party may appeal directl�r to the Administrative Review � Board (formerly the Wage Appeals Board). Write to: 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 � � � � � ��D�BQ� G��c�c�Q �� : c��a�� io ��C��?��F ��s�o , ----------------------------------------------------------------------- TX990046 Page: 3 iru � �. r1 w� � e^` � r_ � �. �� , r� a.� � � � 1 WEATHER TABLE MONTH JANUARY FEBRUARY MARCH APRII, MAY JiJNE JULY AUGUST SEPTEMBER OCTOBER NO VEMBER DECEMBER ANNiJALLY AVERAGE DAYS RAINFALL (1) 7 7 7 9 8 6 5 5 7 6 6 7 :1 �rrc��7s7 i�'11LV1't��,L (2> 1.80 2.36 2.54 430 4.47 3.05 1.84 2.26 3.15 2.68 2.03 1.82 32.30 SNOW/ICE PELLETS (3) 1 * « 0 0 0 0 0 0 0 0 * 1 (1) Average normal number of days rainfall, 0.01 " or more. (2) Average nonnal precipitation. (3) One inch (1 ") or more. * Less than one-half inch ('/2"). Unseasonable weather is defined for contract pucposes as rain/snow days which exceed the a�erage number of days or inches of rainfall in any given month. This table is based on information recorded at the former Greater Southwest International Airport, Fort Worth, Texas, covering a period of 18 yeazs. Latitude 320 50' N, Longitude 970 03' W, elevation (ground) 537 ft. �;��D�G�I�� G'[��C��D �� '�� ` G3 � ° ��l �,, ��g ��o � � � VENDOR COMPLIANCE TO STATE 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 contract as low bidder, non- resident bidders (out-of-state contractors whose corporate offices or principal place of business are outside of the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a non-resident bidder in order to obtain a comparable contract in the State in which the non-resident's principal place of business is located. The appropriate blanks in Section A must be filled out by all out-of-state or non-resident bidders in order for your bid to meet specifications. The failure of out-of-state or non-resident contractors to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Non-resident vendors in (give state), our principal place of business, are required to be percent lower than resident bidders by state law. A copy of the statute is attached. Non-resident vendors in (�ive state), our principal place of business, are not required to underbid resident bidders. B. Our principal place of business or corporate offices are in the State of Texas. � Please Check or mark with an"X" � � � � � R BIDDER: (please print) (please print) v By:��y;%. _ � z.., �>��-:.�,1,--., -�� Company �-- � / /��- Signature: �..L ( �' � � ' .:_ �_ y _ � y, r.�f.- �:':. � t__ �� Title: ' «=- City State (please print) THIS FORM MUST BE RETURNED WITH YOUR OUOTATION VENDOR COMPLIANCE TO STATE LAW Zip ;� C��,GO�.� G,�� °,D . ��, i�ti `� �� G��1� �J'i�a V6''\' �:IIUUp Ul7Wo e � � �� .,, � � STATE OF TEXAS § .,. COUNTY OF TARRANT § CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Article 8308-3.23 of Vernon's Annotated Civil Statutes, Contractor certifies that it provides Workers' Compensation Insurance coverage for all of its employees employed on City of Fort Worth Project Number . �_ ___ �_� - - Title ��--y /Z. �, �-�-:_ `� ��r-� � . , �.s.� CONTRACTOR By: �Yie-----�''� �.,� � Cj--� _ � .-�/_ '- % r� r r Date BEFORE ME, the undersigned authority, on this day personally appeared , known to me to 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 tTNDER MY HAND AND SEAL OF OFFICE this day of , 19_ Notary Public in and for the State of Texas a� � !"- � � a. Contractor agrees to provide to the City a certificate 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 until 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 subcontractor to perform work on the project until such certificate has been acquired. Contractor shall provide a copy of all such certificate to the City. CONTRACTOR COMPLIANCE - WORKERS' COMPENSATION -1- '`'�!�� G�:�" G`_`��QD j .�, ,l �� i,��U/ CN��:; Ge�L51Cn1US U ... i;.�r^lf:i��9 UL74Vo 1�' II � � _ � TRA�T�UR: �--� � � TO THE EMPLOYERIC(�1�1 �;< _ .> <S��> �r�: � �� C �� S-?) � � � -v, vG� �� L� �� 0 Pursuant to Texas Worker's Compensation Commission Rule 110.110(d)(7), a contractor engaged in a building or construction project for a government entity is reguired to post a notice on each project site informing all persons providing services on the project that they are required to be covered by workers' compensation insurance. The notice required by this rule does not satisfy other posting requirements imposed by the Texas Workers' Compensation Act or other Commission rules. This notice must: (1) be posted in English, Spanish and any other language common to the employer's employee population; �2) (3) �� be displayed on each project site; state how a person may verify current coverage and report failure to provide coverage; be printed with a title in at least 30-point bold type and text in at least 19-point (5) normal type; and contain the exact words as prescribed in Rule 110.110(d)(7) without additional words or changes. The notice on the reverse side meets the above requirements. Failure to post the notice as required by this rule is a violation of the Act and commission rules. The violator may be subject to administrative penalties. � w� r r� � a� � rr �� as +� as r� rr � REQUIRED WURKERS' COMPENSATION CovE�GE The law requires that each person working on this site or providing services related to this construction proj ect must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the proj ect, regardless of the identity of their employer or status as an employee. Call the Texas Workers' Compensation Commission at 512-440-3789 to receive information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report ��-�_�� employer's failure to provide coverage. i � `s^,'' ti :, .,., ��;,_.. � � �- , �� :, � z,-, �_— t C_>) � ; �;_ �`s"'�-- COBERTURA REQUERIDA DE e�� 5>> � � � �>> o � «� 0 � � � � � � � � � � � � � � � � � � � COMPENSACION PARA TRABAJADORES La ley requiere que cada persona trabaj ando en este sitio o proporciona servicios relacionados con este proyecto de construccion tiene que estar cubierto por aseguranza de compensacion para trabaj adores. Esto incluye personas que pro9porcionan, cargan, entregan equipo 0 materiales o proporcionan mano de obrra, transportan, o cualquier servicio relacionado con este proyecto, sin considerar la identidad del patron o estado del empleado. Llame a la Comision Tej ana de Compensacion para Trabaj adores al 512- 440-3789 para recibir informacion de los requerimientos legales de �;�� :�bertura, para verificar si su patron le ha proporcionado la cobertura �, ��ueri da o para repo r tar fa l ta de l pa tron en proporclonar le co be r t u ��S 1)� � � � m � � � � c=v ��L`—'' e �� i� � TECHNICAL SPECIFICATIONS DIVISION 1- GENERAL REQUIREMENTS � � � � � SECTION 01010 - SUMMARY OF WORK The contractor shall supply all superintendence and shall perform all work and furnish all labor, equipment, materials and incidentals necessary and complete all work as described in the plans and specifications. The Contractor shall be responsible for the construction layout and stake lines and grades for this project. 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 CIP PROJECT NO. 2— PLAYGROUND RENOVATION IN TEN PARKS (NORTHEAST REGION) includes: Earthwork, Removal of Existing Wood Walls, Relocation of Existing Play Equipment, Removal of Existing Play Structures, Provide & Install New Pla_y Equipment, Removal of Concrete Curbs and Walks, Installation of Concrete Curbs and Walks, Removal of Sand Safety Surface and Replacement with Wood Fiber Safety Surface System including Manufacturer's Drain Matrix and Mats, Accessible Parking, Concrete Curb & Gutter, Accessible Concrete Ramps, Concrete Steps with Metal Handrails, Sandblasting and Painting, Revegetation, PVC Drain Line and Concrete Headwall, Picnic Tables, Benches, Trash Receptacles, and Signs These plans and specifications were prepared by the Parks and Community Services Department. The Department of Engineering will administer the contract and furnish inspection. The applicable items contained in the Standard Snecifications for Street and Storm Drain Construction for the City of Fort Worth, Texas, shall apply to this contract just as though each were incorporated in these documents. Where the provisions or specifications contained in those documents are contrary to this publication, this publication shall govern. In case of conflict between plans and specifications, the plans shall govern. A copy of the Standard 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 provide all permits and licenses and pay all charges and fees, and give all 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. � � GENERAL REQUIREMENTS -1- � � �� `��'JG�1@ � ��U ��G1� ' �� '; �i �Y:��j Il��. ' L � SECTION 01035 - CONTRACT TIME 1.01 PROGRESS AND COMPLETION Upon receipt of a notification letter and the executed construction contract, the Contractor shall be responsible for scheduling a preconstruction conference, which shall `"" be held no later than ten working days from the date of the notification letter. LAt the time of the preconstruction conference , a construction start date shall be established and indicated in the Notice to Proceed (Work Order) issued by the �,,. Engineering Department. The Contractor shall begin the work to be performed under the contract on or before ten working days from the date the Work Order is issued. The ' Contractor shall cany 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 within the specified days allowed. Liquidated damages will be assessed if the project runs over the allotted time. SECTION 01100 - ALTERNATIVES The City reserves the right to abandon, without obligation to the contractor, any part of the �; project (subject to conditions set forth in Section Ol 150 - Payment to Contractor) or the entire project at any time before the Contractor begins any construction work authorized by the City. SECTION 01150 - PAYMENT TO CONTRACTOR 1.01 SCOPE OF PAYMENT: The Contractor shall accept the compensation as provided in � the contract in full payment for furnishing and paying for all materials, supplies, subcontracts, labor, tools and equipment necessary to complete the work of the � contract; for any loss or damage which may arise from the nature of the work from the action of the elements, or from any unforeseen difficulty which may be encountered in the prosecution of the work, until the final acceptance of the work by the City; for all E'" risks of every description connected with the prosecution of the work; for all expenses , and damages which might accrue to the Contractor by reason of delay in the initiation and prosecution of the work from any cause whatsoever; for any infringement of patent, trademark or copyright, and for completing the work according to the plans and/or �• specifications. The payment of any current or partial estimate shall in no way affect the 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, estimateshal�� sj��G�s U�`'r;��,,eiL� L.., I'`iJ �. "'�i ,.�v�JUc�� /'� GENERAL REQUIREMENTS !� �� 'u��j�� - z - ��n ��u �a�"�� V i��t o �« — �� . � processed by the City on the l Oth 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 correction in the estimate rendered following the discovery of the mistake in any previous estimate. Payment of any partial pay estimates shall not be an admission on the part of the Owner of the ,r,; amount of work done or of its quality or sufficiency or as an acceptance of the work done; nor shall same release the Contractor of any of its responsibilities under the � Contract Documents. 1.04 The City reserves the right to withhold the payment of any partial estimate if the �° Contractor fails to perform the work in strict accordance with the specifications or other „ provisions of this Contract. "' 1.05 For contracts of less than $400,000 at the time of execution, retainage shall be 10 w„., percent. For contracts of $400,000 or more at the time of execution, retainage shall be 5 percent. 1.06 Contractor shall pay subcontractors in accord with the subcontract agreement within five business days after receipt by Contractor of the payment by City. Contractor's failure to make the required payment to subcontractors will authorize the City to withhold future payments from the Contractor until compliance with this paragraph is accomplished. 1.07 Contractor hereby assigns to City any and all claims for overcharges associated with this contract which arise under the antitrust laws of the United States, 15 U.S.C.A. Sec. 1 et se�c (1973). 1.08 INCREASED OR DECREASED QUANTITIES: The Owner reserves the right to alter the quantities of the work to be performed or to extend or shorten the improvements at any time when and as found to be necessary, and the Contractor shall perform the work � as altered, increased or decreased at the unit prices. Such increased or decreased quantity shall not be more than 25 percent of the contemplated quantity of such item or items. � When such changes increase or decrease the original quantity of any item or items of work to be done or materials to be furnished by the 25 percent or more, then either party �„ to the contract shall upon written request to the other party be entitled to a revised consideration upon that portion of the work above or below the 25 percent of the original quantity stated in the proposal; such revised consideration to be determined by special agreement or as hereinafter provided for "Extra Work." No a11ow �n��Ni1].�.ie ma�P fo� � r "�'��U'��:.�U�� 1�'�:'�u�� b ��G��°�u�v� GENERAL REQUIREMENTS �o �� r.�� np �� jo i � I�� '"' � � any changes in anticipated profits nor shall such changes be considered as waiving or invalidating any conditions or provisions of the Contract Documents. 1.09 PAYMENT FOR EXTRA WORK: Extra work performed by the Contractor, that is authorized and approved by the City Engineer, will be paid for under "Change orders" made in the manner hereinafter described, and the compensation thus provided shall be accepted by the Contractor as payment in full for all labor, subcontracts, materials, tools, equipment and incidentals, and for all supervision, insurance, bonds and all other expense of whatever nature incurred in the prosecution of the extra work. Payment for extra work will be made under one of the following types of "Change orders" to be selected by the City: A. Method "A". By unit prices agreed upon in the contract or in writing by the Contractor and City Engineer and approved by the City Council before said extra work is commenced subject to all other conditions of the contract. B. Method "B". By a lump sum price agreed upon in writing by the Contractor and City Engineer and approved by the City Council before said extra work is commenced, subject to all other conditions of the contract. C. Method "C". By actual field cost of the work, plus 15 percent as described herein below, agreed upon in writing by the Contractor and City Engineer and approved by the City Council after said extra work is completed, subject to all other conditions of the contract. � � In the event extra work is to be performed and paid for under Method "C", the actual field costs of the work will include the cost of all workmen, faremen, timekeepers, mechanics and laborers working on said project; all used on such extra work only, plus all power, fuel, lubricants, water and similar operating expenses; and a ratable proportion of premiums on performance and payment bonds, public liability, workmen's compensation and all other insurance required by law or ordinance. The City Engineer will direct the form in which the accounts of actual field cost will be kept and will recommend in writing the method of doing the work and the type and kind of equipment to be used, but such extra work will be performed by the Contractor as an independent contractor and not as an agent or employee of the City. The 15 percent of the actual field cost to be paid the Contractor shall cover and compensate him for profit, overhead, general supervision and field ofiice expense, and all other elements of cost and expense not embraced within the actual field cost as herein specified. The Contractor shall give the City Engineer access to all accounts, bills, invoices and vouchers relating thereto. !� 1.10 DELAYS: If delay is caused by specific orders given by the City to stop work, or by the performance of extra work, or by the failure of the City to provide material or necessary �' GENERAL REQUIREMENTS -4- a.. ��0�� G'��t��G-� ��:0�1 � �� G�[ �° G"� �o VC'�'� C:��Uilp �lyWo � � � � instructions for carrying on the work, then such delay will entitle the Contractor to an equivalent extension of time, his application for which shall, however, be subject to the approval of the City Council; no such extension of time shall release the Contractor or the surety on his performance bond from all his obligations hereunder which shall remain in full force until the discharge of the contract. 1.11 CLAIMS AND DAMAGES: Any claims for extra work or for any other related matter or cause must be made in writing to the City Engineer within seven calendar days from and after the cause or claim arises. Unless such claim is so presented, it shall be held that the Contractor has waived the claim, and he shall not be entitled to receive pay thereof. 