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Home My WebLink About025316 - Construction-Related - Contract - Chris Tractor Service. � � �. r, .-. � �, � �� -� � � , � , . , . � Q�p0.S 6 COM,pG Fo�T�c�� ' 3'"��z`� �"e`s: � ...� ,..�._ . ��:��,�,�W _ ,_._ ` � �;��r ��;��v �.�� • ,. �,,�,E� �ti � SPECIFICATIONS ' `�D CONTR CTEN(� .Y � � J I � �(��''.�e��;� '��; �,f�,�;�:;r�.n�"`� ��,ONTRACT DOCUMENTS FOR �.��c��'t�1��; �;w�;,,';; ��`; �ONSTRUCTION AND INSTALLATION OF CONCRETE CARTPATH IMPROVEMENTS ��.��.G:.e'�,ti�' ��x"p'��:"�=.;;�i'�'i;� IN � Z BOAZ GOLF COURSE PROJECT NAME, PROJECT NUMBER Z BOAZ GOLF COURSE GC16/541200/080160520070 IN THE CITY OF FORT WORTH TEXAS D.O.E. NO. 2629 KENNETH L. BARR B��B TERRELL MAYOR CITY MANAGER RICHARD ZAVALA, DIRECTOR PARKS AND COMMUNITY SERVICES PARKS AND COMMUNITY SERVICES DEPARTMENT PLANNING AND RESOURCE MANAGEMENT DIVISION 0 FUNDING OF PROJECT BY � CITY OF FORT WORTH I uf��0�81�� Q�C�� C�� Q��Y �o ��9 ��o �— CITY OF FORT WORTH PARKS AND COMMU1vITY SERVICES DEPARTMENT PLANNING AND RESOURCE MANAGEMENT DIVISION ADDENDUM NO. 1 TO THE CONTRACT DOCUMENTS FOR THE CONCRETE CARTPATH IMPROVEMENTS AT Z BOAZ GOLF COURSE PROJECT NO. GC16/541200/080160520070 Bid Opening Date: Thursday, 7uly 1, 1999 The Contract Documents for the above referenced project are hereby revised and amended as follows: ITEM 1 - SPECIFICATIONS CONSTRUCTION NOTES ADDITION 5 ....have a neat appearance and rutting on course will be filled for weekend play. 8 ....Friday only, no Saturdays, no exceptions unless pernutted in advance by Golf Course Supervisor. 10. Grassing adjacent to the newly constructed cart trail up to three feet out on either side will be the responsibility of the Golf Course. Grassing outside these boundaries and including the Staging area will be the responsibility of the contractor as a subsidiary cost of construction. 11. Golf Course Supervisor will mark irrigation lines and be. responsible for repair of shallow line repair. Contractor will be responsible for damage due to excessive excavation. ITEM 2— LAYOUT PLAN SHEET CONCRETE DETAIL Revise the #4 smooth bar to #3 smooth bar. ADD: Contraction joints shall be installed 6' OC and Expansion joints will be required 42' OC. Acknowledge the receipt of this Addend on your Proposal. By; � I id Cre , Landsc e Architecd Project Manager Release Date: June 29, 1999 C:\WP6 t�DAV IDV+DDENDU.NO2 LJ � ��1 � � L�J City of Fort Wo�th, Texas Ntayor and �ouncil �ommuni�atron DATE REFERENCE NUMBER LOG NAME PAGE 8�� 7�99 **C-17602 80PATH 1 of 2 SUBJECT AWARD OF CONSTRUCTIO� CONTRACT TO CHRIS TRA TOR SERVICE FOR CART PATH RENOVATIONS TO Z BOAZ GOLF COURSE RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with Chris Tractor Service in the amount of $169,125 for the cart path renovation to Z Boaz Golf Course. DISCUSSION: Currently, concrete cart paths exist around the golf greens and tees. The additional cart path will � connect with the existing cart path to complete the cart path system. This improvement will enhance the playability of the golf course. �•J � � On January 5, 1999 (M&C G-12430), the City Council approved appropriating funds in the amount of $300,000 for this project. The contract documents were prepared by the Parks and Community Services Department. The project was advertised for bid in the Commercial Recorder on June 8 and 17, 1999. The following bids were received on July 1, 1999. BIDDERS ��' CI C l'J' L�1' C � � Chris Tractor Service M.A. Vinson Construction Co. Westhill Construction Co. McWilliams Enterprises, Inc. Eagleton Construction, Inc. J. L. Steel, Inc. Intrepid Contractors, Inc. Ed A. Wilson, Inc. BASE $169.125 $259,800 $270,060 $272,015 $339,000 $352,480 $353,075 $411,050 TIME OF COMPLETION 60 Working Days It is recommended that the bid submitted by Chris Tractor Service in the amount of $169,125 be approved. Chris Tractor Service is in compliance with the City's MWBE Ordinance by committing to 11 % M/WBE participation. The City's goal on this project is 10%. � 0 � � � � � D � � � � � � � 1 � � ' I � City of Fo�t Worth, Texas Nlayor and Councii Communicatron DATE REFERENCE NIIMBER LOG NAME PAGE $�� 7�99 **C-17602 80PATH 2 of 2 SUB)ECT AWARD OF CONSTRUCTIO CONTRACT TO CHRIS TRA TOR SERVICE FOR CART PATH RENOVATIONS TO Z BOAZ GOLF COURSE The project budget will be as follows: � Construction Contract $169,125 Contingencies PACSD Administration (5%) 8,456 DOE Inspection/Administration Costs (10%) 16,913 Change Orders (5%) 8.456 Total Project Funding $202,950 This project will not have an annual operational impact on the Golf Enterprise Fund budget. The project is located in COUNCIL DISTRICT 3. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are available in the current capital budget, as appropriated, of the Parks and Recreation Fund. LW:k Submitted for City Manager's Office by: Libby Watson Originating Department Head: Richard Zavala Additional Information Contact: Richard Zavala FUND I ACCOUNT I CENTER I AMOUNT I (to) . I 6183 I I � I 5704 I (from) � GC16 541200 080160520070 $169,125.00 CITY SECRETARY � 5704 I APPROVED 8/17/99 � � 0 D � a a D a � U � � � � O � � D � �.�°�.T��T� . � � �� SPECIFICATIONS AND CONTRACT DOCUMENTS FOR CONSTRUCTION AND INSTALLATION OF CONCRETE CARTPATH IMPROVEMENTS IN . Z BOAZ GOLF COURSE PROJECT NAME " PROJECT NUMBER Z BOAZ GOLF COURSE GC16/541200/080160520070 IN THE CITY OF FORT WORTI3 TEXAS py,5 6 COMM t.Q,Q 5 1NTMp `Ir� 80� O�� 'r.� t � e�� .:�� -�, D.O.E. NO. 2629 KENNETH L. BARR BOB TERRELL MAYOR CITY MANAGER RICHARD ZAVALA, DIREC�'OR � � PARKS AND COMMUNITY SERVICES PARKS AND COMMUNITY SERVICES DEPARTMENT � PLANNING AND RESOURCE MANAGEMENT DIVISION FUNDING OF PROJECT BY CITY OF FORT WORTI� O a � � � D � � D � � � a a � a 0 a D Z BOAZ GOLF COURSE - FORT WORTH, TEXAS CONCRETE CARTPATH IMPROVEMENTS Approved: �_ �� - ci Zavala, Jr. 'rector, Parks and Communi ervices Department � A. Doug Rademaker, P.E. Director, Department of Engineering Recommended: � „ . .� Division Manager Department of Engineering � .� �. �/�� D�te� C .� 2 � � / � Date � � 2�/� /. Date L• � � � I� '�� `1 �� L� L�J � � L�' � � �'. � �� L�1 TABLE OF CONTENTS 1. NOTICE TO BIDDERS 2. SPECIAL INSTRUCTIONS TO BIDDERS 3. PROPOSAL 4. CITY OF FORT WORTH M/WBE ENTERPRISE SPECIFICATIONS 5. PREVAILING WAGE RATES 6. WEATHER TABLE 7. VENDOR COMPLIANCE TO STATE LAW 8. CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION 9. TECHNICAL SPECIFICATIONS DIVISION 1- GENERAI. REQUIREMENTS SECTION 01010 - Summary of Work 5ECTION 01035 - Contract Time SECTION 01100 - Alternatives SECTION 01150 - Payment To Contractor SECTION 01300 - Submittals SECTION 01400 - Quality Control SECTION 01410 - Testing SECTION 01500 - Temporary Facilities and Controls SECTION 01640 - Substitutions and Product Options SECTION 01700 - Project Closeout SECTION 01800 - Contractor's Responsibility for Damage Claims DIVISION 2— SITE WORK Section 02100 - Site Preparation 5ection 02200 - Earthwork DIVISION 3— CONCRETE 21. 12. 13. 14. 15. 16. 17. 18. Section 03300 - Cast-in-Place Concrete DIVISION 7— EQUIPMENT Section 07920 - Caulking and Sealants CERTIFICATE OF INSURANCE BIDDER'S STATEMENT OF QUALIFICATIONS PERFORMANCE BOND PAYMENT BOND MAINTENANCE BOND CONTRACT LAYOUT PLAN SHEET CONSTRUCTION NOTES L�J I,� NOTICE TO BIDDERS !EI � ,'�J L; � � � � � L�J � L�l � �� , I� Sealed Proposals for the following: CC?NSTRUCTION AND INSTALLATION OF CONCRETE CARTPATH IMPROVEMENTS FOR: Z BOAZ GOLF COURSE PROJECT NO. GC26/541200/080160520070 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 p.m., Thursday, July 1, 1999 and then publicly opened and read aloud at 2:00 p.m. in Council Chambers 2nd floor — N.E. corner of City Hall. Plans, Specifications and Contract Documents for this project may be obtained at the Park Planning section, Parks and Community Services Department, 4200 South Freeway, Suite 2200, Fort Worth, Texas 76115-1499. Documents will be provided to prospective bidders for a deposit of $�0 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 comp(y 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. 11923, 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 thar� 5:00 P.M., five ciiy business days after the bid opening date, exclusive of the bid opening date. The bidder shali submit documentation at the reception area of the Department of Engineering, 2"d floor, City Hall, and shal( obtain a receipt. Such receipt shall be evidence that the documentation was received by the City. Failure to comply sha(i render the bid non-responsive. The following iist is provided to assist bidders in obtaining the services of M/WBE vendors qualified to provide such services/mater�als 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 Half. Services/materials for this aroiect are as follows: site prep earthwork concrete flatwork clearing/grubbing seeding steel rebar cushion sand hauling expansion joints concrete finishing The City's minimum M/WBE goal on this project is 10% of the total doilar value of this contract. � C�J '� L�J The City wi!! 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 Z Boaz Pro Shop — 3200 Lackland Road on Thursday, June 17, 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 ot the M/WBE Ordinance. p 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 unti! the expiration of 49 days from the day bids are opened. The award of contract, if made, will be within 49 days � after the opening of bids, but in no case wil! the award be made until all necessary investigations are made as to the responsibility of the'bidder to whom the contract wil! be awarded. u � RlCHARD ZAVAl.A, JR., DIRECTOR PARKS AND COMMUNITY SERVICES DEPARTMENT BOB TERRELL CITY MANAGER � LJ By: D vid reek, La scape Architect QJune1 1999 , LJ '� u � '� � LJ' � June 10, 1999 Fort Worth, Texas GLORIA PEARSON CITY SECRETARY Telephone (817) 871-5745 ��I �J L�I '� L�J �� u � L�J �� L+�J L�J u � '� �� SPECIAL INSTRUCTIONS TO BIDDERS BID SECURITY: Cashier's check or an acceptable bidder's bond payable to the City of Fort Worth, in an amount of not less than 5 percent of the largest possible total of the bid submitted must accompany the bid, and is subject to forfeit in the event the successful bidder fails to execute the contract documents within ten days after the contract has been awarded. To be an acceptable surety on the 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 proposal$ 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 anproximate only and will be used for the purpose of comparing bids on a uniform basis. Payment will be made to the Contractor for only the actual quantities of work performed or materials furnished in strict accordance with the Contract Documents and Plans. The quantities of work to be performed and materials to be furnished may be increased or decreased as hereinafter provided, without in any way invalidating the unit prices bid or any other requirements of the Contract Documents. 3. ADDENDA: Bidders are responsible for obtaining all addenda to the Contract Documents prior to the bid receipt. Information regarding the status of addenda may be obtained by contacting Parks and Community Services Department telephone number indicated in the Notice to Bidders. Bids that do not acknowledge all applicable addenda may be rejected as non-responsive. (See Item G in the Proposal.) 