1.12 TRANSPORTATION: No allowance or deduction will be made for any charge of freight rates. No allowance for transportation of inen, materials or equipment will be allowed. 1.13 ACCEPTANCE AND FINAL PAYMENT: The City, upon receipt of the Director's "Certificate of Completion" and "Final Estimate" and upon receipt of satisfactory evidence from the Contractor that all subcontractors and persons furnishing labor or materials have been paid in full and all claims of damages to property or persons because of the carrying on of this work have been resolved, or the claims dismissed or the issues joined, shall certify the estimate far 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. r'"� The final acceptance of the completed work will be by the Parks and Community L.� Services Department and all guaranties covering the completed work and all maintenance periods shall begin with the date of this acceptance. � r '; I � � On delivery of the final payment, the Contractor shall sign a written acceptance of the final estimate as payment in full for the work done. All prior partial estimates shall be subject to correction in the final estimate and payment. SECTION 01300 - SUBMITTALS Prior to construction, the contractor shall furnish the Parks and Community Services Depart�nent a schedule outlining the anticipated time each phase of construction 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 GENERAL REQUIREMENTS -5- �� ^. , �,.�, ��,;��,,�� G��;;��D ��=-�i� �% ��U� ` sl�� i� I; V�; J �,f�p � _ _ ... � ° �i u �' beginning work. Any work done at the direction of any other authorit will not be acce ted or Y P paid for. Final approval for the finished project shall be given by the Director of Engineering, � City of Fort Worth. The contractor or a competent and reliable superintendent shall oversee the work at all times. The superintendent shall represent the contractor in his absence and all directions given to him �"' shall be binding as if given to the contractor. SECTION 01410 - TESTING All tests made by the testing laboratory selected by the City will be paid for by the City. In the event manufacturing certificates are requested, they shall be paid for by the Contractor. SECTION 01500 - TEMPORARY FACILITIES AND CONTROLS `'" The contractor shall take all precautions necessary to protect all existing trees, shrubbery, � sidewalks, buildings, vehicles, utilities, etc., in the area where the work is being done. The contractor shall rebuild, restore, and make good at his own expense all injury and damage to ° same which may result from work being carried out under tlus contract. � � The utility lines and conduits shown on the plans are for information only and are not guaranteed by the Owner to be accurate as to location and depth; they are shown on the plans as the best information available from the owners of the utilities involved and from evidences found on the ground. The contractor shall determine the exact location of all existing utilities and conduct his work to prevent interruption of service or damages. SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES A warning sign not less than five inches by seven inches, painted yellow with black letters that are legible at twelve feet, shall be placed inside and outside vehicles such as cranes, derricks, power shovel, drilling rigs, pile drivers, hoisting equipment or similar machinery. The warning sign shall read as follows: "WARNING - UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES." Equipment that may be operated within six feet of high voltage lines shall have an insulating cage-type guard about the boom or arm, except backhoes or dippers, and insulator links on the �. lift hood connections. � When necessary to work within six feet of high voltage electric lines, the Contractor sha11 notify power company (TUElectric) to erect temporary mechanical barriers, de-energize the line, or raise or lower the line. The contractor shall maintain a log of all such correspondence. The 1" Contractor is responsible for all costs incurred. ---, � �- GENERAL REQUIREMENTS ' -6- +�. ��)f�(��C�/�� [�C��JG'@ � �� rc�� llo UUC! �.', ��1f �! G o � � F" SECTION 01640 - SUBSTITUTIONS AND PRODUCT OPTIONS 1.01 GENERAL Send submittals for substitutions to: Betty B. Presnall, Landscape Architect (817)871-5750 Parks and Community Services Department 4200 S. Freeway Suite 2200 Fort Worth, Texas 76115-1499 1.02 PRODUCTS LIST 11 : C. Within ten (10) days after date of Contract, submit to Landscape Architect two (2) copies of complete list of all products which are proposed for installation. Tabulate list by each specification section. For products specified under reference sta.ndards, include with listing of each product: 1. Name and address of manufacturer " ' 2. Trade name �,., 3. Model or catalog designation 4. Manufacturer's data � a. Performance and test data b. Reference standards 1.03 CONTRACTOR'S OPTIONS A. For products specified only by reference standards, select any product meeting standards, by any manufacturer. B. For products specified by naming several products or manufacturers, select any � product and manufacturer named. C. For products specified by naming one or more products, Contractor must submit request, as required for substitution, for any product not specifically named. � � �� 1.04 SUBSTITUTIONS A. During bidding, Landscape Architect will consider written requests from prime bidders for substitutions, received at least ten (10) days prior to bid date; requests received after that time will not be considered. GENERAL REQUIREMENTS _�_ u��0�0�� G'�:G��°�D ',;� U U c�1��rye� " R � ! �s i��°� . � l'� �- % � � B. Within thirty (30) days after date of Contract, Landscape Architect will consider � formal requests from Contractor for substitution of products in place of those ,, specified. � i� C. Submit two (2) copies of request for substitution. Include in request: 1. Complete data substantiating compliance of proposed substitution with Contract Documents. (� 2. For products: L 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. 0 In making request for substitution, Bidder/Contractor represents: 1. He has personally investigated proposed product or method, and determined that it is equal or superior in all respects to that specified. 2. He will provide the same guarantee (or better) for substituted product or method specified. 3. He will coordinate installation of accepted substitution into work, making such changes as may be required for work to be complete in all respects. 4. He waives all claims for additional costs related to substitution which consequently 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 substantial revision of Contract Documents. r SECTION 01700 - PROJECT CLOSEOUT 1.01 CLEANING , The Contractor shall make final clean-up of the construction area, to the satisfaction of `" the Parks and Community Services Department, as soon as construction in that area is � completed. Clean-up shall include removal of all construction materials, pieces of concrete, equipment and/or other rubbish. No more than five (5) days shall elapse after the completion of construction before the area is cleaned. Surplus matenals shall be �- disposed of by the Contractor, at this own expense, and as directed by the Parks and Community Services Department. Cleaning of equipment by Contractor or Subcontractor, such equipment as cement mixers, ready-mix trucks, tools, etc., shall take place in an area designated by the Parks and Community Services Department. �... � GENERAL REQUIREMENTS -g- �� I��O�� '�'�`�''�`� G� , �o� ��aG�� G�a �JG'��p ��itio LJ , 1.02 GUARANTEE The Contractor shall be responsible for defects in this project due to faulty workmanship or materials, or both, for a period of one (1) year from the date of final acceptance of this project by the 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. SECTION 01800 - CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIM Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, ihe work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not anv such iniurv, damaQe or death is caused, in whole or in part, bv the negli�ence or alleQed neslisence of Owner, its of�cers, servants, or emplovees. Contractor likewise covenants and agrees to indemnify and hold hannless 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 damaQe is caused in who% or in part bv the neQli�ence or al/e�ed neQli�ence o�'Owner, its ofrcers, servants or emplovees.. In the event Owner receives a written claim for damages against the Contractor or its � subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance ' carrier that the claim has been referred to the insurance carrier. The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. L � � l� END OF DIVISION � GENERAL REQUIREMENTS -9- u(��0�9f�� '�C�GG�D `. �.��1 ��G?[�G�b �� t�'�r o ��_ _.,...+... �� l� SECTION 02100 - SITE PREPARATION PART 1 - GENERAL � 1.01 SCOPE: Work in this section includes furnishing all labor, materials, equipment and services required for clearing and grubbing, demolition, and rernoval and disposal of items as specified herein and on the plans. � 1.02 RELATED WORK SPECIFIED ELSEWHERE: A. Section 02200 - Earthwork � B. Existing Conditions, Removal and Demolition Items. PART 2 — PRODUCTS '� 2.01 No products are required to execute this work, except as the Contractor may deem necessary. PART 3 — EXECUTION 3.01 CLEARING AND GRUBBING: A. Clearing and grubbing shall consist of removing all natural and artificial objectionable materials from the project site or from limited areas of construction specified within the site. �� B. In general, clearing and grubbing shall be performed in advance of grading and earthwork operations and shall be perforrned 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 a11 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 weeds, grass, and other herbaceous vegetation shall be removed prior to stripping and stockpiling topsoil from areas of earthwork operations. Such removal shall be accomplished by "blading" off the uppermost layers of sod or root-matted soil � for removal. f""' 3.02 PAVEMENT REMOVAL: � � � A. Bituminous and concrete pavements shall be removed to neatly sawed edges. Saw cuts shall be full depth. If a saw cut in concrete pavement falls within 3 feet of an existine SITE PREPAR.ATION �'�1'��G�',i� ��i'�� J'��LI ' oz�oo `,� ��G?[�� ,.�� _ �, ��G:��,� l'_'" score joint, construction joint, saw joint, cold joint, expansion joint, or edge, the concrete sha11 be removed to that joint or edge. All saw cuts shall be pazallel and/or perpendicular to the line of existing pavement. If an edge of a cut is damaged R"" subsequent to saw cutting, the concrete shall again be sawed to a neat, straight line for the purpose of removing the damaged area. B. Concrete curb and gutter shall be removed as specified above. No section to be replaced shall be smaller than 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 arranging the relocation or removal of other utilities owned by utility companies or other !�" parties. � � � 3.04 MINOR DEMOLITION: There may be certain items on the site such as old building foundations, fences, and other undetermined structures and improvements that must be removed before construction can commence. Unless otherwise specified, such items become the property of the Contractor for subsequent disposal. 3.05 USE OF EXPLOSIVES: The use of explosives will not be permitted in site preparation operations. 3.06 BACKFILLING: All holes, cavities, and depressions in the ground caused by site preparation operations will be backfilled and tamped to normal compaction and will be graded to prevent ponding of water and to promote drainage. In areas that are to be immediately excavated, the ArchitectlEngineer 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 � , � � SITE PREPARATION 02100 -2- , u��OC�OI�� G��C�°'D '. r;�� G�� ° �� . [�?� �� c��9 4G�� r" PART I - GENERAL SECTION 02140 - SITE UNDERDRAINS 1.01 SCOPE: Work in this section includes furnishing all labor, materials, equipment, and services required to construct underdrains to the required lines, grades, and cross sections as specified � herein and on the plans. 1.02 RELATED WORK SPECIFIED ELSEWHERE: � C Section 02200 - 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 wall between corrugations. Perforated pipe will be furnished complete with the Cerex nylon "Drain Guard" screen. The screen will completely surround the pipe and will have a lapped, welded longitudinal joint. B. Non-Perforated Pipe: Non-perforated pipe shall be used for collector lines which convey the water from perforated pipe to the concrete inlet or outfall. C. Fittings: All couplings, reducers, tees, ells, plugs, caps, and other fittings shall be non- perforated and shall be of the same manufacturer as the drainage tubing. A fitting shall be used at each pipe junction/termination, as appropriate. 2.02 FILTER MATERIAL: Filter material for use in backfilling trenches over and around underdrains shall consist of 1 1/2" to 2" gravel washed free of organic or other deleterious matter. 2.03 FILTER FABRIC: Filter fabric to line and lap over gravel filled subdrain trench shall be �``" Mirafi 140N drainage fabric as manufactured by Celanese Corporation, (800) 223-9811, or � approved equal. PART 3 - EXECUTION 3.01 VERTICAL AND HORIZONTAL CONTROLS: A. �.. � The Contractor shall establish or shall employ a licensed surveyor to establish all lines and grades necessary for each stage of the work described herein. SITE UNDERDRAINS 02140 -1- �� a�91�� [�CG�D ' '; �� 'C�� ' �� 0 1nlVV3��W� OL�W� � � � L � � r., �' � � � � ' � � � ' e � B. Provide blue tops for reference in dressing trench bottoms at intervals not to exceed 30 feet along the centerline of each trench. 3.02 UNDERDRAINS: Trenches for underdrains shall be dug after the subgrade is prepared. The excavation of each trench shall begin at its outlet and proceed toward its upper end. The trench must not be excavated below the proposed grade line. Trenches will be cleaned of all loose material and their bottoms will be dressed and fine graded to blue tops set as previously described. Trenches shall be lined with filter fabric and underdrain pipe shall be set on the trench bottom. All fittings shall be securely coupled and all open ends will be capped. The pipe shall be carefully covered with the gravel filter material and the filter fabric sha11 be lapped over the trench. Care shall be taken not to damage the pipe or its fabric filter screen. Underdrain pipe shall be connected to solid pipe joints and to outfall at the concrete structure/collar as indicated in the plans. Care shall be taken not to loosen or cave-in the trench walls. Any such damage will be excavated and will be backfilled in mechanically tamped lifts not to exceed eight inches and will be re-constructed. 3.03 SETTLEMENT: After the trench has been backfilled it shall be thoroughly soaked. This process shall be repeated two times allowing the backfill material to dry twenty-four hours before wetting again. END OF SECTION SITE tJNDERDRAINS 02140 -2- -- ��OC�UI�� G��GQ� �-.��v��Q� �r� + ��7V C1�UJp �� " � � � � SECTION 02200 - EARTHWORK PART 1 -GENERAL 1.01 SCOPE: Work in this section includes furnishing all labor, materials, equipment, and services required to construct, shape, and finish earthwork to the required lines, grades, and cross sections as specified herein and on the plans. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. I� 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 will be included in the Bid Proposal. Payment will not be made on a unit price basis. PART2-PRODUCTS 2.01 LTNCLASSIFIED EXCAVATION: Unclassified excavation shall consist of all excavation, unless separately designated, within the limits of the work. Unclassified excavation includes all material encountered regardless of its nature or the manner in which it is to be excavated. 2.02 UNCLASSIFIED FILL � A. Unclassified fill shall consist of all fill within the limits of the work. All suitable native �^ materials removed in unclassified excavation, or similar imported materials, shall be L used insofar as practicable as unclassified fill. Properly deposited, conditioned, and compacted fill is hereinafter referred to as "earth embankment." � � � B. Rock: Minor quantities of rock not greater than four inches in greatest dimension are permissible in fill materials used to construct earth embankment. Minor quantities of rock of greater dimensions may be placed in the deeper fills in accordance with the State Department of Highways and Public Transportation requirements for construction of rock embankments, provided such placement of rock is not immediately adjacent to structures or piers. Also, rock may be placed in the portions of embankments outside the limits of the completed graded width where the size of the rock prohibits their incorporation in the normal embankment layers. 2.03 TOPSOIL On-Site Topsoil: Topsoil shall consist of an average depth of six inches of native surface soil left in place after the ground cover of herbaceous vegetation and other objectionable matter has been cleared by "blading," as specified in Section 02100, "Site Preparation." Topsoil may be greater or less, than the upper six inches in depth. EARTH W ORK � 02200 _1_ l'��'C�� "��Q� i�v �� c��r c a e U �L��o �'r'��p ��. 1r � 2.04 IMPORTED FILL A. Imported fill materials shall be used for the construction of earth embankment in the � event that (1) the volume of unclassified excavation is less than the volume of fill required for earth embankment andlor (2) the condition of materials removed in unclassified excavation makes them unsuitable for use in the construction of earth embankment. i.r B. The Contractor shall haul and place imported fill obtained frorn off-site sources as necessary to construct the embanlcment 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 �" � � � r- � 2.06 � � Select materials shall be imported from offsite sources, unless they are available from specifically designated areas on the site as marked on the plans. A Cushion Sand: Clean fine sand, free from clay clumps, rocks, or other deleterious material. : Playground Gravel: Gravel backfill for playground areas shall be washed "pea gravel", clean and free of all foreign materials. Particle size of the gravel shall be 1/8" — 5/8". C Playground Sand: Sand backfill for sand dig areas shall be fine white sand graded with the following sieve analysis limits: C Size Percent No. 16 No. 30 No. 50 No. 100 No. 200 UNSUITABLE MATERIALS Percent Passing 100 98 62 17 0 -1 A. Topsoil, select material, imported fill, or unclassified fill will be declared as "'unsuitable" by the Owner if, in his opinion, any of the following conditions or matter and particles are present to a degree that is judged detrimental to the proposed use of the material. 1. Moisture 2. Decayed or undecayed vegetation 3. Hardpan clay, heavy clay, or clay balls � EARTHWORK ; �f��U�0/�� C��G�D : oz2oo ��G� ��rG��1 ' - 2 - ' ��o �Gs�b, �o � !i� � 5. 6. 7. Rubbish Construction rubble �� [� Sand or gravel Rocks, cobbles, or boulders Cementious matter Foreign matter of any kind B. Unsuitable materials will be disposed of as"waste" as specified in Section 02100. C. Wet Material: If fill material is unsatisfactory for use as embankment solely because of high moisture content, the Architect/Engineer may grant the Contractor permission to process the material to reduce the moisture content to a usable optimum condition. � �' ^� � � 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 embankinent 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. C. Storage: Topsoil shall be stored in stockpiles conveniently located to areas that will later receive the topsoil. Stockpiles shall be out of the way of earthwork operations in locations approved by the Owner or Architect/Engineer. Stored topsoil shall be kept separate from other excavated materials and shall be protected from contamination by objectionable materials that would render it unsuitable. � D. Timing: Topsoil will not be replaced (deposited) until construction activities are complete that would create undesirable conditions in the topsoil, such as overcompaction or contamination. Trenching for items such as electrical conduit and irrigation pressure lines must be complete before topsoil replacement may begin. 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 �" ear[hwork (including slopes), except where pavement is planned. 1 L.� � EARTHWORK �`��I(U"��U'�6 D1l5�CrC�°�� ' 02300 �� 11 ��'G4��' ° °?U �. ��6c;�i�p �I�"�a _� .�� F. Grading: Topsoil will be final graded to the elevations shown on the plans. Fine grading will be accomplished with a weighted spike harrow, weighted drag, tractor box ',,, blade, light maintainer, or other acceptable machinery. All particles of the finish grade shall be reduced to less than one inch in diameter or they shall be removed. All rocks of one inch or greater shall also be removed. Grading operations and equipment will be such that topsoil does not become overcompacted. Bulldozer blades and front-end loader buckets are not acceptable devices for topsoil grading operations. Final grading '"'' within five feet of constructed or installed elements shall be hand raked. � G. Acceptability: Finished areas of topsoil aze satisfactory if they are true to grade, true in plane, even in gradient (slope), uniform in surface texture, and of normal compaction. �,,, Areas of loose granular pockets or of overcompacted soils are not acceptable and will be reworked. Finished areas will promote surface drainage and will be ready for " turfgrass planting. 3.03 UNCLASSIFIED EXCAVATION A. All excavated areas shall be maintained in a condition to assure proper drainage at all times, and ditches and sumps shall be constructed and maintained to avoid damage to the areas under construction. � B. Surplus Material: 1. Surplus excavation is that quantity of material that may be left over after the � grading plan is executed, and all earthwork operations, including excavation, ernbankment construction, topsoil replacement, and final grading, are � completed. Any other surplus material shall be disposed of as "waste" as � specified in Section 02100. 2. At this Park, the Architect/Engineer shall permit the Contractor to "waste" the surplus by constructing additional embankment in an approved location. No �r� additional payment for such work would be due that Contractor. C. Excavation in Rock: The use of explosives will not be permitted. Unless otherwise � indicated on the plans, excavation in solid rock shall extend six inches below required subgrade elevation for the entire width of the area under construction and shall be backfilled with suitable materials as indicated on the plans. � 3.04 EARTH EMBANKMENT �', � �.. A. Earth embankment is defined as embankment composed of suitable materials removed in unclassified excavation and/or imported fill. The construction of embankment includes preparing the area on which fill is to be placed and the depositing, conditioning, and compaction of fill material. B. General: Except as otherwise required by the plans, all embankment shall be constructed in layers approximately parallel to the finished grade of the graded area, and each layer shall be so constructed as to provide a uniform slope as shown on the grading plan. Embankments shall be constructed to conespond to the general shape of the typical sections shown on the plans, and each section of the embankment shall EARTH WORK az2oo �::!��OG�I� ��CuG�D �� - 4- �O D Ur �'L��U� � c Y : f�, �uG��N�a ��{o � !'' correspond to the detailed section or slopes established by the drawings. After completion of the graded area, embankment shall be continuously maintained to its �,,, finished section and grade until the project is accepted. C. Preparation: Prior to placing any embankment, all preparatory operations will have been completed on the excavation sources and areas over which the embankment is to be placed. The subgrade shall be proof rolled to detect soft spots, which if exist, should �"' be reworked. Proof rolling shall be performed using a heavy pneumatc tired roller, loaded dump truck, or similar piece of equipment weighing approximately 25 tons �' except as otherwise specified for tree protection and areas inaccessible to vehicular compactors. Sturnp holes or other small excavations in the limits of the embankinents �,,, shall be backfilled with suitable material and thoroughly tamped by approved methods before commencing embankment construction. The surface of the ground, including ' plowed, loosened ground, or surfaces roughened by small washes or otherwise, shall be restored to approximately its original slope by blading or other methods, and, where indicated on the plans or required by the Owner, the ground surface, thus prepared, shall �"� be compacted by sprinkling and rolling. � 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 cases where fill is to be placed against hillsides or existing embankment with slopes � greater than 4: l, 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 sha11 be conditioned and compacted before the next higher layer of . fill is placed. Adequate drainage shall be maintained at all times. G. Watering: At the time of compaction, the moisture content of fill material shall be such � that the specified compaction will be obtained, and the fill will be firm, hard, and unyielding. Fill material which contains excessive moisture shall not be compacted �' until it is dry enough to obtain the specified compaction. H. Compacting: Each layer of earth fill shall be compacted by approved tamping or �' sheepsfoot rollers, pneumatic tire rollers, or other mechanical means acceptable to the A Owner. Hand-directed compaction equipment shall be used in areas inaccessible to vehicular compactors. , � 4� , J, , .I`'� ��d G�C��G�D EARTH W ORK `. I� U U v oz2oo �� o�� ,��Gc��ab - 5 - �o UUtJI�I�`'�Iltly ��o ..�...,,....� . . u � � Grading: Embankments shall be constructed in proper sequence and at proper densities for their respective functions. All embankment serves in one capacity or another as subgrade (e.g., under topsoil, under concrete and asphalt pavement, under structures, etc.). Accordingly, the upper layer of embankment shall be graded to within plus or minus 0.10 foot of proper subgrade elevation prior to depositing topsoil, and prior to the construction of pavements, slabs, etc. 3.05 DENSITY CONTROL � A. � Earth Embankment in General: Earth embankinent 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. 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. � � r L�"' 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 below 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. END OF SECTION , ' �I � EARTH W ORK �-^ 02200 f -6- e... ��8�0�� G�(�C��G�D � �:, C u � �� USl51B'iJUS U �Uo U`JIJV��-'�0u8 Ul5(No ' r � � � �'� � a� � � � � � � � � � � � C SECTION 02537 -WOOD FIBER PLAYGROUND SURFACING PART I — GENERAL 1.01 SCOPE Surfacing tasks for shredded wood fiber surfacing with drainage matrix system 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 � : � Shredded Wood Fiber Surfacing System with Drainage Matrix (Base Bid): Shall be Fibar System 300 as patented and licensed for production by Robert Godfrey, Ltd., Woodcarpet with Duraliner fabric as manufactured and warranted by Zeager Bros., Inc. with TerraFlow 100 Drainage System by Contech, or approved equals. Shredded Wood Fiber Surfacing System with Gravel and Subdrain (Alternate Bid, per Plan Detail No. 6): Sha11 be Fibar System 200, Woodcarpet system with Duraliner and gravel layer, or approved equal. Fibar Systems, FibarMat, and FibarGard are available from Modlin Recreation Equipment, Inc., P. 0. Box 50048, Denton, Texas 76026-0048, 1-800-433-5347 (local Exclusive Representative) or Robert Godfrey, Ltd., 141 Halstead Avenue, Mamaroneck, NY 10543-2650. Ca11800-Fibar-21 or 914-835-151. Fax 914-835- 6975. D. 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, Franklin, Kentucky, 42134, 1-502-586-4491. PART 2 — PRODUCTS 2.01 MATERIALS A. WOOD FIBRE SURFACING B. 1. Surfacing shall be a mix of random-sized hardwood fibres. Standard wood chips or bazk mulch will not be acceptable. 2. To allow for compaction, the following formulas must be used to determine the correct number of cubic yards: 8" deep: Sq. ft. of playground x 0.0375. Twelve inches deep: Sq. ft. of playground x 0.05. 3. Bidder will guarantee sieve analysis of wood fibre as follows: Greater than 85 percent passing 3/8" sieve. Less than 50 percent passing #60 sieve. 4. Wood fibre shall have no recycled wood from pallets or waste wood and no twigs, bark, leaf debris or other organic material incorporated within. WOOD FIBER PLAYGROUND SURFACING 02537 _,. � �IfU'OL�Ir�I� G�:�LS'�^Vu1� �i �: �� G��a� � I� �o �JGI�b, ��{, � 1� � F'" L B. DRAINAGE FABRIC I. Product used shall be FibarFelt, DuraLiner, or aproved equal polyester nonwoven engineering geotextile fabric. 2. Bidder will provide enough material to allow for 12" overlap on all seams. C. DRAINAGE MATRIX I. Product used shall be FibarDrain, TerraFlow 100, or aproved equal geotextile encapsulated drainage core. D. WEAR MATS l�1° �� I. Product used shall be FibarMat, WoodCarpet Mat, or approved equal rubber matting, meeting ASTM F 1292-91 playground surfacing standard for a drop height not to exceed 3.5 feet. Must be installed under all swings and slides to preserve warranty. Method of anchorage must be approved by Owner. PART 3 - SPECIAL REQUIREMENTS 3.01 QUALITY CONTROL A. �� The Bidder will provide the engineered wood fiber system to be constructed exactly according to manufacturer's installation instructions. The Bidder will provide the owner or its designated contractor with all necessary licenses prior to start of construction in accordance with U. S. Patents. 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. n � D. Testing must show "g" ratings of not more than 155g for the 8" thick system, or 120g for the 12" system at 12' fall heights, and HIC values of less than 1,000 for both new and 8-year-old material. E. Product must be wheelchair accessible and meet the requirements of the 1990 Americans with Disabilities Act (ADA) in accordance with ASTM PS83-97. F. The Bidder will provide copies of flammability testing procedures and results using (i) Section 1500.44 of the Federal Hazardous Substance Act, Title 16, Chapter II, Subchapter C, for rigid and pliable solids, and (ii) 16 CFR Part 1630 Standard for the Surface Flammability of Carpets and Rugs (FF 1-70), Modified Procedure. Testing should be performed by an independent testing laboratory. � � � WOOD FIBER PLAYGROUND SURFACING 02537 -z- r= � ci ��,'��u'��G�� u'�'�CJG�� `/��:.��`V ��G?�pG�� ' __ _`' G;��u��-�- '� � � � � G. The Bidder will provide copies of testing procedures and results of (i) new shredded wood fibre, and (ii) shredded wood fibre not less than five years old taken from an existing site, performed by an independent testing source using the ASTM 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 warranted for labor and materials for a period � of no less than two years. Written warranty must be submitted by the manufacturer and the authorized installer. PART 4 — EXECUTION A. PREPARATION Installer shall thoroughly examine the site and specifications, carefully checking the dimensions before starting work. � � � � � � : C. SUBGR.ADE 1. 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 removed. 2. The drainage matrix must be connected to the drainage system. 3. The first 6" of subgrade shall be compacted to at least 95 percent of the dry density, as determined by the provisions of AASHTO or T 205, as modified in 203.24. APPLICATION: 1. SHREDDED WOOD FIBER SURFACING SYSTEM WITH DRAINAGE MATRIX: Install per plans and specifications and in accordance with cross-sectional drawings and detailed installation instructions available from approved manufacturers. a. Drainage Fabric 1. Subgrade shall be covered with drainage fabric as specified, overlapping 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. WOOD FIBER PLAYGROUND SURFACING �"" 0253 7 L "3' � ��I��cOl�� G�I�GuG�u ': ;;�=^',�� '�� ° �� [��'o � �'�1�-'��4 ��o .,_._..__._._. - . � � �' � � � � � r � � � � �: c Drainage Matrix 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. Wear Mat 1. A wear mat must be installed under every swing and slide, to preserve warranty. 2. Install the wear mat over surfacing and anchored to the subsoil in an approved method. d. Shredded wood fiber 1 2. 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 disturb or travel on the drainage fabic. 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. WOOD FIBER PLAYGROUND SURFACMG 02537 -4- ��I��C�O�� C�C��G'D �: �D�f ��G��Q� : �a l.)J.`�IIU9 U�o � � SECTION 02860 - PLAYGROUND EQUIPMENT PART1-GENERAL 1.01 DESCRIPTION A. This section shall include all materials, labor, tools, equipment, transportation and supervision required for the installation of new playground equipment. 1.02 RELATED WORK A. Section 02870 - Site Furnishings B. 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 Safety and of ASTM Designation F1487: Standard Consumer Safety Performance Specification for Playground Equipment for Public Use. B. Submittals: .�- 1. Submittals Prior to Construction - Submit manufacturers' documentation of product compliance with CPSC and ASTM F 1487 Standards including: a. All paints and other similar finishes must meet the current CPSC regulation for lead in paint (0.06 percent maximum lead by dry weight). b. Regardless of the material or the treatment process, the manufacturer shall ensure that the users of the playground equipment cannot ingest, inhale, or absorb any potentially hazardous amounts of substances through body surfaces as a result of contact with the equipment. c. Submittals must be received and approved by the Landscape Architect prior to ordering equipment. � � PLAYGROUND EQUIPMENT 02860 1 _ _i �; ,�c�o�Go r�� r�� ., �� u<�.;�; �: ��b' ��GG?