4. AWARD OF CONTRACT: 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. SPECIAL INSTRUCTIONS TO BIDDERS -1- LJI � 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 Docutnents, liquidated damages shall be O charged as outlined in General Provisions, Item 8.6 Failure to Complete Work on Time of the Standard Snecifications for Street and Storm Drain Construction of the City of Fort Worth, Texas. �,�1 u C�J �� u � � � l�l �� u � ��J L�1 5. PAYMENT_ PERFORMANCE AND MAINTENANCE BOND: The successful bidder entering into a contract for the work will be required to give the City surety in a sum equal to the amount of the contract awarded. The successful bidder shall be required to furnish bonding as applicable in a sum equal to the amount of the contract awarded. The form of the bond 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 tlze 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 Claseout, 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 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 wnich are interested in any litigation against the City. Should any surety on the contract be determined unsatisfactory at any time by the City, notice will be given to the contractor to that effect and the contractor shall immediately provide a new surety satisfactory to the City 6. LIOUIDATED DAMAGES: The Contractor's attention is called to Part 1- General � Provisions, Item 8, Paragraph 8.6, Standard Sneciiications for Street and Storm Drain Constnzction of the City of Fort Worth, Texas, conceming liquidated damages for late completion of projects. � SPECIAL INSTRUCTIONS TO BIDDERS -2- l�J LwJ '� u i� � � � � i� LJ � 7 EMPLOYMENT: All bidders will be required to comply with City Ordinance No. 7278 as amended by City Ordinance No. 7400 (Fort Worth City Code Section 13-A-21 through 13-A-29) prohibiting discrimination in employment practices. 8 WAGE R.ATES: 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 deternuning 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 Workexs 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 601g, 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. � � f� �� "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 blanlcs 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 D Worth Ordinance No. 11923, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. You may obtain a copy of the Ordinance from the Office of the City Secretary. � SPECIAL INSTRUCTIONS TO BIDDERS -3- � I`�� L�J � I;� u � � l�7 L�■J L�J �� 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 Deparhnent 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 proj ect. Such Letters of Intent or executed agreements shall include the following information: l. 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. Throughaut 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 Particination Renort Form must be submitted monthly until the contract is coznpleted. 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/t�'BE firm has been utilized. Tf 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 aroof of navment to the M/WBE r'"� subcontractors and suppliers only. The M/WBE Offce will accept the following as �,j proof of payment: LiJ � �� 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 Scape 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 this letter. SPECIAL INSTRUCTIONS TO BIDDERS -4- � ,'1 I�1 L�J L�1 � � � � � � ,�, I�I L� � i� l�i L�J LJ L�J � • If the Contractor foresees a problem with submitting participation reports and/or proof of payment on a monthly basis, the M/WBE Office should be notified. If the Contractor wishes to change or delete an M/WBE subcontractor or supplier, adhere to the following: ' 1. Immediately submit a Reauest for Anoroval of Chan�e Form to the M/WBE Office explaining the request for the change or deletion. 2. Tf the change affects the committed M/WBE participation goal, state clearly how and why in documentation. a. All requests for changes must be reviewed and pre-approved by the M/WBE Office. b. If the Contractor makes change(s) prior to approval, the change will not be considered when performing a post compliance review on this project. • Upon the Contractor's successful completion of this. proj ect, and within ten days after receipt of final payment from the City of Fort Worth, The Contractor will provide the M/WBE Office with a Final Particination Rebort 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 MinoritylWomen Business Enterprise (M/WBE) on the contract and payment therefore. Contractor further agrees to permit an audit and/or examination of any books, records or files in its possession that will subst,antiate the actual work performed by an M/WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal, state or local laws or ordinances relating to false statements; further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result on the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three years. 13. PROTECTION OF TREES. PLANTS AND SOIL:, All property along and adjacent to the Contractor's operations including lawns, yards, shrubs, trees, etc., shall be preserved 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 nermit can be obtained bv callin� the Forestry Ofiice 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 Contractor shall be assessed using the current formula for Shade Tree Evaluation as defined by the SPECIAL INSTRUCTIONS TO BIDDERS -5- l�J � 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. � � 14. � � � � � 0 � L#J f, �� u � � L�J � I� To brevent the snread of the Oak Wilt fun�us. all wounds on Live Oak and Red Oak trees shall be immediatelv sealed usin� a commercial nruning naint. This is the onlv instance when brunin� naint�is recommended. BIDDER'S STATEMENT OF OUALIFICATIONS A. QUALTFICATION 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 frm 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 f rm to be completely 100 percent responsible for fulfilling all aspects of the contract bonds. Other firms and employees that may be involved in their joint venture wi11 be treated by the City under the contract as if they were employees or subcontractors of your firm. Other than those firms noted in the contract as a part of the joint venture, no other firms will be allowed to participate in the joint venture without written consent from the City. 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 af�ernoon prior to the alert day. On designated Ozone Alert Days, the Contractor shall bear the responsibility of being aware that such days have been designated Ozone Alert Days and as such shall not begin work until 10:00 a.m. whenever construction phasing requires substantial use of motorized equipment. However, the Contractor may begin work earlier if such work minimizes the use of motorized equipment prior to 10:00 a.m. If the Contractor is unable to perform continuous work for a period of at least.seven hours between the hours of 7:00 a.m. - 6:00 p.m., on a designated Ozone Alert Day, that day will be considered as a weather day and added onto the allowable weather days of a given month. SPBCIAL MSTRUCTIONS TO BIDDERS -6- 16. WORKERS COMPENSATION INSURANCE COVERAGE: Contractors compliance a with Workers Compensation shall be as follows: A. Definitions: Q � 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 Q project until the contractor's/person's work on the project has been completed and accepted by the governmental entity. Q 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 �y 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 q 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 or food/beverage vendors, office supply deiiveries, and delivery of portable toilets. B. The contractor shall provide coverage, based on�proper reporting of classification 4' codes and payroll amounts and iiling 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. Q ' •- 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 covera e rior to that erson be innin work on the ro ect so (} g�P P g g P J � -- 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 o coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. [I SPECIAL INSTRUCTIONS TO BIDDERS -7- � -x- � �jy' PROPOSq� ' 1�- aTo: �x. BOB TERRELi City Mana�cr Fort Worth, Toxas QFOR: CONSTRUCTION AND 1NSTALLATION �F CONCRETE CARTPATH IMPROVEMENTS FOR: Z BOAZ GOLF CQURSE PROJECT NO. GC 16/541200/08016QS24070 � Pursuant to the foregoing "Notice to Bic3ders," the undersigned has thoroughly examined the plans, specifications, and the site, understands the amount of work to be done, and hereby proposes to do a11 the work and furnish a111abor, �equipment, and materiats n��essary to fully complete all the work as provided in the plans and specifications, and sutaject to the inspection and approval of the Parks and Community Service Department Director of the City of Port Worth. � The "approximate quantity" cate�ory is for information purposes only. The Contractor shalI be paid on the basis of actual installed quantities unless indicated as a lump sum bid item. Additionally, the Contractor shall be awaze ihat the � Proposal a�ntains both Lump Swm �aiid Unit Price items. Upon acceptance of this proposal by the City Council, thc bidder is bound to cxecutc a contract and furniah, if �} applicable, Performance, Payment, and Maintenance Bonds approved by the Ciry of Fort Worth for perfornung and U comple4ing the said work within the time stated and for the following sums, ta-wit: . �� PAY j`� tTEM „ �,,,� Unit One � t. Oy � � . D �� D � � � APPROX. �UANTITY BASE BID DESCRIPTiON OF ITEMS WITH BID PRICE V�RITTEN IN WORDS 14000 LF Six (6'} Foot Widc Concrete Carc Path @ mr�r�t�r� Dollars & nm Ce�ts per LF 2. 300 SF 3. Concrete Flatwork @ mw� Dollazs & No Cents per SF 300 SF C�ncrete Demolition @ nnrF Dollars & SEVENTY FIVE CentS per SF Total BAse Bid UN1T PRICE $ 12.00 $ 2.00 $ 1.75 0 TOTAL AMOUNT BID .: �11 1� S 600.00 � � � 5�..� n � 169,125.00 � A. � B. D l�l � C. •l r .. This cantract is issued by an organization which qualifies for extmption pursuant to the provisioa�s of Artic[e 20.04 (F) of the Texas Limited Sales, Excise and Use Tax Act. The Contractor performing this contract may purchase, rent or lease all matcrials, supplies, equipment used or consurned in the performance of the contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate complying with Statc Comptroller's ruling tax, said exemption cert'sficatc complying with State Comptroller's ruling #95-0.07. Any such exemptian certificate issued by the Contractor in lieu of the tax ahalZ be subj�ct to the provisions of the State Comptroller's ruling #95.09 as amended to be eifective October 2, 1968. The undersigned assures that its employees and applicarrts for ernplayment and those of any labor organiution� subcontractor or employmcnt agency in either fumishing or reftrring employee applicants to the undersigned are not discnminated againsi as prohibited by the terms of City Ordinance 7278, as amended by City ordinance 7400 (Fort Worth City Code Seciions I3-A-21 ihrough 13-A-2�), prohihfting discrimination in employment pracricea. D. The undersigned agrces to completc aII work cavercd by these contract documents within Sixtv {¢Q� Worki�,Q Days 0 after the date far com�encing work as set forth in the Nouce to Procted to be issued by tiu Owner and to pay not less than the "Prevailing Wage Rates for Strect, Drainage ar�d Utility Constru�siori" as est�btished by the Ciry of Port Worth, Texas cffective Novcmbcr 30, 1990. O E. L1 � F � G. � ,� !� a Within tcn { lOj days of receipt of notice of acceptance of this bid, the undersigned will ex�cute the fomtsl contract and will deliver applicabte Surety Bonds for the faithful performance of this contract. The attached deposit check in the sum of S_Dotlars (S i 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 thc contract and applicable bonds are not exxuted within :he time �et forth, as Iiquidated darnages for delay and additional work caused thereby. In the case of ambigaity or lack of cleamess in stating prices in the Propasal, the City reserves the right to adopt tht most advantageous price for constrvcteon thereof to the City or to reject the proposal. Receipt is h by aclmowledged of the following addenda: No�. ( � No. 2 Na. 3 No. 4 Respcctfuily subrnitted, CHRIS' TRACTOR SFRVI�� {Compa l�tame) � � By (Authorize3� ig ature) Date: JUNE 23, 1999 Di�ddress: 212 E. LEE AVE ' . : •:� .