�G��l �a �VU�:��Ullg �� ' � � 2. Submittals Prior to Project Acceptance — Contractor shall submit all manufacturer's literature to the Landscape Architect prior to acceptance of the `, proj ect. PART 2 — PRODUCTS �'" 2.01 MULTI - PURPOSE METAL PLAY STRUCTURE:. Play structure units shall be constructed of aluminum or galvanized posts and beams and vinyl clad steel decks ' connected to the posts and beams by a system of stamped steel or cast aluminum collar devices. 1. Material ReQuirements: L'7 �'" r �-, � � .�. a. All aluminum or galvanized posts and beams shall be 3.5" and 5" O. D. round tubing with a minimum wall thickness of .125". Tensile strength shall be 39,900 P.S.I. Yield point shall be 32,000- 39,000 P.S.I. b. Exposed ends of all posts and beams shall be fitted with domed end caps, permanently affixed. These end caps will be stamped or cast from aluminum or galvanized steel only. c. Static posts shall be fabricated to allow embedding 3'-0" below finished grade in a concrete footing (or larger as required by prevailing site conditions). Dynamic posts shall be embedded 5'-9" below finished grade in a concrete footing (or larger as required by prevailing site conditions). Post bottoms shall include two (2) holes for acceptance of horizontal #4 reinforcing bars supplied by installing Contractor. d. Pipe used for safety rails, ladder rungs, turning bars, etc. shall be 1- 5/16 " O.D. with a minimum wall thickness of .120". f. g• All metal parts, other than those galvanized or of stainless or nonferrous composition, shall be free of excess welds, carefully cleaned, and finished with a lead- free electrostatically applied powder coating; which has been oven cured to render the coated metal resistant to abrasion, impact, chipping, weathering, and rusting. Cast aluminum collars or stamped steel shall be smoothly finished and coated as per speciiication C.S. (this section) Connecting hardware shall be tamper-proof. Collars shall be fabricated with minimum protrusions. All collars shall be permanently affixed after final assembly to preclude displacement. Steel decks shall be expanded metal or vinyl-clad perforated steel plate (minimum 3/16" thickness), or approved equal. PLAYGROUND EQUIPMENT 02860 2 � � '� ��L 0�� U�:��U 4 L�' �U�`1� ��'rG�� ° �� e ��j��l� ��"�a f� � �' � � � �� r � � r � � �" �.. � h. i. J• k. 1. m. n. All structural plastic parts sha11 be fabricated of polyethylene with ultra-violet light stabilizers and color molded in. Polyethylene shall comply with ASTM D1693-66, environmental stress cracking resistance test. Clear bubbles shall be 1/4" thick Lexan. Additional hardware necessary for complete field assembly shall be provided in sufficient quantity, sizes, and quality to assure safety and suitability for intended use. Hardware shall be color coated per specification or otherwise finished to provide corrosion resistance. Materials of play accessories shall be compatible with and designed as an integral part of the basic play structure. Detailed erection drawings and a bill of materials shall be furnished with each model. Drawings shall include all data necessary for assembly, including the recommended erection sequence. To facilitate assembly, each manufactured member shall be easily identifiable by its shape or dimensions or by a piece marked or number keyed to the erection drawing. All decks installed higher than 42 inches above the finished ground level shall have enclosing panels or guard railings at least 38 inches high completely surrounding the deck surface, except for necessary entrance and exit openings. To prevent climbing over the guard rails, open rails mu�t be vertical with no openings greater than 4 inches. No horizorn;al intermediate rails shall be acceptable. No horizontal surface inte �ded for play shall be higher than 84 inches above finished ground level. Slides: 1.) All sliding surfaces of equipment shall have sides or other protective devices on both sides to guide descent and prevent lateral discharge of the user during normal use. 2.) The exit region should be essentially horizontal and parallel to the ground and have a minimum length of 11 inches. 3.) For slides that are no more than 4 feet in height, the height of the exit region should be no more than 11 inches from the protective surface. 4.) For slides that are over 4 feet in height the exit region should be at least 7 inches but not more than 15 inches above the protective surface. 5.) Slide exit edges should be rounded or curved, to prevent lacerations or other injuries which could result frorn impact with sharp or straight edges. o. Handrails shall be used at all openings where access ladders are located. PLAYGROUND EQUIPMENT 02860 3 ��O��l�� u�D �� V �'��17 �o VU\''�IillUy ��4'�0 � � p. Approved Products: UNIT THREE — FAR NORTHSIDE PARK &UNIT ✓' �„ NINE - SANDY LANE PARK : GameTime — Drason Slide, Model # 10850, or approved equal. � � � � C � •-. � � � UNIT FOUR — GID HOOPER PARK: GameTime — Navi ator 1. Model # 11605, or approved equal. � GameTime — Round Robin. Model # 11613„ or approved ` equal. UNIT FIVE — GLENWOOD PARK: Little Tikes Plav � Builders. Model # PB 5. Modified, or approved equal. UNIT SIX — LINCOLN PARK: GameTime — Slide & �► Glide Slide, Model #7557, or approved equal. � P �� UNIT SEVEN — MARINE PARK: -7g;;, � GameTime — Hill & Dale Slide, Model �, or approved equal. GameTime — Steering Wheel, Model # 3358, or approved � equal. GameTime — Animal Panel, Model # 4824, or approved �� equal. � GameTime — Tic-Tac-Toe Panel, Model # 4800, or approved equal. � GameTime — End Panel Unri�ht, Model # 4811. or approved equal. GameTime — Unri�ht 180 Degrees, Model # 4813. or , approved equal. UNIT EIGHT — RIVERSIDE PARK: � GameTime — Hill & Dale Slide. Model # 11514, or approved equal. GameTime — Steerin� Wheel, Model # 3358, or approved � equal. GameTime — Animal Panel. Model # 4824, or approved � equal. GameTime — End Panel Unri�ht, Model # 4811� or � approved equal. UNIT TEN — TERRY PARK: Little Tikes Kid Builders, Model # KB102, or approved, equal. PLAYGROUND EQUIPMENT 02860 4 ''�U'U'''1'�•�� '��J°�� . tu ��i C��'u Itu6 Wl'�1Q tl �7 YVV��'114Y� tll7L�l� .�. .�� . :� � �" ✓ GameTime — Hill & Dale Slide. Model # 11514� or approved equal. ALL UNITS : Plavworld Youth Sign, Model #0170, or approved equal. -� Plavworld Tot Si�n, Model # 0160, or approved equal. q. Suppliers: � L � r � �I r � � � � � 2.02 SWINGS: UNIT ONE — DIAMOND HILL PARK: Plavworld Double/ Bav Three Legged Swin�. Model # 0271. or approved equal. PLAYGROUND EQUIPMENT 02860 5 Plavworld available from: The Playwell Group (817) 335-1666 GameTime available from: Modlin Recreation Equipment, Inc. (800) 433-5347 Little Tikes available from: Jim Lea Associates (800) 237-4739 l. Material Reauirements: a. Heavy duty swing shall be two legged and three legged type end support frame, with two swings per bay maximum. Height as specified on drawings/ equipment schedule. b. Components shall be cleaned in a five bath system, including a rust- inhibitive iron phosphate wash prior to painting. c. Steel beams and legs shall be fabricated of 3 1/2" outer diameter, schedule 40, hot dipped galvanized steel pipe, coated with a baked on electrostatically applied polyester dry powder coating. d. Swing yoke clamps shall be 2 7/8" outside diameter, 8 guage steel with a baked on electrostatically applied polyester dry powder coating. e. Swing hangers shall be hot dipped galvanized malleable iron with oil impregnated bushings pressed in. f. Swing chains shall be 4/0 straight link hod dipped galvanized steel utilizing double clevis and bolt link chain connections. g. Seats to be slash-proof belt type of a high-grade, durable rubber compound with steel cable reinforcing and blunt molded edges. h. If specified, tot seats shall be of a high-grade, durable rubber compound, fully enclosed bucket seats with back support and leg cutouts. i. Approved products: ��v��GO%� G'f��uG�D � ��' ��C�.��G��G�1� �� ' U �'��6 �!�' o i� � �' �.. � � UNIT TWO — EASTERN HILLS PARK: GameTime Sin�le � Bav Arch Swin��, Model # 0287, or approved equal. UNIT THREE — FAR NORTHSIDE PARK: Plavworld Sin�le Bav Three Le�ed Swin�, Model # 0270 ✓ (Alternate: Plavworld Double Bav Three Le�ed Swin�, Model #0271, or approved equal. UNIT FOUR — GID HOOPER PARK (CDBG): GameTime f Single Bav Swing with Full Bucket Swin�s. Model # 12583� or approved equal. UNIT SIX — LINCOLN PARK: GameTime Double Bav ✓ SwinE, Model # P1185 and Belt Swin�s, Model # 1483, or approved equal. UNIT NINE — SANDY LANE: Recreation Creation Single �" Bav Two Le��ed Swing, Model #274 and Belt Swings, Model #� 6303, or approved equal. � � r � j. Suppliers: Plavworld available from: The Playwell Group (817) 335-1666 GameTime available from: Modlin Recreation Equipment, Inc. (800) 433-5347 Recreation Creations, Inc. available from: Hunter - Knepshield Company (800) 451-4138 2.03 Other Eauinment ' 1. irl ' �a. Approved Product: Recreation Creations Junior Whirl, Model # 650, or approved equal. � b. Supplier: Recreation Creations, Inc. available from: Hunter - Knepshield Company (800) 451-4138 �, 2. C-Spring Animals a. Approved Product: GameTime Stallion and Fro�. Model #'s 4189 �/ �- & 4159, or approved equal. PLAYGROUND EQUIPMENT 02860 6 - , ... �;��0�'�1�� C�� °�D . �U� ��rG��G?� � �o �� "�t�l� �[�o : �J � � b. Supplier: GameTime available from: Modlin Recreation Equipment, Inc. (800) 433-5347 3. Basketball Goal Post (4' Cantilevered), Backboard (Fan Shaped Aluminum), Super Goal and Steel Chain Net � a. Approved Product: GameTime, Model #'s 406, 854, and 423 b. Supplier: GameTime available from: Modlin Recreation Equipment, Inc. (800) 433-5347 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 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 twelve inches below the finish grade of surfacing material. 3.04 FASTENERS: All nuts and bolts shall be upset and tack welded to prevent disassembly. � 3.05 PROTECTION: Contractor shall be responsible for protection of unfinished work and shall erect temporary signage and barriers as necessary to prevent park users from �,,,,, utilizing unfinished equipment. 3.06 HEIGHTS OF SWING SEATS: Install tot/ bucket seats at 24" from top of safety surface and youth/belt seats at 18" from top of safety surface. END OF SECTION � � � PLAYGROUND EQUIPMENT 02860 � �. � �;��0��1�� G��uG?D � ��0� ��rG��`��( f�o ��G��lo ��. � SECTION 02870 - SITE FURNISHINGS �. � � � f � L PART I - GENERAL 1.01 DESCRIPTION Furnish and supply a111abor, equipment, materials and incidentals necessary to assemble, install and otherwise construct park equipment as listed under products. 1.02 RELATED WORK I:� : Section 03300 - Cast-in-Place Concrete. Section 07920 - Caulking and Sealants 1.03 QUALITY ASSURANCE A. All equipment shall be free of sharp edges and corners, or extremely rough surfaces. : C. � All materials shall be new and conform to all standards as specified. The bidder shall be responsible for defects in equipment due to faulty materials or manufacturing, damage or loss. Metal shall be straight or at design radii or bends, without kinks, and shall be true to shape. E. Codes and Standards: All "accessible" site furnishings shall comply with the current Texas Accessibilitv Standards (TASI of the Architectural Barriers Act, Article 9102, Texas Civil Statutes (512) 453-3211. 1.04 PRODUCT DELIVERY, STOR.AGE AND HANDLING A. Protect from inclement weather: wet, damp, extreme heat or cold. B. Store in a manner to prevent warpage and/or bowing. 1.05 JOB CONDITIONS The contractor shall be responsible for protection of unfinished work and shall be responsible for the safety of park users utilizing unfinished equipment. SITE FURNISHINGS ozs�o -�- ��Oc�/�� '��r,�� ':=o�i c �'� ��,�°iG�� r� � C'�l�ie ►��i�o PART 2 - PRODUCTS � 2.01 ACCESSIBLE PICNIC TABLE (8') & EXPANDED METAL 6' PICNIC TABLE Diversified Metal Fabricators. Model #'s ET 8500 & ET 6300, or approved equal. Modlin Recreation Equipment, Inc. (800) 433-5347 2.02 EXPANDED METAL BENCH (6') Diversified Metal Fabricators. Model # EB 6100, or approved equal. s�' Modlin Recreation Equipment, Inc. (800) 433-5347 2.03 TRASH RECEPTACLES :/ Wabash Vallev. Model # LRD 32T with In Ground Post Packa�e #10056. Lids #FBL " 32 and Liners #RPL 32� or approved equal. PART 3 - EXECUTION 3.01 INSTALLATION A. Fasteners: All nuts and bolts shall be upset and tack welded to prevent disassembly. B. Manufacturer's Installation Instructions: The Contractor shall follow the manufacturer's installation instructions and give the Landscape Architect the instructions for filing, unless otherwise stated. Set benches and picnic tables level. END OF SECTION SITE FURNISHINGS O20/O -2- ��L��l� U�.��UU�� :: V V lf ��rlt�lSlVrJ ti 1f ;� ��;,^�,r�� ?� �0 .`J. �� Q irl � �� SECTION� - SEEDING PART 1 - GENERAL 1.01 DESCRIPTION A. Work Included: Seeding of grass seed or wildflower seed, as specified on the plans. B. Related Work Specified Elsewhere: Section 02220, Earthwork. 1.02 REFERENCE STANDAR.DS 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". g ..� r ..-� 1.03 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 A. Planting Season: The season varies according to species (see Part 2- Products). Do not seed when soil is excessively wet or dry or when wind exceeds 10 miles per hour. � 1� B. Schedule After All Other Construction and Planting Is Complete. SECTION 02930 - SEEDING -i- �;�!�'�r'ir��.OG��s �`_'�LU`<� �`, u� �R�� °1 I ° G�� o �'�� o i.� � � A. Seed All seed shall be planted at rates based on pure live seed (PLS = purity x germination) per acre. r 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. C. Protect and Maintain Seeded Areas 1. From erosion 2. From traffic and all other use 3. Until seeding is complete and accepted 1.05 QUALITY CONTROL The contractor who plants the seeds, whether the general contractor or a subcontractor, is responsible for daily supervision of his crew, while planting the seed and maintaining the seedlings until the project is accepted by the City. PART 2 — PRODUCTS 2.01 MATERIALS Substitution of individual seed types due to lack of availability sha11 be made only by the Project Manager at the time of planting. The Contractor shall notify the Project Manager, prior to bidding, of difficulties locating certain species. Only those areas indicated on the plans and areas disturbed by construction shall be seeded. Prior to seeding, each area shall be marked in the field and approved by the Project Manager. Any adjustment of area location by the Project Manager shall be considered incidental and sha11 not entitle the ConVactor to additional compensation. 1. Non-native �rass seed shall consist of: �'" If planted between Apri115 and September 10: Lbs./Acre Common Name Scientific Name Puri Germination � 25 Bermuda (unhulled) Cynodon dactylon 85% 75 Bermuda (hulled) Cynodon dacrylon 95% Substitute the following if planted between September 10 and April 15: L 220 Rye Grass Lolium multiflorum 82% 40 Bermuda (unhulled) Cynodon dacrylon 84% SECTION 02930 - SEEDMG �' -2- L 90% 90% 80% 85% �v,,��1�� G'�C�uG�D �; �-C�'1� �� s�IG�� 1�� G'�� [�o �r � � ; � � � 2 Native �rass seed - The seed shall be planted between February 1 and October 1 and sha11 consist of: Lbs. PLS/Acre Common Name Botanical Name 16 Green Sprangletop Leptochloa dubia 40 Sideoats Grama* Bouteloua curtipendula 64 Little Bluestem* Schizachyrium scoparium 200 Buffalograss Buchloe dacryloides 40 Indian Grass* Sorghastrum avenaceum 16 Big Top Lovegrass* Eragrostis hirsuta 16 Weeping Lovegrass Eragrostis curvula 80 Canada Wild Rye* Elymus canadensis var. canadensis *These grasses are not to be planted within ten feet of a road or parking lot or within three feet of a walkway. 3 Wildflower seed - All wildflower seeds are to be hand broadcast, (see 3.02,A). The seed shall be planted between March 5 and May 31 or between September 1 and December 1 and shall consist of: Lbs. PLS/Acre 10 20 50 10 10 20 10 3 10 10 Common Name Foxglove* Lanceleaf Coreopsis Bluebonnet Pink Evening Primrose Purple Coneflower* Indian Blanket Mexican Hat Maximillian Sunflower* Winecup Lemon Mint* Botanica] Name Penstemon cobaea Coreopsis lanceolata Lupinus texensis Oenothera speciosa Echinacea purpurea Gaillardia pulchella Ratibida columnaris Helianthus maximiliana Callirhoe involucrata Monarda citriodora *These wildflowers are not to be planted within ten feet of a road or parking lot or within three feet of a walkway. � 4. Temporary erosion control seed When specified on the plans, temporary control measures shall be per�ormed. These measures shall consist of the sowing of cool season plant seeds and the w,� work and materials as required in this section. � C� 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. 5. Additives shall include a binder in powder form. �v�;��v_V�� _,��;��u`�� SECTION 02930 - SEEDMG I�� (u�)�ji �� : — 3 — u Ilu OVU�'l;Ull� �L',✓Uo � � � !'" � � � �. ra 6. Material shall form a strong moisture retaining mat. C. Fertilizer 1. All fertilizer shall be delivered in bags or containers clearly labeled showing the analysis. 