�: L'] LJ � Taiephone: ( g 17 ) 5 9 6- 5 317 SEAL (if corpc�ration) r .- � �� L�J � �, � City of Fort Worth Minority and Women Business Enterprises Speci�cations SPECIAL INSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY IIf the total dollar of the contract is $25,000 or more,� the M/WBE�.goals are� applicable. If the total dollarl value of the contract is �less than $25,000, the M/WBE� ��'als are not applicable. .�. - � POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority/Women Business Enterprises (M/WBE) in the procurement of all goods and services to the City on a contractual basis. The objective of the policy is to increase the use of M/WBE firms to a � level comparable to the availability of qualiiied M/WBEs which provide goods and services directly or indirectly to the City. �� M/WBE PROJECT GOALS The City's MBE/WBE minimum goal on this project is 10 %of the total base bid dollar 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: � � L�l r� L! lJ L] 1. Meet or exceed the above stated minimum M/WBE goals, or; 2. Good Faith Effort documentation, or; 3. Waiver documentation. SUBMITTAL OF REOUIRED DOCUMENTATION, The applicable documents must be submitted by the bidder to the contracting department, within the time allocated, in order for the entire bid to be considered responsive to the specifications. 1. M/WBE Affidavit Statement: 2. M/WBE Utilization Form: 3. M/WBE Goals Waiver Form: 4. Good Faith Effort Form: received with the bid documents on bid opening date. received by 5:00 p.m., five (5) City business days after bid opening. received by 5:00 p.m., five (5) City business days after bid opening. received by 5:00 p.m., five (5) City business days after bid opening. FAILURE TO COMPLY WITH THE CITY'S M/WBE FORDINANCE; WILL RESULT �IN THE BID BEING CONSIDERED NON=RESPONSIVE TO SPECIFICATIONS Any questions, please contact the M/WBE Office at (817) 871-6104. Rev.9/02/97 � � L� � City of Fort Worth . Minority and Women Business Enterprises Speci�cations Affidavit Statement QProject Name: Z BOAZ GOLF COURSE � Pro�ect No:GC16/541200/080160520070 J City's Goal: � L�°i � � FAILURE TO SUBMIT THIS COMPL�TED AFFIDAVIT VVITH TI�€E BID, AT BID OPEIVING, SHALL RESULT IN THIS BID BEING CONSIDERED NON-RESPONSNE TO SPECIFICATIONS. The undersigned bidder hereby certifies that it/he/she wilf compiy wit6 the City's M/WBE Ordinance and the specifications of this bid in the following manner: [check the most appropriate number(s)] �� I. � THE MBE/WBE PARTICIPATTON WILL MEET OR EXCEED THE STATED GOAL, WILL COItiiPLETE MBE AND WBE UTILIZATION FORM 2. � THE MBE/WBE PARTICIPATION WILL BE LESS THA,� THE STATED GOAL, WTLL COMPLETE GOOD FAITH EFFORT FORM. 3. , NO MBE OR WBE PARTICiPATION, WILL COMPLETE GOOD FAITH EFFORT � FORM. 4. „ NO SUBCONTR.ACT OR S PLIER OPPORTIJNITIES AVAILABLE, WILL COMPLETE PRIME CONT�ACTOR WAIVER FORM. � � a �1 � � � � D � � Authorized Signature OWNER Title CHRIS' TRACTOR SERVICE Company Name 212 E. LEE AVE. Address WEATHERFORD TX 76086 City/State/Zip Code CHRIS M. HAMMETT Printed Signature Contact Name and Title {if different) 817-596-5317 Contact Telephone Number(s} 817-59h-Rh�h Fax Number I JULY 1, 1999 Date R�V. 9/27197 � L� ATTACHMENT iA Page 1 of 2 � CITY OF FORT WORTH MINORITY AND WOMEN BUSINESS ENTERP ��TS��EC �F�ICATIONS � MBE/WBE UTILIZA�'�t�T ? p� 12 1`f �.l LJ �•l ��l U �� L�l ��■J .L■J L�J L�1 L�J � � � � � CHRT�' TRAI'TnR SFR�TT('�F' Prime Company Name Z BOAZ GOLF COURSE Pro�ect Name CITY'S M/WBE PROJECT GOAL: 10/ n J�I��.': �.� _ ��. � Bid Date GC16/541200/080160520070 Project Number CITY'S PERCENTAGE ACHIEVED: The undersigned bidder agrees to enter into a formal agreement with the MBE and/or WBE firms for work listed in this schedule, conditioned upon execution of a contract with the City of Fort Worth. The willful misrepresentation of facts is grounds for consideration of disqualification and will result in the bid bein� considered non responsive to specifications. Company Name Contact Name, Address, Telephone No. FT. WORTH LUMBER CO 9101 SOUTH FREEWAY FT. WORTH TX 76140 817-293-5211 RUSSELL WB�r Cert (*) A�ency MBE Scope of Specify Dollar Vt�ork Tier (**) Amount LUMBER & REBAR 1 17,072.90 (•) Acceptable certifying agencies, please specify: {NCTRCA) North Central Texas'Regional Certiftcation Agency (TXDOT) Texas Deuartment of Trans�ortation (Highwav Division) (*')Only first and second tier acceptable M/WBE'S MUST BE LOCATED IN THE NII�fE (9) COLJNTY • MARKETPLACS OR CURRENTLY DOING BUSINESS IN THE MARKETPLACE AT TIME OF BID. THIS FORM MUST BE SUBMITTED BY THE MANAGING DEPARTMENT BY 5:00 PM, FIVE (5) CITY BUSINESS DAYS AFTER BID OPENING tuY. sno�� L! I■ ATTACHMENT lA Page 2 of 2 � CiTY OF FORT WORTH MiNORITY AND WOMEN BUSINESS ENTERPRISE SPECIFICATIONS a MBE/WBE UTILIZATION . a Co�1t�any Na��. Cor1tact N��me, �g� r Cert (*) SC�pe of �pec Dollaz Address, and�eleprione No. - WB� A�enc,y Work Tier (�) Amount l�l � L!� L�J ��J 0 The bidder fiirther agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by alI subcontractors, including MBE(s) and/or WBE(s) on this contract, the a payment therefore and any proposed changes to the original MBE(s) and/or WBE(s) arrangements submitted with the bid. The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed by the MBE(s} and/or WBE(s) on this � contract, hy an authorized officer or employee of the City. Any willful misrepresentation will be grounds for terminating the contract or department from City work for a period of not Iess than three (3) yeazs and for � initiating action under Federal, State or Local laws concerning false statements. aA Es an ST BE CERTIFIED BY THE CITY BEFORE CONTRACT AWARD .''`� CHRIS' TRACTOR SERVICE aAuthorized SignattYre Company Name OWNER � Title Date �� JULY 6, 1999 Rov. 8l20/97 � � � LI L�J ' �J u � �!1 L�J � '� � L�J LiJ � L�J �� CITY OF FORT WORTH HIG�iWAY CONTRUCTION PREVAILING WAGE RATE FOR I999 CLASSIFACTION AIR TOOL OPERATOR ASPHALT RAKER ASPHALT SHOVELER BATCHING PLANT WEIGHER � CARPENTER CONCRETE FINISHER-PAVAIG CONCRETE FINISHER-STRUCTURES CONCRETE RUBBER ELECTRTCIAN FLAGGER FORM BUILDER-STRUCTURES FORM LINER-PAVIl�iG & CURB � FORM SETTER-PAVING & CURB FORM SETTER STRUCTLTRES LABORER-COMMON LABORER UTII�ITY MECHANIC OILER SERVTCER �AINTER-STRUCTURES PIPE LAYER BLASTER ASPHALT DISTRIBUTOR OPERATOR ASHPALT PAVING MA.CHINE BROOM OR SWEEPER OPERATOR BULLDOZER CONCRETE CURING MACFIINE CONCRETE FINISHING MACHINE CONCRETE PAVIIIG JOINT MACHINE CONCRETE PAVII�tG JOINT SEALER � CONCRETE PAVII�tG SAW CONCRETE PAVIl�TG SPREADER SLIPFORM MACHINE OPERATOR CRANE, CLAMSHELL, BACKHOE, DERRICK, DRAGLINE, SHOVEL FOUNDATION DRiLL OPERA.TOR CRAWLER MOUNTED FOUNDATION DRILL OPERATOR TRUCK MOUNTED FRONG END LOADER MILLING MACHINE OPER.ATOR � MIXER MOTOR GRADER OPERATOR FINE GRADE MOTOR GRADE OPER.ATOR HOURLY RATE $9.00 9.55 8.80 l I.SI 10.30 10.50 9.83 8.84 15.37 7.55 9.83 9.00 9.24 9.09 7.32 8.94 12.68 10.17 9.41 11.00 8.98 11.50 10.29 10.30 8.72 10.74 9.25 11.13 10.42 9.00 10.39 10.50 9.92 11.04 10.00 11.83 9.96 8.62 I0.30 11.97 10.96 LJ �~ L�J LJ � � � L�J I� � � �� u L�J � � ul'� L�I � CITY OF FORT WORTH HIGHWAY CONTRUCTION PREVAILING WAGE RATE FOR 1999 CLASSIFACTION PAVEMENT MARKING MACHIN'E ROLLER, STEEL WHEEL PLANT NIIX PAVEMENTS ROLLER, STEEL WI�EL OTI�R FLATW��EL OR TAMPING ROLLER, PIIEUMATIC, SELF-PROPELLED SCRAPER � SCRAPER TR.ACTOR-CRAWLER TYPE TRACTOR PNEUMATIG � TR.AVELING MIXER WAGON-DRILL, BORING MACHINE . REINFORCTNG STEEL SETTER PAVING � REINFORCING STEEL SETTER STRUCTURL�S STEEL WORKER STRUCTURAL SPREADER BOX OPERATOR WORK ZONE BARRICADE TRUCK DRIVER-SINGLE AXL.E LIGHT . TRUCK DRNER SINGLE AXLS HEAVY . � , , TRUCK DRIVER-TANnEM AXLE SEMI TRAII. ER TRUCK DRNER-LOWBOY/F'LOAT TRUCK DRNER-TRANSIT M1X • • TRUCK DRNER-WINCH - 'VIBRATOR OPERATOR-HAND TYPE WELDER 2 � HOURLY RATE 7.32 9.06 8.59 8.48 9.63 10.58 9.15 8.83 12.00 I3.21 13.31 14.80 10.00 7.32 8.965 9.02 8.77 10.44 9.47 9.00 7.32 11.57 � � � �1 � � � � � � I � � �� I � � �� I WEATHER TABLE MONTH JANUARY FEBRUARY MARCH APRIL MAY � JIJNE JULY AUGUST SEPTEMBER OCTOBER NOVEMBER DECEMBER AVERAGE DAYS RAINFALL (1) 7 7 7 9 8 6 5 5 7 6 6 7 INCHES R.AINFALL (2) SNOW/ICE PELLETS (3) 1.80 2.36 2.54 430 4.47 3.05 1.84 2.26 3.15 2.68 2.03 1.82 1 * � 0 0 0 0 0 0 0 0 * ANNUALLY 80 32.30 1 (1) Average normal number of days rainfall, 0.01" or more. (2) Average normal precipitation. (3) One inch (1") or more. * Less than one-half inch (1/2"). Unseasonable weather is defined for contract purposes as rain/snow days which exceed the average number of days or inches of rainfall in any given month. This table is based on information recorded at the former Greater Southwest International Airport, Fort Worth, Texas, covering a period of 18 years. Latitude 32° 50' N, Longitude 97° 03' W, elevation (ground) 537 ft. C�� 0 � u � l_�J � 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 coiporate 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 l�idder in order to obtain a comparable contract in the State in which the non-resident's principal place of business is located. The appropriate blanks in Section A must be filled out by all out-of-state or non-resident bidders in order for your bid to meet specifications. The failure of out-of-state or non-resident contractors to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Non-resident vendors in (give state), our principal place of business, are required to be percent lower than resident bidders by state law. A copy of the statute is attached. � � Non-resident vendors in (give state), our principal place of business, are not required to underbid resident bidders. aB. Our principal place of business or corporate offices are in the State of Texas. � � BIDDER: � (please print) � � i� LJ � LJ LiJ (please print) (please print) � Please Check or mark with an "X" : Company Signature: Title: City State Zip THIS FORM MUST BE RETURNED WITH YOUR OUOTATION VENDOR COMPLIANCE TO STATE LAW L�J � � STATE OF TEXAS � Pursuant to Article 8308-3.23 of Vemon'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 . � C�1 �� J � ' �J � � � L■J u COUNTY OF TARRANT CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW CONTRACTOR By: Title Date § §� . BEFORE ME, the undersigned authority, on this day personalty 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 LTNDER MY HAND AND SEAL OF OFFICE this day of , 19 _. Notary Public in and for the State of Texas 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. L■J L�J'� r� I 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- � � � � � � � � � � � �� TO THE EM-PLOYEI�/CONTRACTOR: Pursuant to Texas Worker's Compensation Commission Rule 110.110(d)(7), a contractor engaged in a building or construction project for a government entity is required to post a notice on each project site informing all persons providing services on the project that they are required to be covered by workers' compensation insurance. The notice required by this rule does not satisfy other pos�ing requirements imposed by the Texas Workers' Compensation Act or other Commission rules. This notice must: (1) be posted in English, Spanish and any other language common to the employer's employee population; (2) be displayed on each proj ect site; (3) state how a person may. verify current coverage and report failure to provide coverage; (4) be printed with a title in at least 30-poin� bold type and text in at Ieast 19-point normal type; and , (5) 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. r� r.� c� e� c� r� o c� c� c� c� o o c� �� c� � Q REQUIRED WORI�ERS' COMPENSATIDN C OVERAGE 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 an employer's failure to provide coverage. � � � � � � � � � � � � � � � � � � � CUBERT�JRA REQUERIDA DE C 4MPENSACION PARA TRABAJAD ORE S 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 proporcionan, cargan, entregan equipo o materiales o proporcionan mano de obra, transportan, o cualquier servicio relacionado con este proyecto, sin considerar la identidad del patron o estado del empleado. Llame a�a Comision Tej ana de Compens-acion para Trabaj adores al 512- 440-3789 para recibir informacion de los requerimientos legales de cobertura, para verificar si su patron le ha proporcionado la cobertura requerida o para reportar falta del patron en proporcionarle cobertura. � � C� ��l L�J � L�J � u L�1 TECHNICAL SPECIFICATIONS DIVISION 1- GENERAL REQUIREMENTS SECTION 01010 - SUMMARY OF WORK The contractor shall supply aIl superintendence and shall perform aII work and fizrnish aIllabor, equipment, materials and incidentals necessary and complete aIl work as described in the plans and specifications. All construction and other work shall be done in accordance with the best engineering and construction practices for the skill or trade involved. The work to be accomplished under these plans and specifications includes: Z BOAZ GOLF COURSE — 3200 Lackland Road (MAPSCO 74 J) 1. Earthwork 2. Site Preparation 3. Concrete Flatwork 4. Select Concrete Demolition 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 Contractor shall be responsible for construction layout and stake lines and grades in order to complete work as described in plans and specifications. 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 ptzblication, this publication shall govern. In case of conflict between plans and specifications, the plans shall govern. A copy of the Standaxd Snecifications for Street and Storm Dram Construchon can be purchased at the office of the Transportation and Public Works Department , 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort D Worth, Texas. � �1 The Contractor shall secure all permits and licenses, pay all charges and fees, and give all notices necessary and incidental to the due and lawful prosecution of work. The Contractor shall contact the City of Fort Worth's Department of Development - Plans Exam Section for a determination of applicable permits or variances required for this project. SECTION 01035 - CONTRACT TIME u 1.01 PROGRESS AND COMPLETION {"f Upon receipt of notification letter and executed constnzction contract, the Contractor shall (� be responsible for scheduling a pre-construction conference, which shall be held no later than ten working days from the date of the notification letter. � L�J GENERAL REQUIREMENTS -1- %� LJ L�J L�JI � �� II�J �'�J u � � L�J I f� L�.J � � l�l L! LJ � L?�J At the time the pre-construction conference is held, a construction start date shall be established and indicated on the Notice To Proceed (Work Order) issued by the Engineering Department. The Contractor shall begin the work to be performed under the contract on or before ten working days from the date the Work Order is issued. The Contractor shall carry the work forward expeditiously with adequate forces and shall complete it within the period of time as 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 01150 - Payment to Contractor) or the entire project at any time before the Contractor begins any construction work authorized by the City. SECTION 01150 - PAYMENT TO CONTRACTOR 1.01 SCOPE OF PAYMENT: The Contractor shall accept the compensation as provided in the contract in full payment for furnishing and paying for all materials, supplies, subcontracts, labor, tools and equipment necessary to complete the work of the contract; for any loss or damage which may arise from the nature of the work from the action of the elements, or from any unforeseen �difficulty which may be encountered in the prosecution of the work, until the final acceptance of the work by the City; for all risks of every description connected with the prosecution of the work; for all expenses and damages which might accrue to the Contractor by reason of delay in the initiation and prosecution of the work from any cause whatsoever; for any.infringement of patent, trademark or copyright, and for completing the work according to the plans andlor specifications. The payment of any Gurrent or partial estimate shall in no way affect the obligations of the Contractor to repair or remove, at his own expense, the defective parts of the construction or to replace any defective materials used in the construction, and to be responsible for all damages due to such defects if such defects or damages are discovered on or before the final inspection and acceptance of the work. 1.02 Partial pay estimates shall be submitted by the Contractor or prepared by the City on the Sth day and 20 day of each month that the work is in progress. The estimate shall be processed by the City on the 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 GENERAL REQUIREMENTS -2- L*J � L�J � L�J may be reasonably requested to aid in the verification or the preparation of the pay estimate. . 1.03 It is understood that the partial pay estimate amounts will be approximate only, and all partial pay estimates and payment of same will be subject to correction in the estimate rendered following the discovery of the mistake in any previous estimate. Payment of any partial pay estimates shall not be an admission on the part of the Owner of the amount of work done or of its quality or sufficiency or as an acceptance of the work done; nor shall same release the Contractor of any of its responsibilities under the Contract Documents. n 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. � � I�� L�l ��+ � LiJ L�J � �•J � j� U Lsl � 1.05 For contracts of less than $400,000 at the time of execution, retainage shall be 10 percent For contracts of $400,000 or more at the time of execution, retainage shall � be 5 percen� 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 s� (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 fumished by the 25 percent or more, then either party to the contract shall upon written request to the other party be entitled to a revised consideration upon that portion of the work above or below the 25 percent of the original quantity stated in the proposal; such revised consideration to be determined by special agreement or as hereinafter provided for "Extra Work." No allowance will be made for any changes in anticipated profits nor shall such changes be considered as waiving or invalidating any conditions or provisions of the Contract Documents. 1.09 PAYMENT FOR EXTRA WORK: Extra work performed by the Contractor, that is authorized and approved by the City Engineer, will be paid for under "Change orders" made in the manner hereinafter described, and the compensation thus provided shall be accepted by the Contractor as payment in full for all labor, subcontracts, materials, tools, GENERAL REQUIREMENTS -3- ' L�J �r; � L�J � '�� ,� 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 exna 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. � ��J u �� ,�� u In the event extra work is to be performed and paid for under Method "C", the actual field costs of the work will include the cost of all workmen, foremen, timekeepers, mechanics and laborers working on said proj ect; 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� aocounts of actual field cost will be kept and will recommend in writing the method of doing the work and the type and kind of equipment to be used, but such extra work will be performed by the Contractor as an independent contractor and not as an agent or employee of the City. � The 15 percent of the actual field cost to be paid the Contractor shall cover and � compensate him for profit, overhead, general supervision and field office expense, and all other elements of cost and expense not embraced within the actual field cost Das herein specified. � L�J � L�J � Ll � 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 exixa work, or by the failure of the City to provide material or necessary instructions for carrying on the work, then such delay will entitle the Contractor to an equivalent extension of time, his application for which shall, however, be subject to the approval of the City Council; no such extension of time shall release the Contractor or the surety on his performance bond from all his obligations hereunder which shall remain in full force until the discharge of the contract. GENERAL REQUIREMENTS -4- l�' LJ � � � � �� i�U 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 for final payment after previous payments have been deducted and shall notify the Contractor and his surety of the acceptance of the project. On projects divided into two or more units, the Contractor may request a final payment on one or more units which have been completed and accepted. The final acceptance of the completed work will be by the Parks and Community � Services Department and all guaranties covering the completed work and a11 maintenance periods shall begin with the date of this acceptance. L� i l<J � � � LJ � I� L�' 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 Paxks and Community Services Department 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 beginning work. Any work done at the direction of any other authority will not be accepted or paid for. Final approval for the finished proj ect shall be given by the Director of Engineering, City of Fort Worth. GENERAL REQUIREMENTS � -5- LJ [� � i � L�'J � �� L�l �� [�J � The contractor or a competent and reliable superintendent shall oversee the work at all times. The superintendent shall represent the contractor in his absence and all directions given to him shall be binding as if given to the contractor. . SECTION 01410 - TESTING All tests made by the testing laboratory selected by the City will be paid for by the City. In the event manufacturing certificates are requested, they shall be paid for by the Contractor. SECTION 01500 - TEMPORARY FACILITIES AND CONTROLS The contractor shall take all precautions necessary to protect all existing trees, shrubbery, sidewalks, buildings, vehicles, utilities, etc., in the area where the work is being done. The contractor shall rebuild, restore, and make good at his own expense all injury and damage to same which may result from work being carried out under this contract. The utility lines and conduits shown on the plans are for information only and are not guaranteed by the Owner to be accurate as to location and depth; they are shown on the plans as the best information available from the owners of the utilities involved and from evidences found on the ground. The contractor shall determine the exact location of all existing utilities and conduct his work to prevent intertuption of service or damages. ' SAFETY RESTRI(;TIONS - WORK NFAR 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 znachinery. The warning sign shall read as follows: "W.ARNING - UNLAWFUL TO OPER.ATE THIS EQIJIPMENT VVTTHIN 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 ann, except backhoes or dippers, and insulator links on the lift hood connections. . When necessary to work within six feet of high voltage electric lines, the Contractor shall notify � power company (TUElectric) to erect temporary mechanical bamers, de-energize the line, or raise or lower the line. The contractor shall maintain a log of all such correspondence. The Cantractor is responsible far all costs incurred. � L�J � � SECTION 01640 - SUBSTITUTIONS AND PRODUCT OPTIONS 1.01 GENERAL A. Send submittals for substitution to: GENERAL REQUIREMENTS -6- � �!f L1 � �`J � �� I � �� ``� � [� David Creek, Landscape Architect (817) 871-5745 Parks and Community Services Department 4200 S. Freeway Suite 2200 Fort Worth, Texas 76115-1499 1.02 PRODUCTS LIST A. : 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 standards, include with listing of each product: 1. Name and address of manufacturer 2. Trade name 3. Model or catalog designation 4. Manufacturer's data a. Performance and test data b. Reference standards 1.03 CONTRACTOR'S OPTIONS � : C. For products specified only by reference standards, select any product meeting standards, by any manufacturer. For products specified by naming several products or manufacturers, select any product and manufacturer named. 