2. All fertilizer shall be in acceptable condition for distribution and shall be applied uniformly over the planted area. 3. Analysis of 16-20-0, 16-8-8, or as designated on the plans. Fertilizer rate: a. No fertilizer is required for wildflower seeding. b. Where applying fertilizer on newly established seeding areas - 100 pounds of Nitrogen per acre. c. Where applying fertilizer on established seeding areas - 150 pounds of Nitrogen per acre. D. Water: Shall be furnished by the Contractor and shall be clean and free of industrial wastes or other substances harmful to the germination of the seed or to the growth of the vegetation. The amount of water will vary according to the weather variables. Generally, an amount of water that is equal to the average amount of rainfall plus 1/2" per week should be applied for approximately thxee 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 mulch, (see 2.01, B. Mulch and 3.03). 2. For seeding application in areas 3:1 slope or greater, use the following soil retention blanket (Follow the manufacturer's directions): "Curlex I" from American Excelsior, 900 Ave. H East, Post Office Box 5624, Arlington, Texas 76001, 1-800-777-SOIL. 2.02 MIXING �, Seed, mulch, fertilizer and water may be mixed provided that: 1. Mixture is uniformly suspended to form a homogenous slurry. �'" 2. Mixture forms a blotter-like ground cover impregnated uniformly with grass seed. ��. 3. Mixture is applied within 30 minutes after placed in the equipment. ' � � � 1 �9 SECTION 02930 - SEEDING � -4- ��0;��d G�L��u�D , ��-��v��C�.��[�'°�G�� f;y� '}',��Q1��ri�I;U�Pm��G�o l~ i� o U �;'L✓' ll��: l U u 1 - � PART 3 — EXECUTION 3.01 SEEDED PREPARATION A. Clear Surface of All Materials, Such As: 1. Stumps, stones, and other objects larger than one inch. 2. Roots, brush, wire, stakes, etc. � 3. Any objects that may interfere with seeding or maintenance. � B. Tilling 1. In all compacted areas till one inch deep. 2. If area is sloped greater than 3:1, run a tractor parallel to slope to provide less �� seedlwater 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 watered to a minimum depth of four inches within 48 hours of seeding. 3.02 SEEDING � A. If Sowing Seed By Hand 1. Broadcast seed in two directions at right angles to each other. 2. Harrow or rake lightly to cover seed. 3. Never cover seed with more soil than twice its diameter. ,r,� 4. For wildflower plantings, scalp existing grasses to one inch, remove grass clippings, so seed can make contact with the soil. B. Mechanically Seeding (Drilling): If inechanically seeding (drilling) the seed or seed mixture, the quantity specified shall be uniformly distributed over the areas shown on the plans or where directed. All varieties of seed, as well as fertilizer, may be distributed at the same time provided that each component is uniformly applied at the specified rate. Seed shall be drilled at a depth of from 1/4 inch to 3/8 inch utilizing a pasture or rangeland type drill. All drilling is to be on the contour. After planting, the area shall be rolled with a roller integral to the seed drill, or a corrugated roller of the "Cultipacker" type. All rolling of slope areas shall be on the contour. , 3.03 MULCHING k" A. Apply uniformly after completion of seeding in areas up to 3:1 slope. Mulch may be � applied concurrently with fertilizer and seed, if desired. � � B. Apply at the following rates unless otherwise shown on plans: 1. Sandy soils, flat surfaces - minimum 1,500 lbs./acre. 2. Sandy soils, sloping surfaces - minimum 1,800 lbs./acre. 3. Clay soils, flat surfaces - minimum 2,SOO lbs./acre. 4. Clay soils, sloping surfaces - minimum 3,000 lbs./acre. 5. "Flat" and "sloping" swfaces will be shown on the plansri�€-r�e#-�sue�►1� „L �,�..r►. ^ ��j� ��,-, �- b��'I�fI,G� 1_:_�_, ,,1�zfC;l��!��'�;' �✓ J I.�'J�'.. � - SECTION 0295 0- SEEDING �fV�� '� ��`� ,c r,�;`% uL �„ � ��o �lu`'��A ��i�o � i� � � � � � � � � r. A � 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 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 or wildflowers are 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 and wildflowers: 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. END OF SECTION � , , , � � � SECTION 02930 - SEEDING -6- ��(�(�� GDG�� '��uGD ; �: 0� � [�� G, � ° ��1 : ---Il L�c �,Il�r'��j 9 �L7L^10 �^� � � � SECTION 03300 — CAST-IN-PLACE CONCRETE PART 1 - GENERAL 1.01 SCOPE OF WORK A. B. C. D, E. Concrete Sidewalk Concrete Handicap Ramps Picnic Table Slabs Playground Edging Concrete Walls and Footings 1.02 QUALITY ASSURANCE Reference Specifications: The work under this division of the Specifications shall conform generally to the requirements of Item 314 -"Concrete Pavement", Item 406 - "Concrete for Structures", and Item 410 —"Concrete Structures" of the City of Fort Worth's Standard Snecifications for Street and Storm Drain Construction. PART 2 - MATERIALS 2.01 FORMS Forms shall be of ample strength, adequately braced, joined neatly and tightly and set exactly to established line and grade. r 2.02 REINFORCING MATERIALS Reinforcing Bars: Reinforcing bars shall be round deformed bars meeting the requirements of the current standard Specifications for Intermediate Grade Billet Steel Concrete Reinforcing Bars of the A.S.T.M. Designation A-615. Reinforcing bars at the time the concrete is placed shall be free from rust, scale or other coatings that will destroy or reduce the bond. General reinforcing bars shall be number three bars spaced 18 inches on center in walks and 12 inches in slabs as shown on Plans. 2.03 CONCRETE MATERIALS A. Cement: Portland cement shall meet the requirements of A.S.T.M. Specifications Designation C-150 and shall be Type 1. � B. Aggregates: Concrete aggregates shall consist of gravel or crushed stone and shall be free from any excess amount of salt, alkali, vegetative matter or other objectionable materials. The aggregate shall be well graded from fine to course and the maximum size shall be one inch . Fine aggregate shall consist of sand C. Water: Water used in mixing concrete shall be clean and free from deleterious amounts of acids, alkalies, vegetative matter or organic material. The concrete shall be mixed in an approved batch mixer. The mixing time shall not be less than one minute after all the batch materials are in the mixer. Cement content � � ta.:� CAST-IN-PLACE CONCRETE 03300 _1_ �!�� G'�� :; ��'V ��G� 1 ° ��' �� G��:'1��J� �C�3o � I� I- shall be not less than five sacks per cubic yard of concrete and shall have a minimum 28 day compressive strength of 3,000 psi. D. Mixing: Transit mixed concrete shall meet all the requirements for concrete as specified above. Sufficient transit mix equipment shall be assigned exclusively to the project as required for continuous pours at regular intervals without stopping or interrupting. Concrete shall not be placed on the job after a period of 1 1/2 hours after the cement has been placed in the rnixer. 2.04 RELATED MATERIAL A. Expansion Joint Filler: Expansion joint material shall be one inch clear heart redwood with cap or 3/4 inch pre-molded fiber to the thickness of the concrete paved cross section as shown on the plans � L � 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. 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. 2.05 CONCRETE MIX DESIGN AND CONTROL A. Mix Design: The concrete shall contain not less than five sacks of cement per cubic yard. Total water shall not exceed seven gallons per sack of cement. The mix shall be uniform and workable. The amount of course aggregate (dry-loose volume) shall not be more than 85 percent per cubic yard of concrete. � The net amount of water will be the amount added at the mixer plus the free water in the aggregate or minus the amount of water needed to compensate for �„� absorption by the aggregates. Free water or absorption determinations will be based on the condition of the aggregates at the time used. The absorption test will ' be based on a thirty minute absorption period. No water allowance will be made for evaporation after batching. ['� � � � 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 twenty-eight days using a 5 sack mix. CAST-IN-PLACE CONCRETE 03300 '2' � f�� c�� '��D ��-:C�i �S�'; G��l� I� UJV�'lJU Ul`��o _ l, ��•_ D � �� D. Control-Submittal: Within a period of not less than ten days prior to the start of concrete operations, the Contractor shall submit to the Engineer a design of the concrete mix proposed to be used together with samples of all materials to be incorporated into the mix and a full description of the source of supply of each material component. The design of the concrete mix shall conform with the provisions and limitation requirements of these specifications. All material samples submitted to the Engineer shall be sufficiently large to permit laboratory 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 nlaced on the iob site until the mix desien has been annroved bv the En�ineer in writine to the Contractor. PART 3 - EXECUTION � 3.01 REINFORCING Metal reinforcing shall be accurately placed in accordance with the Plans and sha11 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. � � � � � r � 3.02 JOINTS A. Expansion Joints: Expansion joint materials shall be installed perpendicular to the surface. The bottom edge of the material shall extend to or slightly below the bottom edge of the slab and the top edge shall be held approximately 1/2 inch below the surface of the slab. The edge of joints shall be tooled with an edging tool having a 1/2 inch radius. B. Contraction Joints: Contraction joints shall be 1/4 inch wide by 3/4 inch deep, tooled joints placed on six foot centers, unless otherwise indicated. Contraction joints will not be required to be sealed. Sawed joints may be allowed only if specifically approved by the Engineer. Joints will be sawed as soon as sawing can be performed without stripping aggregate from the concrete, generally within twelve to twenty-four hours after placement, and they sha11 be completed before uncontrolled cracking of the pavement takes place. C. Construction Joints: Construction joints shall be installed in all concrete work at the locations shown on the Plans. Construction joints formed at the close of each day's work shall be located at any of the control joints designated on the Plans. Joints may be constructed by use of wood or preformed metal bulkheads set true to the section of the finished concrete and cleaned and oiled. Surplus concrete on the subgrade shall be removed before resuming concreting operations. � 3.03 PLACING CONCRETE Placement of Concrete: The concrete shall be rapidly deposited on the subgrade immediately after mixing is completed. Subgrade and forms shall be dampened prior to placement of the concrete. The concrete shall be transported, placed and spread in such a � . � CAST-IN-PLACE CONCRETE 03300 -3- ,��(�G��G�� G��u�D . �0� ��'� �'��1� ; �e �'u ��W� �ilSWo � � q �' 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 hazdened or � that has been contaminated by foreign material shall be deposited in the work nor shall retempered concrete be used. Each section of pavement between expansion and construction joints shall be placed monolithically. � , All concrete shall be thoroughly compacted by suitable means during the operation of placing and shall be thoroughly worked around reinforcement and embedded fixtures and into the corners of the forms. Special care shall be taken to prevent voids and � honeycombing. The concrete shall then be struck off and bull-floated to the grade shown on the Plans before bleed water has an opportunity to collect on the surface. 3.04 FINISHING All concrete shall be finished by experienced, qualified concrete finishers. All concrete R" shall have a neat, rounded edge. Edging and jointing (radius described on Plans) shall be accomplished with care so as not to leave deep impressions in the concrete surface adjacent to edges and joints. After the concrete has been floated and has set sufficiently to support the weight of cement finishers, a smooth steel trowel will be used to produce �- hard surface. The entire surface will then be brushed with a stiff bristle broom to produce a uniform textured finish. All edges and sides of concrete exposed to view shall be free � of warp and blemishes with a uniform texture and smoothness as described in Plans. 3.05 CURING Curing Compound: Immediately after the finishing operations, the concrete shall be completely covered with a curing compound. The concrete surface shall be kept moist between finishing operations and the application of the curing compound. The curing compound shall be applied under pressure by means of a spray nozzle at a rate not to exceed 200 square feet per gallon. A minimum of 72 hours curing time will be required. � 3.06 CONCRETE WALLS A. Placing Concrete � 1. Where tremies are used, or where the free drop is 5'-O" or more, and through reinforcement, use a dumping box or board, moving the concrete � therefrom by shovels or hoes. 2. Deposit concrete so that the surface is kept level throughout, a minimum bemg permitted to flow from one position to another, and place as rapidly � � � as practicable after mixing. Do not use in this Work any concrete not placed within 30 minutes after leaving the mixer. CAST-IN-PLACE CONCRETE 03300 -4- � � � 4. Thoroughly work concrete around reinforcement and embedded fixtures, and into corners of forms, during placing operations. 5. Completely compact with tamping poles and by tapping forms until the concrete is thoroughly compact and without voids. Determine the number of tampers needed by the amount and method of placing concrete. 6. Exercise care to tamp concrete vigorously and thoroughly to obtain maximum density. 7. Use manual tampers as well as mechanical vibrators. a. Exercise care to direct the quick handling of vibrators from one position to another. b. Do not over-vibrate concrete. c. Do not move concrete by use of vibrator. B. Finishing 1. All formed surfaces exposed to view shall have a smooth form finish. 2. After concrete has been properly placed and cured, sandblast finish if indicated on the plans and per specification Section 03350. 3.07 PROTECTION After concrete is placed, finished and cured as required, permit no traffic thereon for three days thereafter and further protect the surface from damage due to other causes. END OF SECTION ' , ' , �� ' � CAST-IN-PLACE CONCRETE r., 03300 -5- � �;��0 GOI�� C��C G�D ' �i ` �� r� U�jl51P'i,lU�� U ��? �J�='��'➢ ��iv � � �" SECTION 03350 SANDBLASTING PARTI-GENERAL 1.01 SUMMARY: A. Provide sandblasting on concrete where shown on the Drawings, as specified herein, and as needed for a complete and proper installation. 1.02 RELATED WORK SPECIFIED ELSEWHERE: A. Section 03300 - Cast-In-Place Concrete. � � � r 1.03 SUBMITTALS: A. Submit sample and manufacturer's literature for sand. B. Submit qualifications of the proposed subcontractor to the Owner's representative for review and approval. 1.04 QUALITY ASSURANCE: A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. B. Use a subcontractor who has been regularly engaged in the sandblasting of concrete for not less than two years immediately prior to this Work, and who has a record of successful sandblasting acceptable to the Owner's Representative. C. Mock-ups: At an area on the site where approved by the Owner's Representative provide one mock-up concrete panel as follows: 1. Mock-up panels for vertical applications shall be 8" thick, 18" high, and 4'-O" long. a. Panels shall be constructed with 1/2" radius and rustications as detailed on the plans. 2. Divide the face of the mock-up into four separate equal areas by use of adhesive tape or other divider. One panel area shall be maintained as is. ... � � Using the sandblasting equipment and methods proposed for this Work, abrade each of the three remaining panels with: SANDBLASTING ��UU'�C�l�l� Uc�lS��'VU�DD , 03350 "�I;�u� �JlS�GUS��'�1�;U � ��a ��`:'+��o ��r�. 1� � � � 4. 5. a. � c. A"light" sandblast (approximately 1 1/6" penetration) entirely covering one of the divided areas; A"medium" sandblast entirely covering an adjacent area; and A"heavy" sandblast (approximately 1/8" penetration) entirely covering the remaining adjacent area. Affix a permanent identification to each abraded area, showing the date of sandblasting and name of sandblasting company or personnel, and showing the type ("light", "medium", or "heavy") sandblasting represented by the sample, the pressure used and the distance from which sandblasting was performed. Perform sandblasting, and identifying of sandblasting, on the mock-up only under continuous observation of the Owner's Representative. Revise mock-up as required to secure the Owner's Representative's approval of proposed finishes. � PART 2 - PRODUCTS � 2.01 GENERAL: Provide sandblasting sand, equipment, materials, and personnel as required for proper performance of the Work of this Section and in compliance with pertinent regulations of governmental agencies having jurisdiction. PART 3 - EXECUTION 3.01 SURFACE CONDITIONS: A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected. B. Do not proceed with any sandblasting operations until mock-up selections have been made by Owner's Representative. ^ � � � � ., � r� �� C. Perform all sandblasting operations within one day if possible or in sequential days using the same personnel, the same pressure, and from the same distance for each type of concrete to be sandblasted. 