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. � � L�J 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. C. Submit two (2) copies of request for substitution. Include in request: LJ GENERAL REQUIREMENTS � -7 L'1 L..�.1 � � �� I� � �� !�■J L�� L!1 �J � L�J' I� �� 1. Complete data substantiating compliance of proposed substitution with Contract Documents. 2. For products: � a. Product identification, including manufacturer's name and address. b. 1Vlanufacturer'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. 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 a11 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. 1.01 CLEANING SECTION 01700 - PROJECT CLOSEOUT The Contractor shall make final clean-up of the construction area, to the satisfaction of the Parks and Community Services Department, as soon as construction in that area is completed. Clean-up shall include removal of all construction materials, pieces of concrete, equipment and/or other rubbish. No more than five (5) days shall elapse after the completion of construction before the area is cleaned. Surplus materials shall be disposed of by the Contractor, at this own expense, and as directed by the Parks and Community Services �Department. Cleaning of equipment by Contractor or Subcontractor, such equipment as cement mixers, ready-mix trucks, tools, etc., shall take place in an area designated by the Parks and Community Services Department. GENERAL REQUIREMENTS -8- r,� Ll �� t�l � � � �� L1 � � 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 CLAIMS Contractor covenants and agrees to� indem�ify 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 af, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not anv such iniurv. dama�e or death is caused, in whole or in nart. bv the negligence or alleged negligence of Owner. its officers, servants or emnlovees. Contractor likewise covenants and agrees to hold harmless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or destruction to property of the Owner arising from the performance of any of the terms and conditions of this contract, whether or not anv such iniury or damage is caused in whole or in uart bt the negli�ence or alleged ne�li�ence of Owner. its officers, servants or emolovees. In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The director may, if he deems appropriate, refuse to accept bids on any other City of Fort Worth � public work from a Contra�tor against whom a claim for damages is outstanding as a result of work performed under a City Contract. � � l�l � L�J � GENERAL REQUIREMENTS � -9 �1 '.�! u � �� ';i "� �' l�J � � �,l � PA.RT 1 - GENERAL SECTION 02100 - SITE PREPARATION 1.01 SCOPE: Work in this section includes furnishing all labor, materials, equipment and services required for clearing and grubbing, demolition, and removal and disposal of items as specified herein and on the plans. 1.02 RELATED WORK SPECIFIED ELSEWI�ERE: A. Section 02200 - Earthwork 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: I� Clearing and grubbing shall consist of removing all natural and artificial objectionable materials from the project site or from limited areas of construction specified within the site. B. In general, clearing and grubbing shall be performed in advance of grading and earthwork operations and sha11 be performed over the entire area of earthwork operations. C. Unless otherwise specified on the plans, all trees and shrubs of three inches caliper and less (caliper is the diameter as measured 12 inches above the ground) and all scrub growth, such as cactus, yucca, vines, and shrub thickets, shall be cleared. All dead trees, logs, stumps, rubbish of any nature, a�d 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. L�J � L�J l�7 � 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. 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 en SITE PREPARATION 02100 -1- � �l � � � l�J L�J � ��J C_J '� � � L�J � � �;1 : existing score joint, construction joint, saw joint, cold joint, expansion joint, or edge, the concrete shall be removed to that joint or edge. All saw cuts shall be parallel and/or perpendicular to the line of existing pavement. If an edge of a cut is damaged subsequent to saw cutting, the concrete shall again be sawed to a neat, straight line for the purpose of removing the damaged area. 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 Architect/Engineer may permit holes, etc., to remain open. 3.07 DISPOSAL OF WASTE MATERIALS: A. Unless otherwise stated, materials generated by clearing, grubbing, removal, and demolition shall be known as"waste" or "spoils" and shall be removed from the site and disposed of by the Contractor. Similar materials may be unearthed or generated by earthwork operations or by subgrade preparation. Unless otherwise specified any merchantable items become the property of the Contractor. END OF SECTION SITE PREPARATION 02100 -2- � L � � � �� LJ la' � 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. Section 02100 - Site Preparation. 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. PART 2 - PRODUCTS 2.01 UNCLASSIFIED EXCAVATION: Unclassified excavation shall consist of all excavation, unless separately designated, within the limits of the work. Unclassified excavation includes all material encountered regardless of its nature or the manner in which it is to be excavated. 2.02 UNCLASSIFIED FILL � A. Unclassified fill shall consist of all fill within the limits of the work. All suitable native materials removed in unclassified excavation, or similar imported materials, shall be used insofar as practicable as unclassified fill. Properly deposited, conditioned, and � compacted fill is hereinafter referred to as "earth embankment." . II� � � 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. � IJ l�' �`� EARTHWORK 02200 -1- �� L�J 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 embanknient and/or (2) the condition of materials removed in unclassified excavation makes them unsuitable for use in the construction of earth embankment. B. The Contractor shall haul and place imported fill obtained from off-site sources as � necessary to construct the embankment and various other details of the construction plans. All costs related to such imported �11 will be included in the contract price, and no additional or separate payment for imported fill will be due the Contractor. I� L�'! L"J �� I�J � � C�J � .li� lJ l�; � 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 � I� C. � Select materials shall be imported from offsite sources, unless they are available from specifically designated areas on the site as marked on the plans. 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". Playground Sand: Sand backfill for sand dig azeas shall be fine white sand graded with the following sieve analysis limits: Size Percent No. 16 No. 30 No. 50 No. 100 No. 200 2.06 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 EARTH WORK 02200 -2- �� r�� I I� �� L�■J � CJ L, �J ��I �L L�J � � � � 4. Rubbish 5. Construction rubble 6. Sand or gravel � 7. Rocks, cobbles, or boulders 8. Cementious matter 9. 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 Archite�dEngineer may grant the Contractor permission to process the material to reduce the moisture content to a usable optimuxn 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 embankxnent 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 ArchitecdEngineer. 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 earthwork (including slopes), except where pavement is planned. EARTHWORK 02200 -3- � ��I ��i � ►'! �� L�, � �� L�, �� , � �� !1 Cs' �� F. G 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 ox installed elements shall be hand raked. Acceptability: Finished areas o�topsoil are satisfactory if they are true to grade, true in plane, even in gradient (slope), u�niform in surface texture, and of normal compaction. Areas of loose granular pockets r of overcompacted soils are not acceptable and will be reworked. Finished areas wi��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, embankment construction, topsoil replacement, and final grading, are completed. Any other surplus material shall be disposed of as"waste" as specified in Section 02100. �. At this site, the Architect/Engineer may consider permitting the Contractor to "waste" the surplus by constructing additional embankment in an approved location. No additional payment for such work would be due that Contractor and the decision will made solely by the Architect based upon the best interest of the site. 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 embanknlent is defined as embanlanent composed of suitable materials removed in unclassifed 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 EARTHWORK 02200 -4- � � plan. Embankments shall be constructed to correspond to the general shape of the � iypical sections shown on the plans, and each section of the embankment shall correspond to the detailed section or slopes established by the drawings. After � completion of the graded area, embankment shall be continuously maintained to its finished section and grade until the project is accepted. '�� '►�J � �J � � LJ � l;; L��I L�!1 � LJ .� .0 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. Stump holes or other small excavations in the limits of the embanlanents 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 embankinent with slopes greater than 4:1, the Owner may direct the Contractor to key the fill material to the existing slopes by benching. A minimum of two feet normal to the slope shall be removed and recompacted to insure that the new work is constructed on a firm foundation free of loose or disturbed material. F. Depositing: Fill material shall be placed in horizontal layers or lifts, evenly spread, not to exceed eight inches iri loose depth before conditioning and compaction. Unless otherwise permitted, each layer of fill material shall cover the length and width of the area to be filled and shall be conditioned and compacted before the next higher layer of fill is placed. Adequate drainage shall be maintained at all times. G. Watering: At the time of compaction, the moisture content of fill material shall be such that the specified compaction will be obtained, and the fill will be firm, hard, and unyielding. Fill material which contains excessive moisture shall not be compacted until it is dry enough to obtain the specified compaction. H. Compacting: Each layer of earth fill shall be compacted by approved tamping or sheepsfoot rollers, pneumatic tire rollers, or other mechanical means acceptable to the EARTHWORK 02200 -5- � � Owner. Hand-directed compaction equipment shall be used in areas inaccessible to vehicular compactors. I. Grading: Embankments shall be constructed�in proper sequence and at proper Q densities for their respective functions. All embankment serves in one capacity or another as subgrade (e.g., under topsoil, under concrete and asphalt pavement, under structures, etc.). Accordingly, the upper layer of embankment shall be � graded to within plus or minus 0.10 foot of proper subgrade elevation prior to depositing topsoil, and prior to the construction of pavements, slabs, etc. � 3.05 DENSITY CONTROL A. Earth Embankment in General: Earth embankment shall be compacted in lifts at a � minimum of 90 percent of Standard Density ASTM D698 with plus 4 percent or minus 2 percentage points of optimum moisture content. � B. Earth Embanlanent Under Structures and Pavement: The top 6 inches of natural earth comprising the subgrade for structural slabs or for areas of pavement shall be 95 percent to 98 percent of Standard Density ASTM D698 with the moisture content at minus 2 � percent to plus 4 percent of optimum. 