3.02 SANDBLASTING: A. Scrubbing with acid or soda solution will not be required on surfaces scheduled to be sandblasted. SANDBLASTING 03350 2 �"��i��U�,� G'��J�� : �;::��' ��[�� "Q� � U �a, �u�Ji'�f�0 �'�u B. On all exposed surfaces of concrete scheduled to be sandblasted, provide a uniform appearance similar in all respects to the sandblast finish selected by the Owner's Representative from the mock-ups required above. C. Procedures: � 1. 2. 3. 4. 5. Break the form ties below concrete surface, and remove plastic cones prior to sandblasting. Patch the form tie holes to match adjacent surfaces. Verify that sandblasting personnel are completely aware of the Owner's Representative's decision relative to degrees of sandblasting to be performed and areas to be sandblasted. Perform sandblasting in accordance with pertinent regulations of governmental agencies having jurisdiction, and the directions of the Owner's Representative. Use special care in abrading edges and corners to provide a smooth and uniform pattern consistent with other sandblasted surfaces. 3.03 CLEANING UP: A. Promptly upon completion of sandblasting in an area, clean up all rebound and debris resulting from this operation and completely remove it from the site. END OF SECTION SANDBLASTING 03350 3 _ _ _ _� ��^;��0/�� C��D ` �� 'V ��G��;IG?� : i` �o ��G'l �, ��{o � � � R" � � � � SECTION 07920 - CAULKING AND SEALANTS PART I - GENERAL 1.01 DEFINITIONS: A. The term "sealant" or "sealing" shall refer to exterior joints exposed to weather or interior joints exposed to moisture. When "sealant" is used in an outside joint in aluminum or steel frames, "sealant" shall be required on the inside joint also. B. The term "caulk" or'caulking' (calking) shall refer to interior joints not normally exposed to weather or moisture conditions. 1.02 SUBMITTAL: A : PART 2-PRODUCTS 1.03 GUAR.ANTEE: The Contractor shall provide the Inspector a manufacturer's written � guarantee on all joint sealing materials. The manufacturer shall agree to provide any replacement material free of charge to the City. Also, the Contractor shall provide the � Engineer a written warranty on all sealed joints. The Contractor shall agree to replace any failed joints at no cost to the City. Both warranties shall be for one year after final acceptance of the completed work by the Engineer. � 2.01 SEALANTS: As manufactured by Pecora or approved equal. Submit to Owner's representative manufacturer's literature, specification data, and. color chart for all materials proposed for this project. Identify their use and location. A. I� L � 1.. � Concrete-to-Concrete (Horizontal Joint): NR-201 with primer. Masonry-to-Masonry or Concrete-to-Concrete (Vertical): Dynatrol II 2.02 PRIMERS: Type as manufactured by manufacturer of sealing or caulking material and completely compatible with compound. 2.03 JOINT BACKING: Rods or tape in sizes and types as recommended by manufacturer of sealing or caulking material, and completely compatible with compound. CAULKING AND SEALANTS 07920 •1- _. � ��0�!6 P��J�� ;`�-li 4 Y ��'u G�[�� U ��b UV�L�'69tl0 �� '1 i�r' : PART 3 - EXECUTION 3.01 GENERAL: Work shall be performed by experienced mechanics skilled in execution of type of work required and in application of specified materials. A Deliver materials to job site in original containers with manufacturer's name and brand clearly marked thereon. C. When perimeter joints around frames that are to be caulked do not have built-in stops or other means to prevent depth of compound from exceeding 1/2 inch, pack joint with back-up materials of correct type and to the depth as necessary to provide minimum 3/8" and maximum 1/2" depth of compound. � D. Materials and methods shall be as specified herein, unless they are contrary to approved manufacturer's directions or to approved trade practice; or unless Contractor believes they will not produce a watertight job which he will guarantee as required. Where any part of these conditions occur, Contractor shall notify Architect in writing. Deviation from procedure specified will be permitted only upon Architect's approval and providing that work is guaranteed by Contractor as specified. E. If, prior to beginning work, Contractor do.es not notify Architect in writing of any proposed changes, it will be assumed that he agrees that materials and methods specified will produce results desired, and that he will furnish required guarantee. � � r- 3.02 PREPAR.ATORY WORK: A. Where weather molds, staff beads, etc., do not form integral part of frames to be caulked, but are removable, remove same prior to caulking, execute caulking, replace molds, etc., and point. B. Clean all joints, etc., that are to be caulked or sealed, prior to executing work. F 3.03 PRIMING: When conditions of joints so require, or when types of materials used `" adjacent to joints so require, or when compound manufacturer's recommendations so require, clean and prime joints before starting caulking. Execute priming operations in � strict accordance with manufacturer's directions. �� 3.04 JOINT BACKING: Joint backing shal� be installed in all joints to receive sealants. Backing shall be sized to require 20% to 50% compression upon insertion, and shall be CAULKING AND SEALANTS 07920 -2- ��,-i��U�i� �'C�C��'D ��. �� G °��,° �1� U� UQ �L'��;''`��'�F ��lh�o d �� : placed so that sealant depth is approximately 1/2 joint width. In joints not of sufficient depth to allow backing, install bond breaking tape at back of joint. � ' 3.05 APPLICATION: Apply sealant and caulking material under pressure to fill joint completely, allowing no air pockets or voids. Tool the joint surface to compress the � compound into the joint. � � 3.06 THRESHOLDS: Place all exterior door thresholds in a fill bed of sealant during setting procedures. �3.07 CLEANING: Clean adjacent surfaces free of caulking and sealant and clean all work of � other trades that has in any way been soiled by these operations. Finished work shall be left in a neat and clean condition. END OF SECTION ' � � � � � ' � � � CAULKING AND SEALANTS . 0�320 �� '��Ju�D1 � ��1 ��'G�� ' �'r� ' �o � �`'(; i�9 ��. � BIDDER'S STATEMENT OF QUALIFICATIONS Firm Name: Date Organized: ❑ PARTNERSHIP ❑ CORPORATION Address: City: State: Zip: Telephone Number: Fax Number: Number of years in business under present name: Former name(s) of organization: CLASSIFICATION: ❑ General ❑ Building ❑ Electrical ❑ Plumbing i ❑ Utilities ❑ Earthwork ❑ Paving ❑ Other 1. LIST OF SIMILAR COMPLETED PROJECTS ❑ HVAC AMOUNT TYPE OF DATE NAME and TELEPHONE NUMBER OF OF CONTR.ACT WORK COMPLETED OWNER 2. LIST OF SIMILAR PROJECTS UNDER CONSTRUCTION OR UNDER CONTRACT AMOUNT TYPE OF DATE NAME and PHONE NUMBER OF OWNER OF CONTRACT WORK COMPLETED BIDDER'S STATEMENT OF QUALIFICATIONS -I- ��Gp�� G'[��?L� , ;�'=�� T r r' �� nM �= L��' �� 1��`'US�I�r;IU� !1 �'� ��-' �` �r ��,!�� & �� ,�.,�.;.• . - �'' .__- � � � �l� �I � � I � � � � � � � � � � � 3. LIST SURETY BONDS IN FORCE ON ABOVE INCOMPLETE WORK (LIST 2): DATE OF TYPE OF AMOUNT OF NAME AND TELEPHONE NUMBER OF CONTRACT BOND BOND � SURETY 4. LIST CONSTRUCTION SUPERINTENDENT'S NAME AND CONSTRUCTION EXPERIENCE: BIDDER'S STATEMENT OF QUALIFICATIONS -2- �'�. _ � � � r�� CERTIFTCATE OF INSURANCE TO: CTI'Y OF FORT WORTH Date_ � NAME OF PROJECT: � PROJECT NUMBER: IS TO CERTIFY 'Tf IAT : R" is, at the date oi' 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. � TYPE OF INSURANCE Policy Effective Expires Limits of Liability � Worker's Compensation 1 Comprehensive General Liabiliry Insurance (Public Liability) � B1asUng Collapse of Building or � structures adjacent to excavations `` Damage to Underground Utilities Builder's Risk �� Comprehensive Automobile Liability Conttactual Liability ,. � L � ,.J Other LocaCions covered: Description of operations covered: 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. A�*ency Fort Worth Aeent Bv Address Title Bodily Injury: Ea.Occurrence: $ Property Damage: Ea.Occurrence: $ Ea.Occurrence: � Ea.Occurrence: $ Ea.Occunence: $ Bodily Injury: Ea. Person: $ Ea. Occurrence: $ Property Damage: Ea. Occurrence: $ Bodily Injury: Ea.Occurrence: $ Property Damage: Ea.Occurrence: $ �,G��GOI�� '[�C��GID : �� ti' ��rG��l Il Uo VU\J C'uUUQ IIL77P1a , � � CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW C 1 � 1� L".� L � ' � � 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 C181/0801048160, C181/0801181048170, C181/080181048180, C181/080181048210. C181/080181048220,, C181/080181048250, C181/080181048260, C181/080181048280, C181/080181048290, C181/080181048310. EAGLETON CONSTRUCTION. INC. CONTRACTOR n /� B. �� , �. �- T�tie �Z-iG -� Date STATE OF TEXAS COUNTY OF TARRANT 0 � BEFORE ME, the undersigned authority, on this day personally appeared�5�'' �� I�F�� known to me be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that�e executed the same as the act and deed of for the purpose and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this /� day of v- � . -�3 '.2 . r� Notary Public t and for the State of Texas � .�w� �;;'-4 KATHRYN l. BIAKE : o�•,. °, . �__ Notary Pubtic, State of Texa� ';sr,�'; My Commission ExPires �•. �,., F�f,O June 18, 2003 ��,,.• ��OCOQ,� G�[��D �u ��l ��'rG� � ° Q� G�� r��lp ��o �, i � (�.,. � Ea�1 # 757307 PERFORMANCE BOND T'HL STATE OF T�XAS COUNTY OP TARRANT KNOW ALL MEN B1' THESE PRESENTS: Tliat we (1) EAGLETON CONSTRUCTION, INC. a(2) �' CORYORATION ol' 7'�XAS, hcrcinaftcr call Principal, and (3) C'ani tnl Trr�mi tv CnrnnrafiirA-i a � corporation organized and existing under the laws of the State and fully authorized to transact busi��css in thc Statc of 'I'exas, as Surely, <u�e hcld and �rmly bound unto the City of Fort Worth, a municipal corporation organized and cxisting undcr thc laws of the Stacc of Tcxas, hereinafter callcd Owncr, in the penal sum of: r..d 'TIIRE� FIUNDRED TI-IIItTY-FOUR THOU5AND THREE HUNDRED SEVGNTY SIX DOLLARS AND 6�1/ 100 ................................................................................................................................ � ($334,37(.641 Dollars in lawful money of the United States, to be �aid in Port Worth, Tarrant County, Tcxas, for the payment oi' which sum well and truly be made, wc hereby bind ourselves, our heirs, exccutors, administrators and succcssors, jointly and scvcrally, finnly by these prescnts. � � THG CONDITION OF THIS of: OBLIGATION is such that Whcrcas, the Principal entered inlo a ccrtain cc�ntract with thc City of Port Worth, [hc Owncr, datcd the �_c}j' �} copy of which is hcrcto attachcd and macic a part hcrco(', foc thc construction of: �� CIP PROJECT N0.2 — PLAYGROUND RENOVATION AT TEN SITES ( NORTHEAST R�GION) dcsignalccl as Projcct No. (s) C181/0801810481CO,C181/080181048170,C181/0801R1048180, C 181/08U 181048210.0 181/080181048220,C181/080181048250,C181 /080181048260C181/080181048280,C181/0 811181048290.C181/080181048310 , a copy of which contract is hereby attached, referrcd to, and made a part hereof a� fully and to the saroe extent as iP copied at length hercin, such project and construction bcing hereinafter refci•red lU .iti L�1L' ��WOI'�". r NOW THLREFORE, if the Principal shall well, truly, and faithfully perform the work in accordance with �,,, the ��lans, specifications, and contract documents during the original term thereof', and any extensions thereof which nuiy bc granted by the Owner, with or without notice to the Surety, and if he shall satisfy all claiins and demands �- incurred under such conu�act, and shail fu(ly indemnify and save harmless the Owner from all costs and damages whicli it may su('1'cr by rcason of failure to do so, and shall reimburse and repay the Owner all outlay and expeiise ' �vhich thc Owner may incw- in making good any dei'ault, then this obligation shall be void; otherwise to rcmain in full .., 1'orcc ancl cffect. � ' , � �-. J �� u GO�;,� 6°'��G'D ' � �� r� G�[��°� F� ��a C�v��r��G�9 �C��a � � � �I w.� ' PROVID�D FURTHER, that if any legal actiun filed upon tliis bond, venue shall lie in Tarrant County, Sl41lC O� 7`CX�lS. l�ND PROVIDED FURTH�R, that the said Surety, for value rcceivcd, hereby stipulates and agrees that no changc, extension of time, alteration or addition to the terms of thc contract or to the work to be performed U�ereunder or the srccifications accompanying the same shall in any wise affect ics obligations on this bond, and it cl��cs hcrcby waivc noticc of any such changc, cxtcnsion of timc, alla•ation or addition to thc tcrms of lhc conU•act or tu thc work or to lhc spccifications. IN WI"CN�SS WH�KEOF, this instrument is executed in ( countcrparts each one of which shall bc deemed an original, this thc ��o� 5 z�� az'TL'ST: -- ' __ _ ...... .. ' - , EAGLETON CONSTRUCTION G--- �- � ' � rincipa Sccretary P�NCIPAL (4) � B ��L �.�.: - � � T�c��: _,� (SEAL) � 7550 GOODMAN LAN� AZLL, TX 7(►020 (Address) �' �((� Capitol Indemnity Corporation -� �Vit s as tc Principal J 1 Sur�Cy /��.� � �7� D � Address B� �-�" r �' �� ! _ j��. � ATTLST: (Attorncy-in-fact) (5)StaCi Gross (Surc�y) Sccrctary . r �,. r 0 (SEAL) i �_ �'��-a-� r �ti� V W1LI1CtiS 8S l0 SUl'CI� 701 Lat�r, Wirl�ita t+'aLl.s, 7X 76301 (Address) ' � r2 701 I�m�r, Wirhita Fal1s, � 7630]. (Address) NOTE: Date of Bond must not be prior to date of Contract (1) Correct Name of Contractor (2) A Corporation, a Partnership or an Individual, as case may be (3) Correct namc of Surety (4) If contr�ictor is Parincrship all Partners sliould execute Bond (5) A true copy of Power of Attorney shall be atlached to Bond by Attorncy-in-FacL. ��'�0�� L�'C��uG�D � �G�� [��G��G�� r, �� ',�� "�� Bond # 757307 PAYMENT BOND ' � � T'H� STATL; OF T�XAS COUNTY OP TARRANT KNOW ALL MGN BY THESE PRESENTS: That wc (1) I:AGLETON C�NS�RUCTION, INC. a(2) Cornoratic►n of Texas, hercinafter call Principal, and (3) Capitol lndemni y CArporati;p�rporation organizcd and cxisling under the laws of thc State and fully authorizcd to transact business in the State of Texas, as Surety, arc hcld and I�irmly bound unto the City of Fort Worth, a municipal corporation organized and existing under thc laws of the Statc o1' Texas, hcreinal'ter called Owner, and unlo all person, firms, and corporations who may I�urnisl� matci•ials, i'or or perform labor upon the building or improvements hereinafter referred to in the penal sum of TH12El: HUNDR�D THIRTY FOUR THOUSAND THREE HUNDR�D S�VI;NI'Y SIX DOLLARS AND, (4/100 .................................................................................................................................... (`I+334,37(.(4) Dollars in lawful money of the Unitcd States, to be paid in Foct Worth, Tarrant Counly, Tcxas, for the ��aymcnt of which sum wcll ancl truly bc madc, wc hcrcby bincl owsclvcs, oun c�irs, cxcculors, administrators and succcssors, jointly ancl scvcrally, firinly lo thcsc prescnts. 1'IlE CUNDi1'ION OP TIIIS OBLIGAI'ION is such that Whcrcas, thc Principal cntcrcd into a ccrtain contract with the Ciry of rort Wortil, thc Owner, dated thc—�-�`� ��,�1.D. , 19l), a copy of which is hereto attachcd and madc .i part thcrcoP, for thc construction of:: "' "' �`f �QQU CII' PRO,TECT NO. 2— PLAYGROUND RENOVATION AT TrN SITF,S (NORTH�AST R�GION) .... Project No. (s) C 181/080181048160,C181/080181048170,C181/080181048180,C181/080181(i48210,C 181/080181048220.C181/ r i)801R1048250,C181/0801810482CO,C181/080181048280,C181/080181048290,C181/080181048310 a copy of � which is herelo auached, refcrred to and made a part hereof as fully and to the same extent as if copied at Iength hcrcin, such project and construclion being hereinafter referred to as thc "work". �� NOW TI�ER�FORE, the condition of this obligation is such that, if the Principal shall promptly make " payment to all claimants as defincd in Article 5160, Revised Civil Statutes of Texas, supplying labor nnd materials in � thc prosccution of thc work provided for in said Contract, chcn this obligation shall bc null and void, othcrwise it tihall rcmain in 1�u11 force and cffect. �.. � ' � � F10 u��BC�Q,� ��o�G?D - � ��'� ��C�� G��G�°� �u �lJ'��C:'�UJp ll�Wo � TI-iE BOND IS MADE AND ENT�RED into solcly for the protection ot' all claimants supplying labor and u�atcrial in thc prc�sccution of the work provided for in said Conlract, as claimanls ace dcFined in said Articic 5160, and nll such claimants shall havc a dircc[ right of ac[ion under the bond as provided in Article 5160 of thc Revised � Civil Sta�utcs. �, PROVIDED PURTHER, thnt if any Icgal action bc filed upon diis Uond, vcnuc shall lic in Tarrant County, State of Texas, that thc said Surety, i'or valuc received, hcreby stipulatcs and agrecs that no change, cxtension of � time, altcration oP addition to thc terms of the contract or to the work to be periormcd thereunder or the specification s acc:ompanying thc same shall in any wisc affect its obligation on this bond, and it docs hcrcby waive noticc of any ` such changc, cxtcnsion o1'timc, alteration or addition to the terms of thc conU•act or to the work to thc specificalions. PROVID�D I'URTHER, lhal no iinal settlemcnt bctween the Owncr and thc Conlractor shall abridge llie rigl�t of any benei'iciary hereunder whose claim may be unsatisfied. ._ C � f L �. IN WITNESS WHEREOF, this inslrument is executed in 6 counterparts each onc of which sliall be deemed an original, this thc _'Ay o2� A.D., 1999. N z000 ATTES.'F:�- , � . ' �=' ��— ( V - � , �.._-.- (Principal) Sccrclary _ ��-f Witncss s to Pri��cipal ��-��- � C� Address r �rr�s1: � L�.� '�n'�_,�.-c�L� ��'l / r \. (Surcty) Sec ary �`.J ( S Lf1L) � L � VVitncss as to Surety �A��ss> EAGL�TON CONSTRUCTION, INC PRINCIPAL�) /� BY• . �� r �� Title: � - - �� 7550 GOODMAN LANE AZLE, TX 7CO20 (SLAL) (Adclress) Capi dl Indemni�y Corporation Surety �J BI�'<:..�__; � e'_C'�c/' ��_F��(i1 i' 7�� 701 l�tr, Wir1�' it3 rF�n' fact �5 ) St.aci Gross E�Ol (Address) 701 I��r, Wic}zita Fa11s, 7X 76301 (Address) NO'CG: Datc of Bond must nol bc prior to datc oP contract ( l) Corrcct Namc of Contractor (2) A Corporation, a Partnership or an Individual, as casc may be (3) Correct name of Surety (4) If contractor is Parmership all Pariners should execute Bond (5) A truc copy of Power of Attorney shall be atlached to Bond by Attorncy-in-Fac[.. � �p �,. ��0�`�'D J� 1 �.,U�� c `'IV ,r �� i�-1�IlG i� G'_� � �� '1►` ��'::G? � ° G?'� '��I� ��'11�'�MF l��ao �.. �, �, MAINTENANCE BOND r THL' STAT� OF T�XAS § COUNTY OI� TARRANT � Eond # 757307 r ICNOW ALL MEN BY THESE PRESENTS: Thac (1) I�AGL�TON CONSTRUCTI(?N. INCas LPrincipal, £1C1111� licrcin by and through (2) _ �t$ duly authorized and (3) C'��l j��j�_�__rn,r,r�ti�, a corporation organized under the laws of the State of TEXAS, as surety, do hereby acknowledge themselves to be held and bound to pay unto the � City of Fort Worth, A Municipal Corporation, chartered by virtue ot' Constitution and laws of the State of Texas, at [�ort Worth, in Tarrant County, Texas the sum of � TIlI2I?� IiUNDRLD 'I'IIIRTY FOUR THOUSAND THRE� HUNDR�D SI;V�NTY SIX AND 64/100........., e., � (�;334,37(i.(4) in lawful moncy of thc United States, for the payment of which sum wcll aud truly bc madc unto said � City of Fort Worth and its successors, said Conlractor and surety do hereby bind themselves, their heirs, execulors, aclministrators, assigns and successors, jointly and severally. "I'his obligation is conditioncd, however; that, 1�.., �►N 2 5 ?Op0 WHEREAS, the Princi��al has entered into a certain contrace with thc Cily of l;ort orth, r ��crl�c�rmancc of thc following describcd public work and the construction of the following dcscribed public I improvemcnts: C1P PROJLCT NO. 2— PLAYGROUND RENOVAI'IONS AT TEN PARK SITES C �, ol' samc being rcfcrred to hercin and in said contract as thc Work and being dcsignated as project C181/0801810481(0, C181/080181048170, C181/Oy0181048180, C181/08018143210, C181/080181048220, C1;�UO80181043250, C181/080181048260, C181/OSO181048280, C181/080181048290. C181/080181048310 and saici contract, including all of lhc spcciPications, condilions and wriucn insU�umcnts rcicrrcd to lhcrcin as conlract cic>cumcnts bcing hcrcby incorporatcd hcrcin by rcfcrcncc for all purposcs and madc a�art hcrcol', thc samc as if sct out vcrhatiu� hcrcin; and , WHEREAS, in said Contract, Contractor binds itself to usc such matcrials and to so construct thc work that �' it will rcmain in good repair and condition for and during the period One (1) Year after the date of the tinal acccptancc of thc work by thc Cily; aiid WIIER�AS, suid ConU•actor binds itself to maiutain saiJ work in good repair and condition for said term of � � One (l ) Ycar; and, � WHEI�GAS, said Contractor binds itself to repair or recons[ruct the work in whole or in par[ al any time within said ��criocl, il� in lhe opinion of the Director of the Walcr DeparUncnt of the City oC Fort Worth, it be �, neccssary; and, 0 W�-iEP.�AS, said Contractor binds itself, upon rcceiving noticc of the need therefor to repair or reconstruct said work as hcrcin provided. � ��V/�� d��G�G'D � �� 0�'ti� ��:^G1��G�^� �o �'UJ['"_�r�p �� ' �„� NOW THERGFORE, if sai� Con[ractor shall keep and perform its said agreement to maintain, repair or reconsU�uct said work in accordanec with all the terms and condilions of said ConU�act, these �resents shall be null � ancl void, and havc no forcc or cffcct. Othcrwisc this Bond shall be and remain in full forcc and cffect, and said City shall havc and recovcr fi-om the said Contractor and its surcty damages in tl�c prcmises prescribcd by said Contract. This obligation sl�all be continuing one and successive recoverics may be had hcreon for successive breaches until � thc full amount hcrcof is exhausted. � � � WHI:I2LAS, �ill partics covcnant and agrcc tfiat if any Icgal action Uc filcd upon this bond, vcnuc shall lic in Tarrant County, Tcxas; and, IN WITNESS WHEREOF, this instrumcnt is exccutcd in ( counterparts, cach onc of which shall bc dccmcd an original, datcd JAN •2 5 200Q ATTEST: C _� - "`��.- (Seal) EAGL�TON CONSTRUCTION. INC YItINC1PAL (4) _ �— - - �� Titic: � • � . �y`�"{y''� ' "'C Witness s to Pcincipal '.55� � �_ ' � �aaa��ss> ATT�ST: (Surety) Secretary � � (SEAL) � 11k,+�� ! ' �css as to �rcty � � �rn �, w.�ru� r-�.5, � �� F6 7550 GOODMAN LANL AZLE, TX 76020 (Address) Capi�ol Ii�r11i� Co��tion s��i��< su,�tiy�,� �; ^, t. 701 Iar�r, � i�` r°�-�.�'a�st; � 7�1 (Address) NOTE: Date of Bond must not be prior to datc of Conlracl (1) Correct Namc of Contractor (2) A Corporation, a partncrship or an Individual, as case may be (3) Correct namc of Surety (4) IY Contractor is Partncrship all Partncrs should executc Bond (5) A true copy of I'ower of Attorney shall be at[acheeJ to Bond by Attorney-in-Fact. ��C�OQ�� C�G'D �. � a� ��C��: G'C��G°?� P,^' �.Car�j� l �\'/ I�Si l�u��;��,(��;, �;� �ru� , _..� , _..��:� E� i� � • . INDEMNITY CORPORATION 4610 UNIVERSITY AVENUE, SUITE 1400, MADISON, WISCONSIN 53705-0900 PLEASE ADDRESS REPLY TO P.O. BOX 5900, MADISON, WI 53705-0900 PHONE (608) 231-4450 • FAX (608) 231-2029 POWER OF ATTORNEY No: 534464 Know all men by these Presents, That the CAPITOL INDEMNITY CORPORATION, a . �, , cd p Pp----- ------- STACI� J.�GROSS LAURA � �� ! :�ffi�,�� ;i n, � �, �, ��-.� ;�;��, 1^,ti e:c;�� ,L,,es r��;�e � ,;�stitute � r oraCio� of t"�t , �. .�-� , �, r�� , � Y' ��'�'��y ^ � , ,. :. . and a oint , A. ESPINOZA, STEVE DEAL OR DONAL BOLEY ------------------ �' � � � � ... its true and lawfu! Attarney(s)-in-fact, ta nzake, execute, seai and deliv�r for ancl on its b�half, as surety, and as its act and deed, any and all bonds, undertakings and contracts of suretyship, provided that no bond ar undertaking or contract of suretyship exea.a�ted �.rr,der this authority �h��! �^��:�c! i� ��rmot ��.��.� ��,^3� �?f - y- g- -- NOT TO EXCEED $4,000,000.00 -------------------------------------------------- Resol�ut on �o��ed b��tr e Ba� d of Di�e� tu�;'�� `�'�'`�r��ed and sealed by fiacsimile under ar�d by th� authority of the follovving p y c,i �APITOL tNbEMNITY CORPORATION at a meeting duly called and Vield on the 5th day of May 1960: and aut onza�t�onEo athao t bPraSPower of Attorneyrforahetpurpo es only of executing�and attes�ting bolndsrand untlertak ngs�and ther wrtin srobleato'epower � rY 9 Y Y Y 9 ' in the nature thereof, one o pmore resident vice-presidents, assistant secretaries and attorney(s)-in-fact, each appointee to have the powers and dgties usual o such offices to the business of this company; the siynature of such officers and seal of the Company may be affixed to any such power of attorney or to any certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signatures or facsimile seal shall be valid and binding upon the Company, and any such power so executed and certified by, facsimile signatures and facsimiie seal shall be.ualid and pinding upon the Company in the future with respect 4o any taond or unclettaking' or other wriiing obligatory in fhe nature #hereof to which it is attached. Any such appointment may be revoked, for cause, or without cause, by any of said oHicers; ai any time:° ' �ts officeN undeN�g ed andRtEs�Corpora eA e�af�o be�here o' affi ed dp0 RATlON has cause d these presents to be,signed by y ested by its Secretary, this 1st day of June, 1999. CAF►ITOL INDEMNiTY CORPORATION '�� Attest: � 3 � � �' /w'�%� ��00\��MNIIIINIU//jj�y� � � � � .,. ,s i�dil^.� � . �: � , . . , . . . ... �r, �io. O;q�G� . �,.�. fY � �� ,. _. � � , .� � � �� p� '�, -� l r �,,:- � . . � SEAL .. v� . .. -� . � � . , �I : � �o � � Virgillne M. SchulCe, �ecretary � � =b coAPo�nrE' e � `��' � a �� _ > ,Vi iii i STATE OF �� '� �,sop� `' � p , t u� f i�tiid�nr � ,du' ` p �, ,� — � , ' � WISCONSW . , � s �``� ' � � �� ,�,� ' : � �� , � . . � .�� . - . ��, . il�.:', I'a �� i�il�lii�' . ��/////// �� IIIIAAA�� i, .�. �� :;: . � �i1��1� h �,i'i I � \. .'� '��i��lll �i�i� ,�. .,., � I aJd.� �� //01111 i L,� I� ,, �� i�, COUNTY OF DANE y p y orge A Fait, #o me known, who being by me duly On the 1st da af June, A.d., 1999, before me ersonall came Ge � sworn, did depose and say: that he resides in the County of Dane, Sfiate of Wisconsin; that he is the Pres�dent of CAPITOL,JNDEMNITY CORPQRATION, the corporation described in and which executed the above instrument; that he � knows the seal of the said corparation; that the �eal affixed to said instrument is such corporate seai; that it was so affixed by order af the Board of Directors of said corporation and that he &igned his name thereto by like order. � C�Ci�ikx� � � � ��,,��u��uuWuuuiio,,�� .' `-'� STATE O� WISCO�ISIN l �.•,� oti% �,,� \J, [ r s .�"'. . T . � - ��U y! . _\ \ � COUNTY OF DANE ) � ,.�;, _ �ANE _ ; � F: +_ Jane F. Endres r> � = ErvoREs =` Notary Public, Dane Co. Wi "`� . _� � � � � ��i��iJl/tllllllllllt � � �� ' � �J i �� yr�� ! � � �' 200'3 , �J'' ^�, Rv P \\\ ssion Expqes AAarCh 23 � ' � � 'i �" °�o� G �. N� Commi �: ��; ,„ , � .� . CERTIFICATE ; !, the undersi ned duf elected to `the office stated belaw, naw the incumbenf in CAPITOL IND�MNITY 9 r Y 'k- CORPORATlON, a Wisconsin Corpc�ration, authorized to make this certificate, �O HEREBY CERTIFY that the foregoing attached Power of Attorney remains in full force and has not been revoked; and furthermore that the Resolution of the �.. Board of Directors, set forth in the Power of Attarney is now in force. � Signed and sealed �# the City of Madison. Dated the day of ; . � ��I��IHJ1U/ �� , � l i �� .. Q�;�� v/<//// I I��' I�i�� . . ��A �E �:U�� . . �� ; � �„ � � i'� I . � � I . . �A � � . � , .. . I'� I� I�� i I� i III �i i .. O P . . l�i ! � !��,� � I .. i i - i �u i ' �o S�AL � . . �� . � a i i V �� i i� �� iry I i . . � � �i h 1 � � I i u �� -�- Ii�b i —�i � � � �� I I � �a COf7PORATE � � �� :` _ ._ I ; �� . � � . . . � . Ib � � � �� aul J.�Brei r, T� ��u,c� x. , � � �� I ` ��III i ill a o P � �: � }.,(� � j� /yr�� , �3 . � .. ,u I I . . I � , �%j��// igCONSC'\\\\�`\`` . . , � �U�6.��:;0�❑ �lLSl;l�1�`tJ � / h� � `� � /////11111111i1U1�� ^' � ��/� C fl' f 8 � � � � U�.u�U r��.�°.'��-��v��u' This power is valid only i# the power of attorney number printed in the upper right hand corner apears in ed. pi , c co:�es '" or other reproductions are not binding on the company. In�uiries Goncerning this power of attorney may be direc ted ntl 1�@prr�l�al��;a�r at the Home Office of ttie Capfto( Indemnitv Corporation. "�.-.�.-----. �•� :--—. .—,-�. ,,�,�Y �; iJl FP� F�, `�', i�Er i�, BNGINEE�RIi�G FAX �IO, 817 $71 7854 4 r. � R" CI'TY OF FORT WORT�'i> TEX.A,S CONTR.A.CT TH� STATE OF 7EXAS KN(�W Ai.,i, MEN BY THE5� PRFSENTS c.-:QUN7'Y (�F Tl1kF.ANyT` P, � That ihis agrccment, m�de �nd entered into this JA�Iy2o��A.D. 19 by and between the � t:.1TY OF FUKT WnFt'TH, a mtu�icipa.l carporation of Tarrsnt Co�inty, Texas, or�raz�ized and existing tu�der and by v�rtue of a special charter adoptcii by tl�e qualiiiee� voters within said City of the t l`� day of December, A,D, 1924, � w,dcr the suthurity of the Constitution of '1'eYas, and in accordancc with a resolution duly passcd st a regular m�et�ug of ihe Cicy Cou��cil oF said Ci�y of Fort Wortli being hereaf�er termed O��er, and E�iGLFT()N C'O�'STKCiCTiON. INC'. hcreinafter called Cont�-actor. � � �. That f��r and in consideration of the payrnents and agreements hezeinafter mentioned to be made an�l �ert��rrried by the Owner, atid tinder the conditions expressed in the boiid bcaruig even date herewith, the said C��„tractur lierel�y agrees �vith tlie said Owner to conunei�ce and eomplete t1�e canstruction o� certain improvements described as t�llows; CUNSTRUCT�ON O�' FT,AY(�120UNn IMPROVFMENTS AT TFN PARK SJTFS 2. That the w�rk herein co�itemplated shall consist of fi�rnishing all lab�r, tools, appliances and mate��aals �I nccr.ss��ry for �he construct:ion �tnd cumpleliotl of said projeCt in accord�uce ��th tl�e Pla�as and Specifications hcrc�ofore }�rrpared by the Parks ��nd Gommunity Serviccs Uepart �f the City of Fort Worth and adopted by the City Cou,�cil of said City, as ati indapcndent contraetor, and whieh plans and specifications are incorporat�d herein by � reference. r �. � � � � Ttie �'�nrracTon c�reby agrees to �rosecute said work with reasonable di�igence After the conuneaacement chcrcuf and to fully complete snd finish thc same ready for the inspcetiou a�.d approval of thc llepart af Engineering Uirector nf� the City uf Fc>rt Vb'orth and the City Council of tt�e City of I�ort Worth within a periad of SiXTY �vORIil�[� DA,YS (GOl frum the lirne of commencui� said work; thRt said C:�ntractor shsll be entitled to an extcnSlOri Oti' said time for doing slid ��-ork for such time as he n�ay nccessarily lose dr be delayed by unavoidable acciilcnts csused hy unforeseen mattcrs over whieh said Contractor h�as no control, sucli as inclemency in thc ��cather, sets of Pruti�idencr., labor strikes and delivery of tnaterials, in all of whicl� cases the ne�tigciice nr carelessncss of chc Contractar is not contriUtiting to such dcla�. 5. S�lOU�C� t11C Contractor fail to begin the �vurk hereinprovided for within the cim.e herein ftxed or to carry on tlt�d coniplete the samc flccording to the true niea�ting of the intent �u�d tcrms of said specifications, tl�en the City shall have tbe rigiit to tdke charge of and complete the work in such a manner As it �nay deem ��roper, and if, in tl�e c�mpletiui� thereof, the cost to the said City sliall cxceed the contr�ct priee or pric�s set forth in the said lans and S�.�CCltll'�ilU115 madc � part tiereof, thu C;ontractor sl�all pay said City oii demand in wriling, s��urth�s� �,- ,pe� ifying ,an ite�uized staccment of the total cost thereot; said excess eost, ",�;} I; !�� u,;:�s -�,�� r-u �� -�� N,�,^ �J;��ti�.a� � o � I� .. ... �. ;. Cc�NTftAC•TOR'S RESPUNSIBILITY FQR T7AMAGE CI./�IMS; C��1tr�ctor coven tts L`�]d'+��1�c��tai?I?"� ; _�C _� iind cl��cs hereby indet�lnify, hold harn�less and deFend Owncr, its oftieers, Agents, serva.nts anc� ei ,�/lvyL��fram•s:,Z a�ainst ��ny and ,�ll clain�s or suits for property damage or luss ancUor personal injury, iiicluding deatll, to aiiy and all persons. of ��hatsoevrr kincl or chlr�cter, whether real or assertcd, �cising out of or in contiection wiCh, dircctly or `� -,�,� �; i� 1 Gl� F, W, DEPT. EI�G I I�EER I�IG FAX NG. 81 ?$71 7854 P, � 1�- -- -- -- �---� � indircctly, the work and services t� be perforined hezeunder by Contractor, its officers, agen.ts, employees, con�racrors, subcuntractors, licensces or invitees, whether or not cai�sed in whole or in pairt, by allcged negligenee on � ch� p�rt of' ofPicers, agetits, se.rvants, emplayees, contracfors, subcontrActozs, lieensees and invitees of the Uwnzr; �nd said C.otivactor dues hcreby covcnant and agrcc to assume all liability and responsibility of Qwner, its offtcers, a��,cncs, seivants arid zmpluyees for property darnage or loss, and/or pexsanql injuries, including death, ta sny ai�d all � persons of' ��h��ts�cver kind or eliaracter, whether real or asserted, arisisig out of or in connection with, ciixectly or ulljll��Ctly, tlie work and scrv'sces to be per�ormed hereundcr by Contractor, its ofiicers, agents cmployees, � contracturs, subconrractors, licensees and invitecs, whetlier or not caused, in whole or in part, by allegcd nzgligence: uf ufticers, a��r.nts, servants, employees, C�ntr�1C[OTs, sul�contr�ctars, licensees or invitees of t]�e U�vner, Gontraetor l.i�c�a-ise covenanis and �{grees to, atid dues hcrcby, iiidemnify and hold harmless C3wner fi�om and against any and a!I i�ljuries, ]os� or damages to propurry of the 4wner duran� thz perfonnance of �ny of the terms aud conditions of chis Cc��irract, whetl�er srisuig out of or ui conncction witli or rc:sulting fron�, in whole or in part, any and all alleged � acts or uiiussions uf n!'ticers, agen�s, servants, eraployees, contractors, subeontractazs, liceusees, or im�itees of thc Q«�ier. �', Til [Il� ��'Ellt R��'l��t'iEl] CiI�IIT� fOi dslsl3�*e6 0.g3inst thC COt1fTaCtOr OT' 1tS SubCO2Y(TBCtOCS Ie�tri3 Lltl3Zl��6d ttt � �he timc a11 «•ork oi3 tlie project has been completed to the satisfaction of th�� D'uector of tt►e Departrnc:nt of Eri��nc�fil2�, as cvi�enced by a final inspection, final paytnent to the Con.tractor shall not bc recommei�ded by the � Uirector of tbe Uepartt»cnt uf Engincering for a period of 30 days after die clste of such final inspection, unless tl�e Cuntractur sha11 st�b�nit written eviclencc satisfactory to tlie Direc�or that tlie claim has bee�x scttlad and a relcase l�as hee�� obtained 1'rom the claimai�t involved, �, :4lrhough the claim cancerned reni�ins unsettled at the expiration of tlie flbove 30 day periud, t}�e �'� C;ontracc�r may bc deeaned to be entiticd tu a sen�i-final payme��t for work co�n,plcted, sucl� semi-ftnal ��yment to be ��Z an aniount c��u�l to thc rot;11 d�llar 9mount tl�cn dt�e lzss the dollat' VAll1C 4f gIly Writken. cl.