3.06 MOISTURE MAINTENANCE: The specified moisture content shall be maintained in all � embankments that are to function as subgrade for structures, areas of pavement, or for select . embankment. After completion of the embankment, the Contractor shall prevent excessive loss of moisture in the embankment by sprinkling as required. Loss of moisture in excess of 2 � percent 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. � � � � L'�' � u END OF SECTION EARTHWORK 02200 -6- i � � � �� 1�� J � I�I l�l � � � � � SECTION 03300 — CAST-IN-PLACE CONCRETE PART 1 - GENERAL 1.01 SCOPE OF WORK A. Concrete Cartpath 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 Suecifications for Street and Storm Drain Construction. PART 2 - MATERIALS 2.01 FORMS Forms shall be of ample strength, adequately braced, joined neatly and tightly and set exactly to established line and grade. 2.02 REINFORCING MATERIALS Reinforcing Bars: Reinforcing bars shall be round deformed bars meeting the requirements of the current standard Specifications for Intermediate Grade Billet Steel Concrete Reinforcing Bars of the A.S.T.M. Designation A-615. Reinforcing bars at the time the concrete is placed shall be free from rust, scale or other coatings that will destroy or reduce the bond. General reinforcing bars shall�lie 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 ma�cimum size shall be one inch . Fine aggregate shall consist of sand C. Water: Water used in mixing concrete shall be clean and free from deleterious amounts of acids, alkalies, vegetative matter or organic material. The concrete shall be mixed in an approved batch mixer. The mixing time shall not be less than one minute after all the batch materials are in the mixer. Cement content shall be not less than five sacks per cubic yard of concrete and shall have a minimum 28 day compressive strength of 3,000 psi. D. Mixing: Transit mixed concrete shall meet all the requirements for concrete as specified above. Sufficient transit rnix equipment shall be assigned exclusively to CAST-IN-PLACE CONCRETE • 03300 -1- �1 � � � � � � LJ 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 mixer. 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 B. Dowels: Dowels for expansion joints shall be number five smooth round steel bars with expansion tubes as shown on Plans. Dowels shall be placed eighteen inches on center or as shown on Plans. C. �> n 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: � ��I Ll � � f�� li� � �: C. Curing Compound: The membranous curing compound shall comply with the requirements of A.S.T.M., Designation C-309, Type 2, white pigmented. PVC Sleeves: The Contractor shall furnish and install four inch class 200 PVC pipe sleeves under concrete walk as shown on plans and details. The net amount of water will be the amount added at the mixer plus the free 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 1 1/2 inches nor more than five inches. 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. CAST-IN-PLACE CONCRETE 03300 -2- � � � � � LsJ �� L! i l�i � � I�j � � � � � L�ll 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 pernut 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 writin� to the Contractor. PART 3 - EXECUTION 3.01 REINFORCING Metal reinforcing shall be accurately placed in accordance with the Plans and shall be adequately secured in position by concrete, metal, or plastic chairs and spacers. Bar splices shall overlap at least twelve inches. The re-bars shall be bent cold. 3.02 JOINTS A. Expansion Joints: Expansion joint materials shall be installed perpendicular to the surface. The bottom edge of the material shall extend to or slightly below the bottom edge of the slab and the top edge shall be held approximately 1/2 inch below the surface of the slab. The edge of joints shall be tooled with an edging tool having a 1/4 inch radius. � B. Contraction Joints: Contraction joints shall be 1/4 inch wide by t3%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- � p 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 pconcrete is eighty-five degrees Fahrenheit or higher, without approval of Construction Inspector. � Placement shall be camed on at such a rate that the concrete is at all times plastic and flows readily into the space between the bars. No concrete that has partially hardened or that has been contaminated by foreign material shall be deposited in the work nor shall � retempered concrete be used. Each section of pavement between expansion and construction joints shall be placed monolithically. QAll 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 forxns. 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. � � � �� .� � � � �J I! C 3.04 FINISHING All concrete shall be finished by experienced, qualified concrete finishers. All concrete shall have a neat, rounded edge. Edging and jointing (radius described on Plans) shall be accomplished with care so as not to leave deep impressions in the concrete surface adjacent to edges and joints. After the concrete has been floated and has set sufficiently to support the weight of cement finishers, a smooth steel trowel will be used to produce hard surface. The entire surface will then be brushed with a stiff bristle broom to produce a uniform textured finish. All edges and sides of concrete exposed to view shall be free of warp and blemishes with a uniform texture and smoothness as described in Plans. 3.05 CURING Curing Compound: Immediately after the finishing operations, the concrete shall be completely covered with a curing compound. The concrete surface shall be kept moist between finishing operations and the application of the curing compound. The curing compound shall be applied under pressure by means of a spray nozzle at a rate not to exceed 200 square feet per gallon. A minimum of 72 hours curing time will be required. 3.06 CONCRETE WALLS A. Placing Concrete 1. Where tremies are used, or where the free drop is 5'-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 being permitted to flow from one position to another, and place as rapidly as practicable after mixing. 3. Do not use in this Work any concrete not placed within 30 minutes after leaving the mixer. CAST-IN-PLACE CONCRETE 03300 -4- � J LI � � � L�1 �� u � l■1 L�J l�l � � � � 4. 5. 6. 7. Thoroughly work concrete around reinforcement and embedded fixtures, and into corners of forms, during placing operations. 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. Exercise care to tamp concrete vigorously and thoroughly to obtain maximum density. 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 srnooth form finish. 2. After concrete has been properly placed and cured, sandblast finish if indicated on the plans and per specification Section 03350. 3.07 PROTECTION � After concrete is placed, finished and cured as required, permit no traffic thereon for three days thereafter and further protect the surface from damage due to other causes. END OF SECTION CAST-IN-PLACE CONCRETE 03300 -5- '!J � i� � � L■I SECTION 07920 - CAULHING 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, "seala�it" shall be req�uired 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 A2 SUBMITTAL: � A. Submit to Owner's representative manufacturer's literature, specification data, and. color chart for all materials proposed for this proj ect. I�' ��J ��l � 1.03 GUARANTEE: The Contractor shall provide the Inspector a manufacturer's written guarantee on all joint sealing materials. The manufacturer shall agree to provide any replacement material free of charge to the City. Also, the Contractor shall provide the Engineer a written warranty on all sealed joints. 'The Contractor shall agree to replace any failed joints at no cost to the City. Both warranties shall be for one year after final acceptance of the completed work by the Engineer. PART 2-PRODUCTS Identify'their use and location. � 2.01 SEALANTS: As manufactured by Pecora or approved equal. u /:� Concrete-to-Concrete (Horizontal Joint): NR-201 with primer. � � � L�J � : 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- I �J L�I � u � r� �� V I�� I�J PART 3 - EXECUTION 3.01 GENERAL: A. : Work shall be performed by experienced mechanics skilled in execution of type of work required and in application of specified materials. 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 froin procedure specified will be permitted only upon Architect's approval and providing that work is guaranteed by Contractor as specified. oE. If, prior to beginning work, Contractor does not notify Architect in writing of any proposed changes, it will be assumed that he agrees that materials and methods specified will produce results desired, and that he will furnish required � � guarantee. � � � � �� 3.02 PREPARATORY WORK: A. Where weather molds, staff beads, etc., do not form integral part of frames to be caulked, but are removable, remove same prior to caulking, execute caulking, replace molds, etc., and point. B. Clean all joints, etc., that are to be caulked or sealed, prior to executing work. 3.03 PRIMING: When conditions of joints so require, or when types of materials used adjacent to joints so require, or when compound manufacturer's recommendations so require, clean and prime joints before starting caulking. Execute priming operations in strict accordance with manufacturer's directions. 3.04 JOINT BACKING: Joint backing shall be installed in all joints to receive sealants. Backing shall be sized to require 20% to 50% compression upon insertion, and shall be CAULKING AND SEALANTS 07920 -2- � l�� 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 Qcompound into the joint. 3.06 THRESHOLDS: Place all exterior door thresholds in a fill bed of sealant during setting j1 procedures. L) 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. '�J u L�J � � � � LJ � � 11�1 � END OF SECTION CAULKING AND SEALANTS 07920 -3- � � 1 � � � � � i � � � � � � � � � � � 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 ❑ Utilities 0 Earthwork ❑ Paving ❑ Other 1. LIST OF SIMILAR COMPLETED PROJECTS ❑ HVAC AMOUNT TYPE OF DATE NAME and TELEPHONE NUMBER OF OF CONTRACT WORK COMPLETED OWNER � 2. LIST OF SIMILAR PROJECTS UNDER CONSTRUCTION OR UNDER CONTRACT AMOUNT TYPE OF DATE NAME and PHONE NUMBER OF OWNER OF CONTR.ACT WORK COMPLETED BIDDER'S STATEMENT OF QUALIFICATIONS -1- � � � � i� � � 1 � � � � � � � � � � � 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- OCT-06-99 11:24 AM ANISAttOLIVE�FARMERS�INS 5995890 P.02 �ER i6 t99� i:�17 FR tWCIF UND�IRITI�i�-�-•S1r`� 505 6799 TO 918�'?5993990 P.n7/� t wo�n' UNDERWRITlNC�Ii C�UQT� SH��T n�flan . . SUMMARY PAQE Qu�te Numb�r. ••COOOa�b51Q 1�9SiGD7 -� ��..•—:•��ouot� �� W. 0 16-1 �89 Und�rw�: r1 D WAtTO N rN� M�wttw �w etMv�O� wIA Mt IUr i�a a PtadUCer, Q 4Z IINl9�A OiIYE `�� *� M�MA��ei►�c�+�^ OOA; ANl� CUVi FAfiN�Eiis INsuRANCE �I��nn{r�.�I+I��sMd��o 1441 fT 1AICRTH NWY M.rt�ro.►w, WEA�IiERFRRp, TX 760�8 C�nt��: AN I!� OL 1 YL � App7o�nt. CNR I = MAMM�71' WA� il1�� TqACTOit fiRVIC� Z IQ E L�f� . Mf EAT 11�OAD , TX 7lOi 1 (�ad l�1: ��" l��i 1 �o Cods� 17i� �XCAVAt I bN W011ti B�t F��4: Ca�tral: GKF t;i 1tAI�1ANiTT �rnpa��d Cpwr�p� a}rlod: 1�-0�-1111 to (t17} 6��-76=� �Ax (�17) 6�t�51�0 �r�tity: =qL� IR�R I �T4R aroup; t117I �!