�ims pendii�g against tl�e Contractur arising oi�t c�f die perforrrk�nce of sueti work, and such sems-fina! payment may then be recommended by �; che n;reccur, '�p Th� Director shall not reconunencied 4'inal payment to a Cont.ra�tor against whom such a clai.nt for dainages ,s nu�st��iiding fc�r a periud of six montli following the da�e of tlie acccptance of tl�c work pexfarmed unless the Con�ractor submits e�-idence in writing satisfactory to t�ac llirector that: 1. Tl�c clai,n has been settled and a release has been obrAined frorn the clai.znant involved; or ?. Go�id faith efforts h.�We been mscle to settle such ot�tstanding claims, and such go�d faith efforts have failed. � fa if cunditiou 1 al�o��e is mct at any time wittun the six month period, the Director sha11 reeommend khat the ti�lal pay��i�cnt tu thc C:onh�actuc be made. If conditiot� 2 abov� is met at atty tin�c within tlie six month period, tite T�ircCiUC l�lay cecomrci��id that the final payment to the ContrActor bc made, At the exnu�ation of the six month �,cr�od, thc llirector ii��y recununend thr�t fina] payment bc made if all other work has been performed and al! other �ihlieatiot�s of thC C'ontrxctor havc. beeii n�ct to t�ie satisfaction of the llirect�r. l'he Uirector n�ay, if he dccn�s it appropri�tta, refiise to acccpt bid a�i ather Department of Engiiieering con�r�ct «��Tk fr��m a Conn�actur against whona a claiin fvr daniages is outsta��ding As a result of w�rk performcd undcr a City Contract. �, 1'he C�ntractor agrees, on the exceutbion of the Contract, and before beginc►ii�g work , tu niake, �xecutc �,,,, and dcliver to a,iid c:.ity of Fort Wo�th guoci and sufflcient s�uety bonds for ti�e fai�hfi�I perforn�lnce �f thz terms and S�ipulacioris ��f thc contrsct, includin� the cxhibit attached hereto aiid madc a p�.irt hcreof and such bonds shyll be 100 ��ercrn� of tl�c tucal contract price, a��d the said s«rety sl,alt bz � surcty cumpany duly a�id legally authorized to do � busi ness in lhe StalC of Textt3, and acceptat�lc to the City Council of the City of Fort Vdortii, __.._..�-- �' 8. � � � .' � �'� � �' I I(`� : C; ( D , �� .; u��';�s 6,,I� G 0 _,� _�'�'�' ��':: �e?�L� �i� � � r-.;��Wo �15L�. ` �"Co �y�;'!�_ ,�... -_:—:--�:��: ��i�:�"; :��!��,: PNi F,'1��, DEFT, EI�GI�IEERI�IG FAX i�0, 817 $71 7854 P, 4 �� Said C:ity agrees and binds itself ta pay, a�d tk�e said Coxxtzactor agrees to receive, for all the aforesaid �. ork, �uld for t�ll additions t�iereto or deductiw�s therefrom, the price sl�ovv�7 on the pro�osal submitted by the "" succ.essful Uidder k�ereto :�ttflched and tnade a�art hereof, 9, � � �� It is f.iuthcr ry�reed that Che {?erformance of this Cunfxact, eithar in wbole or ui part, sb�al� not be sub�et ur assi�ncd eu anyonc else by stiid Cont�actor withc�ut the written consent ofthe Deparuiient o��zzginearing Dircetor of satd Citv ufFnrl V4'ortla. � � ° a ��.��`� �� ll�F11RTA1�NT Or ENGiNE�R1NG ufR.ECTUk � -� — CIT�' UF F 0 -- � � ��' B)�: � / . `--� C'ITY 1LIANAGER � �, .�;C-ct / �... �-o� 5 �Lc�: �.... ' CONTR.AC'�nR \ �, � �^�� - � �� ,,, T.1.TL.E �5 :�U �.� .: ��'+�'�- AnDxEss x F� . �1��vembcr 19(i0 Revi,ed \o�'embcr 1�>$2 Rc�•iszd May 19�+(i l�Ze�-iscci Uctol�ci- 1�S`7 G-�— Thc Cutltractor ;igrees to pay at least minimum wage per hour for a�� tabor as the sa.m,e is classified, prun�ul�ated ttnd se.t ou[ by the City of Fort Wot�h, Texas, a copy of which is attacl�ed hereto and made a pact hereof chc same as if it wcre c��pied verbatim hcre.zn, 11. Il is muriu�lly a�rccd ai�d undcrstoud that this agreement is made and e.ntered into by the partxes hereto with rci'rrence to thr existing Chartcr �t1d Qrdinances of the City of Fort Workh and the l:t�vs af th� State of Tr.x�s with refercncc t�� aild Koverning ali �tlattcrs ;�ffecting this Go��tract, atYd the Contractor a�recs ta fully comply witli all the pr�visiou� ot�thc sasz�c. i\ �VTTNLSS WfI�REnF, the City of Fort Worth has caused this instrument to be sigz�e.d in triplicate in its n�m� ancl un its bth�lf hy the City Manager and attested by its Secretary, with t��c earporate scal of the City of Port �� n��th a�t,7C11C�. TI1C C.Gtl%fclGtor h8S BX�Cut�l� fI11S 1l1StIUIT1et1C 1IJiOu�t1 1tS CIU1y ��1iZ10C1Ze(� nfC1C�CS 111 G counterparts �vith it rin'I�orate s��l attached. �C Uunc in Fort `�rqcth, Tcxas, this the��day o�, A,D,,� �� RFC'OvIT1F.NDE]� BY �� % � �� '��, ��a A�PRo�v�n � �� P S ANI7 COMMUNITY SFRVICES DIR�.cTOie �'-�f, � ��i;� n� / CITX SECRL-�'TARYo�o�2��d� _ � '� � S�AL ��r��rnct Authorization �'��'Q� Dat� •��, r; ; 4 APPR V�D AS TO ORM AND LEGA'LITY + GITY ATTOI�FV ,� ;, ��j� G�:� G'�C�'J�� ,z ;I t� �R ��'�i� e r� ll . � (�i'�.�,�!�"�. ��o City of Fort Worth, Texas �11�A�a� An�l caun�il �C,ai»1�tun�cAtian DATE REFERENCE NUMBER LOG NAME PAGE 1/25/00 C-17835 80RENOVATE 2 of 3 SUBJECT AWARD OF CONTRACT TO EAGLETON CONSTRUCTION, INC. FOR THE CONSTRUCTION OF PLAYGROUND� RENOVATIONS AT TEN PARK SITES The PACSD recommends the base bid minus base bid Unit 2(Eastern Hills), Items 1, 2, 3, 5 and 16 (demolition items), valued at $7,109.50, and all the additional alternates listed below, submitted by Eagleton Construction, Inc. in the amount of $334,376.64, be awarded. The contract time is 60 working days. Site Diamond Hill Park Eastern Hills Park Far Northside Park Gid Hooper Park Glenwood Park Lincoln Park Marine Park Riverside Park Sandy Lane Park Terry Park Recommended Award . Base bid + add. alternates 2 and 3 Base bid items minus 1, 2, 3, 5 and 16 + add. alternate 2 Base bid + add. alternates 2 and 3 Base bid only Base bid + add. alternates 2 and 3 Base bid + add. alternate 2 Base bid + add. alternates 2 and 3 Base bid + add. alternate 2 Base bid + add. alternates 2, 3 and 4 Base bid + add. alternates 2 and 3 Total/Site $ 30, 886.27 $ 31,312.00 $ 22,881.82 $ 63,729.50 $ 46,344.40 $ 24,640.00 $ 25,920.00 $ 26,791.15 $ 33,821.50 $ 28.050.00 Total $334,376.64 Eagleton Construction, Inc. is in compliance with the City's M/WBE Ordinance by committing to 20% M/WBE participati�n onithe base bid. The City's goal on this project is 20%. This project budget is as follows: Construction Contract Contingencies DOE Inspection and Management (7%) PACSD Administration (2.5%) Change Orders (3%) , Total Construction Budget r $334,376.64 23,406.36 8,359.42 10,031.30 $376,173.72 City of Fort Worth, Texas �i��l�or A11d Caunc�l C,a�rt�»un�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE 1/25/00 E-17835 80RENOVATE 1 of 3 SUBJECT AWARD OF CONTRACT TO EAGLETON CONSTRUCTION, INC. FOR THE CONSTRUCTION OF PLAYGROUND RENOVATIONS AT TEN PARK SITES RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with Eagleton Construction, Inc. in the amount of $334,376.64 for the construction of playground renovations at ten park sites. DISCUSSION: The 1998 Capital Improvement Program allocated $863,576.00 for playground renovation at twenty park sites identified in the 1995 Parks and Community Services Department (PACSD) Play Area Renovation Plan. Of this amount, $477,496.00 had been allocated for playground renovation at eleven park sites in the PACSD Northeast Region. These park sites are: Diamond Hill, Eastern Hills, Far Northside, Gid Hooper, Glenwood, Lincoln, Marine, Riverside, Sandy Lane, Terry and Hillside. The Hillside Park portion of this renovation, totaling $58,800.00, was completed in May, 1999 through the Bank of America LEND program. An available balance of $418,696.00 is left for the remaining ten sites. An additional $50,000.00 of Community Development Block Grant funds has been allocated to Gid Hooper Park through the Model Block Program, revising the total allocated funding for the ten park sites to $468,696.00. On February 2, 1999 (M&C C-17254), the City Council approved award of a contract for design services to Kellogg Landscape Architecture in the amount of $83,130.00 for the design of playground renovations at all eleven park sites. This project was advertised for bid August 19 and 26, 1999. On August 26, 1999, the following bids were received: Bidders Base Bid Eagleton Construction, Inc. $319,761.14 Pittman Construction $342,054.77 Botanical Tech. $364,509.10 Creative 4 Construction $389,338.00 All Add. Alternates $21,725 $29,126 $25,011 $31,000 TOTAL (Base Bid (Plus All Add. Alt.) $341,486.14 $371,180.77 $389,520.10 $420,388.00 TOTAL Recommended Award $334,376.64 $355,905.77 $376,350.11 $410,913.00 The base bid includes demolition and replacement of deteriorating or hazardous equipment, and installation of concrete flatwork and accessible safety surfacing. Alternate 1 for each site was for credit should the existing equipment be removed prior to construction. The additional alternates provide for the installation of age appropriate signage for all the play areas (additional alternate 2 for each unit), as well as other site-specific equipment modifications or additions (additional alternates No. 3 and/or 4 for each unit). City. of Fart Worth, Texas �1►��r A�d L,aurtc�l C,an�n�un�cAt��n DATE REFERENCE NUMBER LOG NAME PAGE 1/25/00 �-17835 80RENOVATE� 3 of 3 SUBJECT AWARD OF CONTRACT TO EAGLETON CONSTRUCTION, INC. FOR THE CONSTRUCTION OF PLAYGROUND RENOVATIONS AT TEN PARK SITES The annual operating impact (AOI) on the General Fund, beginning Fiscal Year 2000-2001 will be: Park Site Diamond Hill Park Eastern Hills Park Far Northside Park Gid Hooper Park Glenwood Park Lincoln Park Marine Park Riverside Park Sandy Lane Park Terry Park Council District 2 4 2 8 8 2 2 2 4 2 Total Impact AOI $ 550.00 $ 200.00 $ 550.00 $ 650.00 $1,000.00 $ 900.00 $ 700.00 $ 70,0.00 $ 975.00 No impact $6,225.00 These increases in ti�e General Fund are the result of maintaining the wood fiber playground surfacing, The ten parks are located in Council Districts 2, 4 and 8. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that the funds are available in the current capital budgets, as appropriated, of the Parks and Community Services Fund and the Grants Fund. LW :j Submitted for City Manager's Office by: Libby Watson Originating Department Head: Richard Zavala Additional Informatiop Contact: I FUND I ACCOUNT I CENTER I AMOUNT � (t�) � 6183 � ' 5704 Richard Zavala 5704 � � (from) C181 C181 � C181 � C181 GR76 I C181 � C181 � c�s� � C181 � C181 I C181 541200 541200 541200 541200 539120 541200 541200 541200 541200 �541200 541200 080181048160 080181048170 080181048180 080181048210 005206122700 080181048220 080181048250 080181048260 08018104,8280 080181048290 080181048310 $30,886.27 $31,312.00 $22,881.82 $13,729.50 $50,000.00 $46,344.40 $24,640.00 $25,920.00 $26,791.15 $33,821.50 $28,050.00 CITY SECRETARY APPROVED C1TY COUNCIL JAN 25 2000 �� '� City Secretaay o£ th,e f',itv ot FnrY'V�Iox�� `�•'.x�s R s �' City �f Fo�t Wo�tli, �Texas Mayor and Council, Communication DATE 1 /25/00 SUBJECT REFERENCE NUMBER LOG NAME C-17835 80RENOVATE PAGE �► 1 of 3 AWARD OF CONTRACT TO � EAGLETON CONSTRUCTION, INC. FOR THE CONSTRUCTION OF PLAYGROUND RENOVATIONS AT TEN PARK SITES � RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with Eagleton Construction, Inc. in the amount of $334,376.64 for the construction of playground renovations at ten park sites. DISCUSSION: The 1998 Capital Improvement Program allocated $863,576.00 for playground renovation at twenty park sites identified in the 1995 Parks and Community Services Department (PACSD) Play Area Renovation Plan. Of this amount, $477,496.00 had been allocated for playground renovation at eleven park sites in the PACSD Northeast Region. These park sites are: Diamond Hill, Eastern Hills, Far Northside, Gid Hooper, Glenwood, Lincoln, Marine, Riverside, Sandy Lane, Terry and Hillside. The Hillside Park portion of this renovation, totaling $58,800.00, was completed in May, 1999 through the Bank of America LEND program. An available balance of $418,696.00 is left for the remaining ten sites. An additional $50,000.00 of Community Development Block Grant funds has been allocated to Gid Hooper Park through the Model Block Program, revising the total allocated funding for the ten park sites to $468,696.00. On February 2, 1999 (M&C C-17254), the City Council approved award of a contract for design services to Kellogg Landscape Architecture in the amount of $83,130.00 for the design of playground renovations at all eleven park sites. This project was advertised for bid August 19 and 26, 1999. On August 26, 1999, the following bids were received: Bidders Base Bid Eagleton Construction, Inc. $319,761.14 Pittman Construction $342,054.77 Botanical Tech. $364,509.10 Creative 4 Construction $389,338.00 All Add. Alternates $21,725 $29,126 $25, 011 $31,000 TOTAL (Base Bid (Plus All Add. Alt.� $341,486.14 $371,180.77 $389,520.10 $420,388.00 TOTAL Recommended Award $334, 376.64 $355,905.77 $376,350.11 $410, 913.00 The base bid includes demolition and replacement of deteriorating or hazardous equipment, �and installation of concrete flatwork and accessible safety surfacing. Alternate 1 for each site was for credit should the existing equipment be removed prior to construction. The additional alternates provide for the installation of age appropriate signage for all the play areas (additional alternate 2 for each unit), as well as other site-specific equipment modifications or additions (additional alternates No. 3 and/or 4 for each unit). M � � City of Fo�t Wo�th, Texas Mayor and Counci 1 Communication DATE 1 /25/00 SUBJECT REFERENCE NUMBER LOG NAME C-17835 I 80RENOVATE PAGE 2of3 AWARD OF CONTRACT TO EAGLETON CONSTRUCTION, INC. FOR THE CONSTRUCTION OF PLAYGROUND RENOVATIONS AT TEN PARK SITES � The PACSD recommends the base bid minus base bid Unit 2(Eastern Hi((s), Items 1, 2, 3, 5 and 16 (demolition items), valued at $7,109.50, and all the additionaf alternates listed befow, submitted by Eagleton Construction, Inc. in the amount of $334,376.64, be awarded. The contract time is 60 working days. Site Diamond Hill Park Eastern Hills Park Far Northside Park Gid Hooper Park Glenwood Park Lincoln.Park Marine Park Riverside Park Sandy Lane Park Terry Park Recommended Award Base bid + add. alternates 2 and 3 Base bid items minus 1, 2, 3, 5 and 16 + add. alternate 2 Base bid + add. alternates 2 and 3 Base bid only Base bid + add. alternates 2 and 3 Base bid + add. alternate 2 Base bid + add. alternates 2 and 3 Base bid + add. alternate 2 Base bid + add. alternates 2, 3 and 4 Base bid + add. alternates 2 and 3 Total TotallSite $ 30,886.27 $ 31,312.00 $ 22,881.82 $ 63, 729.50 $ 46,344.40 $ 24,640.00 $ 25,920.00 $ 26,791.15 $ 33,821,50 $ 28.050.00 $334,376,64 Eagleton Construction, Inc. is in compliance with the City's M/WBE Ordinance by committing to 20% M/WBE participation on the base bid. The City's goal on this project is 20%. This project budget is as follows: Construction Contract $334,376.64 Contingencies DOE Inspection and Management (7%} 23,406.36 PACSD Administration (2.5%) � 8,359.42 Change Orders (3%) 9 0.031.30 Total Construction Budget $376,173.72 � .. City of Fort Wo�th, Texas Mayor�and Council Commux�ication DATE REFERENCE NUMBER LOG NAME PAGE 1/25/00 C-17835 80RENOVATE 3 of 3 SUBJECT AWARD OF CONTRACT TO EAGLETON CONSTRUCTION, INC. FOR THE CONSTRUCTION OF PLAYGROUND RENOVATIONS AT TEN PARK SITES � The annual operating impact (AOI) on the General Fund, beginning Fiscal Year 2000-2001 will be: Park Site Diamond Hill Park Eastern Hills Park Far Northside Park Gid Hooper Park Glenwood Park Lincoln Park Marine Park Riverside Park Sandy Lane Park Terry Park Council District 2 4 2 8 8 2 2 2 4 2 Total Impact AOI $ 550.00 $ 200.00 $ 550.00 $ 650.00 $1,000.00 $ 900.00 $ 700.00 $ 700.00 $ 975.00 No imqact $6,225.00 These increases in the General Fund are the result of maintaining the wood fiber playground surfacing. The ten parks are located in Council Districts 2, 4 and 8. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that the funds are available in the current capital budgets, as appropriated, of the Parks and Community Services Fund and the Grants Fund. LW:j Submitted for City Manager's Office by: Libby Watson Originating Department fIead: Richard Zavala Additional Information Contact: I FUND I ACCOUNT I CENTER I AMOUNT CITY SECRETARY � (t�) 6183 5704 ( (from) I C181 C181 � C181 � C181 541200 541200 541200 541200 080181048160 $30,886.27 080181048170 $31,312.00 080181048180 $22,881.82 080181048210 $13,729.50 APPROVED 1/25/00 . .. . DATE 1 /25/00 SUBJECT Richard Zavala City of Fo�t Wo�th, Texas Mayor and Council, Communication REFERENCE NUMBER LOG NAME PAGE C-17835 I 80RENOVATE AWARD OF CONTRACT TO EAGLETON CONSTRUCTION, INC. CONSTRUCTION OF PLAYGROUND RENOVATIONS AT TEN PARK SITES � GR76 539120 005206122700 $50,000.00 � I C181 541200 080181048220 $46,344.40 I � C181 541200 080181048250 $24,640.00 I C181 541200 080181048260 $25,920.00 � i C181 541200 080181048280 $26,791.15 � � C181 541200 080181048290 $33,821.50 I 5704 � C181 541200 080181048310 $28,050.00 4of3 FOR THE