�-�01? �a-o�-�oao •i 1�tEM1Uw14u�7� =IiMMARY COYERA�i� k I c�� o�ac R PTION �� t��• C��iNO A�10 OpAQiNa ar �MID ��,1100 T*t�) I�fiM�T�� Si�ndMra �ra�lu�1 Rror�t� R�aar � . ��00 MfA1VEii Of �Ulill AT14N � . � � � � . • � . � � � I NCi�IA��D L IM I i � . � . � � � , � . . . . TaTA6 i�REM I L,N� JECi TO A�t001' I CAT ION� , ., �REIAI�1 Mdblf �� Yd R�MLiCT �X'ERtENC! MOD 0! ( PRlM1l�+4 Mqpll� I 0 TO RiFI.�CT =CflEOULE RATINO Or I q�OUCTt��E !�� tU�A . � . � . , . , . . � . . � A�fM/�lLA OMt U �FI MINIMN.�I , , , , , , . . � . , MltE�NIUN GIaCC T, IF AI��L,ICAiLE t 1�� x��{!r C011it� T C11AIlQE , . . � . . , , � . � . I . . . . . , , � .� . ) � l. �.�. . . � . PAYR�� =�4 , �00 . 40 Tot�� Psyroft �4,i00 , 00 F�ttm�t�f Annu�l Protnlurr Audk ft�Qu�nCy: ` �NNUAL Dtpoeit Premium Inst.11m.,�: � � � A �rt:t�+ment �r�miui► M � A cav��at� r: podAy I ury SY nt iodN�y I�u�'y ��j+ Dit e nrcif-t�t �cao 04 0 or+�,,, aa N ��..«n 'I i i � MiNmuM Pnm�um at�nd�rd Adm�I�1F.L�L.A� 1Qd ,004 0 E�Ch Accid�M �oo ,aao E�oh EmAbYa �oa.oao o ro��evumt lr�OqwaMENT� MAD6 PART af s�r q�foTA�noN rrcoo 00 00�, rrcco ao o� wc� o� 01e t�ouRaa�• coav .8� �00 4.719.00 ,00 �00 .de , .00 1dQ.00 ,au ARGt�►�M �1,71J,00 �f�710�QC 4,Ii9,Q0 �,:aa,aa �b0,00 b�hhor� 0 upplr � I.�vva r�� CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW Pursuant to V.T.C.A Labor Code Section 406.096, Contractor certifies that it provides workers' compensation insurance coverage for all its employees employed on city of Fort Worth Project Number GC16_ 080160520070 � CHRIS TRACTOR SERVICE CONTRACTOR � Title STATE OF TEXAS § � Date COUNTY OF TARRANT § BEFORE ME, the undersigned authority, on this day personally appeared , known to me be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act and deed of for the puipose and considerarion therein expressed and,in the capacity therein stated. ' GNEN UNDER MY HAND AND SEAL OF OFFICE this day of . 19 . � Notary Public in and for the State of Texas L�'J �J + •. . � CERTIFIC';ATE nF INSiJRANCE TO: CITY OF FORT WORTH Date; pNAME OF PROJECT: � PROJECT NUMBER: IS TO CERTIFY THAT : a is, at the date of this certificate, Insured by this Company with respect to the business operations hereinafter described, for the type of insurance and accordance with provisions of the standard policies used by this Company, and further hereinafter described. Exceptions to standard policy noted on reverse side hereof. � TYPE OF INSiJRANCF,, . Policy Effective Expires • Limits of Liability Worker's Compensation a Comprehensive General Liability Insurance (Public Liability) aBlasting Collapse of Building or structures adjacent to D excavations Damage to Underground Utilities a Builder's Risk Comprehensive Automobile Liability � � � � � ' � � � Contractual Liability . Other Bodily Injury: �a.Occurrence: $ Property Damage: Ea.Occurrence: $ � Ea.Occurrence: $ Ea.Occurrence: $ Ea.Occurrence: $ Bodily Injury: Ea. Person: $ Ea. Occurrence: $ Property Damage: Ea. Occurrence: $ Bodily Injury: Ea.Occurrence: $ Property Damage: Ea.Occunence: $ Locations 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. AQencv . Fort Worth Aeent � By Address Title u u PERFORMANCE BOND �or..1D i� • ��"'0��9�� I,�l U THE STATE OF TEXAS § a COUNTY OF TARRANT § � . � � CKh2� 5 �,D�v�.ou,aL KNOW ALL MEN BY THESE PRESENTS: That we (1) TRACTOR SER (2) of TEXAS, hereinafter called Principal, and (3) ��i�o�ra�on organized D and existing under the laws of the State and fully authorized to tr nsact business in the State of Texas, as Surety, are held and iumly bound unto the City of Fort Worth, a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called Owner, in the penal sum of: 0 ONE HiJNDRED SIXTY-NINE THOUSAND ONE HUNDRED TWENTY-FIVE AND NO/100 ................... (�169.125.00� Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for � the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. a THE CONDITION OF THIS of: OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the 17TF' of AUGUST. 1999, a copy of which is hereto attached and made a part hereof, for the construction of: i �1 U � CARTPATH RENOVATIONS TO Z BOAZ GOLF COURSE designated as Project No. (s) GC16-080160520070. a copy of which contract is hereby attached, referred to, and made a part hereof as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred to as the "work". a NOW THEREFORE, if the Principal shall well, truly, and faithfully perform the work in accordance with the plans, specifications, and contract documents during the original term thereof, and any extensions thereof which may be granted by the Owner, with or without notice to the Surety, and if he shall satisfy all claims and demands � incurred under such contract, and shall fully indemnify and save hatmless the Owner from all costs and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and expense which the Owner may incur in making good any default, then this obligation shall be void; otherwise to remain in full force and effect. . O � � � � L�J F1 � � - � O � � � � O � � � O a O , PROVIDED FURTHER, that if any legal action �led upon this bond, venue shall lie in Tarrant County, State of Texas. AND PROVIDED FURT'�iER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be perforxned thereunder or the specifications accompanying the same shall in any wise affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifcations. IN WITNESS WHEREOF, this instrument is executed in 6 counterparts each one of which shall be deemed an original, this the 17T" of.�1UGUST. 1999. ATTEST: (Principal) Secretary (SEAL) Witness as to Principal dress TT T� Surety) S c ry (SEAL) � aWitness as to Surety ASSOCIA (Adc�'fsP�ORTH, TX 76147 � _r � � .� A F2 CHRIS TRACTOR SERVICE PRCi �YI�A� (4> BY: � ��U-'`� Title: ��,�-'(� 212 E. LEE AVE �� WEATHERFORD. TEXAS 76086 (Address) �' �/ILK 1 `_L�cl��/ �s� A ��C/9...,V S�IG1rI�fi..• Surety BY: �-''� � YJ�I�� (Attorney-in-fact) (5) ASSOCIATED SURETY OF TEXAS P.O. BOX 470754 � FT � WORTH, TX 76147 � (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 name of Surety (4) If contractor is Partnership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact.. l�l L�J L�J CI� PAYMENT BOND �� ' "� . �� THE STATE OF TEXAS COUNTY OF TARRANT KNOW ALL MEN BY THESE PRESENTS: That we (1) CHRIS TRACTOR SER CE a(2) �p � �WIac11r�.. of TEXAS, hereinafter called Principal, and (3�iRsf..rNcF.�Nu� o��iQ,.Mf.�21C/1`��JSc�i4�"tAM corporation organized and existing under the laws of the State and fully authorized to transact business in the State � � of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and ' existing under the laws of the State of Texas, hereinafter called Owner, and unto all person, firms, and corporations who may furnish materials, for or perform labor upon the building or improvements hereinafter referred to in the penal sum of : L� � � � � ONE HUNDRED SIXTY-NINE THOUSAND ONE HiJNDRED TWENTY-FIVE AND NO/100 .................. �� 169,125.00� Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators and successors, jointly and severally, frmly to these presents. THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the 17'� day of AUGUST A.D. , 19QZ, a copy of which is hereto attached and made a part thereof, for the construction of:: CART PATH RENOVATIONS TO Z BOAZ GOLF COURSE Project No. (s) GC16-080160520070 a copy of which is hereto attached, referred to and made a part hereof as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred to as the "work". � NOW THEREFORE, the condirion of this obligation is such that, if the Principal shall promptly make a payment to all claimants as deimed in Article 5160, Revised Civil Statutes of Texas, supplying labor and materials in the prosecution of the work provided for in said Contract, then this obligation shall be null and void, otherwise it shall remain in full force and effect. � � �I-' C � F10 � �� THE BOND IS MADE AND ENTERED into solely for the protection of all claimants supplying labor and material in the prosecution of the work provided for in said Contract, as claimants are defined in said Article 5160, and all such claimants shall have a direct right of action under the bond as provided in Article 5160 of the Revised Civil Statutes. � !J r.l L�J J O PROVIDED FURTI�R, that if any legal action be filed upon this bond, venue shall lie in Tanant County, State of Texas, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration of addirion to the terms of the contract or to the work to be performed thereunder or the specification s accompanying the same shall in any wise affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work to the speciiications. PROVIDED FURTHER, that no final settlement between the Owner and the Contractor shall abridge the right of any benefciary hereunder whose claim may be unsatisiied. IN WITNESS WHEREOF, this instrument is executed in � counterparts each one of which shall be deemed an original, this the 17TH day of AUGUST A.D., 19QQ. aATTEST: O L�J �J 0 (Principal) Secretary (SEAL) Witness as to Principal � Address ' ATT ��I� !� ` � ` urety) cr ary L�J � � L� �!1 (SEAL) � Witness as to Surety CHRIS TRACT SERVI E (4) BY:.� — Title: ' � ,4 �1±� 1'� 212 E. LEE AVE WEATHERFORD. TEXAS 76086 (Address) r��st.�r�AEM�o t �.lc� �.�rs�n,n,��. (� � P'�1 BY: (Attorney-in-fact) (5) ASSOCIATED SURETY OF TEXAS I'.J. �sGn 4iui54 � FT WORTH, TX 76147 , (Address) ASSCCIATED, SUR�T� U� � �x4S P.O. � X a�mG� �. tT •WOF��s)6147 J NOTE: Date of Bond must not be prior to date of contract (1) Correct Name of Contractor (2) A Corporation, a Partnership or an Individual, as case may be (3) Correct name of Surety (4) If contractor is Partnership all Pariners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact.. FIRST INDE ITY OF AMERICA INSURA E COMPANY 119 Littleton Road arsippany, New Jersey 07054 Telephone: (973) 402-1200 POWER OF ATTORNEY FOR BONDS AND UNDERTAKINGS Know Al] Men By These Presents: That First Indemnity of America Insurance Company, a Corporation of the State of New Jersey does hereby Appoint Mark R. DeHart its true and lawful Attorneys-in-Fact: to make, execute, sign, acknowledge, affix the Company Seal to, deliver any and all surety bonds, undertakings, recognizances, and other contracts of indemnity and writings obligatory in the nature of a bond, for and on behalf of said Company and as an act and deed of said Company, NOT TO EXCEED FIVE MILLION DOLLARS POR ANY BOND OR CONTRACT PRICE. IN WITNESS WHEREOF, First Indeiruiity of America Insurance Company of the,State of New Jersey has executed these presents this 4th day of November, 1997. �t�,c� } �+f� o�eo�fos�. 'G � ■ uu ' ^ � � ��w u*�`� �°� `+�r� . ►++� ��' � C�'-� Patrick J. Lynch, President STATE OF NEW JERSEY ) COLJNTY OF MORRIS ) ss: a`�S A. FqA j j .�/!,�[//GG[�J ��/,�Q� �� on this 4th day of November, 1997, before me came the above e4 NOTARy 92 named officer of First Indemnity of America Insurance Company 4—'— � Frances A. Frazzano of New Jersey, to me personally known to be the individual and �,�, pUg"�,�� Notary Public, State of New Jersey officer described herein, and acknowledge that he executed the Fw lEPSE My tertn expires on May 10, 2002 . foregoing instrument and affixed the seal of said corporation thereto by authority of this office. CERTIFICATE Excerpts of Resolutions (Article V, Paragraph 5, of the By-Laws of said Company) adopted by the Board of Directors of the First Indemnity of America Insurance Company of the State of New Jersey, June 13, 1996. RESOLVED, that the President, or any one of the Vice Presidents specially authorized to do so by the Board of Directors, or by the Executive Committee, shall have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Attorneys-in-Fact as the business of the company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertakings, recognizances, stipulations, policies, contracts, agreements, deeds, and release and assignment of judgements, decrees, mortgages and instruments in the nature of mortgages, and also all other instruments and documents which the business of the Company may require and to affix the Seal of the Company thereto. RESOLVED, that the signatures and attestations of such officers and the seal of the Company may ba affixed to any such Power of Attorney or to any certificate relating to the Power of Attorney 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 with respect to any bond, undertaking, recognizances or other contract of indemnity of writing obligatory in the nature thereof. T, Eamonn T. Long, Secretary of First Indemnity of America Insurance Company of New Jersey, do hereby certify that the foregoing excerpts of the Resolution adopted by the Board of Directors of the Corporation and the Powers of Attorney issued pursuant thereto, are true and correct and that both the Resolution and the Powers of Attorney are in full force and effect. 17t1h. „ Au ust IN �9 ESS WHEREOF, I have herewith set my hand and affixed the seal of said Corporation this _ day of - g , 19 . `FM�R�CA ,yf _ . O *TA� G / ` VO I j� 7ys / + 1l71 � M ✓ a` - f � ,�� J( ��'�+ tQ^ �rrr f.►'�+� Eamonn T. Long, ecretary 00419 ,, • - - FP 000 4993 � L �J CITY OF FORT WORTH, TEXAS CONTRACT STATE OF TEXAS COUNTY OF TARR.ANT a That this agreement, made and entered into this the 1 ��y of Augus t� A.D. 19� by and between the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas, organized and existing under and by virtue of a special charter adopted by the qualified voters within said City on the l lth day of December, A.D. 1924, under the authority of the Consriturion of Texas, and in accordance with a resolution duly passed at a regular meeting of � the City Council of said City, and the City of Fort Worth being hereafter termed Owner, and Chris Tractor Service ' , hereinafter called Contractor. � WITNESSETH: That said parties have agreed as follows: That for and in consideration of the payments and agreements hereinafter menrioned to be made and � performed by the Owner, and under the conditions expressed in the bond bearing even date herewith, the said Contractor hereby agrees with the said Owner to commence and complete the construcrion of certain improvements described as follows: � � � � l� l�l L� � � I■1 l.J � Construction and installation of of Concrete Cartpath Improvements in Z Boaz golf course 2. That the work herein contemplated shall consist of furnishing all labor, tools, appliances and materials necessary for the construction and completion of said project in accordance with the Plans and Specifications heretofore prepared by the Parks and Community Services Department of the City of Fort Worth and adopted by the City Couttcil of said City, as an independent contractor, and which plans and specifications are incorporated herein by reference. 3. The Contractor hereby agrees and binds himself to commence the construcrion of said work within ten (10) days after being notified in wriring to do so by the Department of Engineering Director of the City of Fort Worth. KNOW ALL MEN BY THESE PRESENTS: 4. The Contractor hereby agrees to prosecute said work with reasonable diligence after the commencement thereof and to fully complete and finish the same ready for the inspection and approval of the Department of Engineering Director of the City of Fort Worth and the City Council of the City of Fort Worth within a period of 60 workin¢ days from the time of commencing said work; that said Contractor shall be entitled to an extension of said time for doing said work for such time as he may necessarily lose or be delayed by unavoidable accidents caused by unforeseen matters over which said Contractor has no control, such as inclemency in the weather, acts of Providence, labor strikes and delivery of materials, in all of which cases the negligence or carelessness of the Contractor is not contributing to such delay. 5. Should the Contractor fail to begin the work herein provided for within the time herein fixed or to carry on and complete the same according to the true meaning of the intent and terms of said specifications, then the City shall have the right to take charge of and complete the work in such a manner as it may deem proper, and if, in the completion thereof, the cost to the said City shall exceed the contract price or prices set forth in the said plans and specifications made a part hereof, the Contractor shall pay said City on demand in writing, setting forth and specifying an itemized statement of the total cost thereof, said �xcess cost. CONTRACT -1- � L�J � '.+�1 � �� #J � 6. CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor covenants and agrees to, and does hereby indemnify, hold harmless and defend Owner, its officers, agents, servants and employees from and against any and all claims or suits for property damage or loss and/or personal injury, including death, to any and all persons, of whatsoever kind or character, whether real or asserted, arising out of or in connection with, directly or indirectly, the work and services to be performed hereunder by Contractor, its officers, agents, employees, contractors, subcontractors, licensees or invitees, whether or not caused, in whole or in part, by alleged negligence on the part of officers, agents, servants, employees, contractors, subcontractors, licensees and invitees of the Owner; and said Contractor does hereby covenant and agree to assume all liability and responsibility of Owner, its officers, agents, servants and employees for property damage or loss, and/or personal injuries, including death, to any and all persons of whatsoever kind, or character, whether real or asserted, arising out of or in connection with, directly or indirectly, the work and services to be performed hereunder by Contractor, its officers, agents, employees, contractors, subcontractors, licensees and invitees, whether or not caused, in whole or in part, by alleged negligence of officers, agents, servants, employees, contractors, subcontractors, licensees or invitees of the Owner. Contractor likewise covenants and agrees to, and does hereby, indemnify and hold harmless Owner from and against any and all injuries, loss or damages to property of the Owner during the performance of any of the terms and conditions of this Contract, whether arising out of or in connection with or resulting from, in whole or in part, any and all alleged acts or omissions of officers, agents, servants, employees, contractors, subcontractors, licensees, or invitees of the Owner. In the event a written claim for damages against the Contractor or its subcontractors remains unsettled at the time all work on the project has been completed to the satisfaction of the Director of the Department of Engineering, as evidenced by a final inspection, final payment to the Contractor shall not be recommended by the Director of the Depariment of Engineering for a period of 30 days after the date of such fmal inspection, unless the Contractor shall submit written evidence satisfactory to the Director that the claim has been settled and a release has been obtained from the claimant involved. Although the claim concerned rernains unsettled at the expirarion of the above 30 day period, the Contractor � may be deemed to be entitled to a semi-final payment for work completed, such semi-fmal payment to be in an amount equal to the total dollar amount then due less the dollar value of any written claims pending against the Contractor arising out of the performance of such work, and such semi-final payment may then be recommended by the Director. lJ � L"J � The Director shall not recommended final payment to a Contractor against whom such a claim for damages is outstanding for a period of six months following the date of the acceptance of the work performed unless the Contractor submits evidence in writing sarisfactory to the Director that: The claim has been settled and a release has been obtained from the claimant involved; or 2. Good faith efforts have been made to settle such outstanding claims, �and such good faith efforts have failed. If condition 1. above is met at any time within the six month period, the Director shall recommend that the final payment to the Contractor be made. If condition 2. above is met at any time within the six month period, the Director may recommend that the final payment to the Contractor be made. At the expiration of the six month period, the Director may recommend that fmal payment be made if all other work has been performed and all other obligations of the Contractor have been met to the satisfaction of the Director. � The Director may, if he deems it appropriate, refuse to accept bids on other Department of Engineering contract work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract, 7. � [!J l� � � The Contractor agrees, on the execution of this Contract, and before beginning work, to make, execute and deliver to said City of Fort Worth good and sufficient surety bonds for the faithful performance of the terms and stipulations of the contract, including the exhibit attached hereto and made a part hereof and such bonds shall be 100 percent of the total contract price, and the said surety shall be a surety company duly and legally authorized to do business in the State of Texas, and acceptable to the City Council of the City of Fort Worth. Said City agrees and binds itself to pay, and the said Contractor agrees to receive, for all of the aforesaid work, and for all addirions thereto or deductions therefrom, the price shown on the proposal submitted by the successful bidder hereto attached and made a part hereof. CONTRACT -2- � � L!�J I� ��_.1 � 9. It is further agreed that the performance of this Contract, either in whole or in part, shall not be sublet or assigned to anyone else by said Contractor without the written consent of the Deparhnent of Engineering Director of said City of Fort Worth. ' 10. The Contractor agrees to pay at least the minimum wage per hour for all labor as the same is classified, promulgated and set out by the City of Fort Worth, Texas, a copy of which is attached hereto and made a part hereof the same as if it were copied verbatim herein. 11. It is mutually agreed and understood that this agreement is made and entered into by the parties hereto with reference to the existing Charter and Ordinances of the City of Fort Worth and the laws of the State of Texas with reference to and governing all matters affecting this Contract, and the Contractor agrees to fully comply with all the . provisions of the same. IN WITNESS WHEREOF, the City of Fort Worth has caused this inshument to be signed in triplicate in its � name and on its behalf by the City Manager and attested by its Secretary, with the corporate seal of the City of Fort Worth attached. The Contractor has executed this inshument through its duly authorized officers in 6.° counterparts with its corporate seal attached. � LJ � L�! ,� � �� L�1 Done in Fort Worth, Texas, this the 17—day of A„ga t G t, A.D. 19� _ RECOMMENDED BY: APPROVED BY: �''�E�l(� C� �...A_A,�!-i�e.fr �� DEPARTMENT OF ENGINEERING P RK AND CO UNITY SERVICES DIRECTOR DIRECTOR CI'TY OF FORT WORTH ATTE By; � .�.r r� MAN�IG ' Cl' �5`ECRETARY CHRIS TRACTOR SERVICE CONTRACTO B � /v� Y �,o �,1(� l-�� TITLE 212 E. Lee Ave. Weatherford, Texas 76086 ADDRESS � I�l L�' � November 1960 Revised November 1982 Revised May 1986 Revised October 1989 �' .��L , .� Contract Ruthorizatiori � Date � 11I APPROVED AS TO FORM AND LEGALITY `� ITY ATTORNEY /�� CONTRACT -3- �I � �! CI l!I � C C LI �� l� - F�� q 3 THE STATE OF TEXAS COUNTY OF TARRANT MAINTENANCE BOND 0 � KNOW ALL MEN BY THESE PRESENTS: That (1) CHRIS TRACTOR SERVICE as Principal, acting herein by and t ough (2) � S its duly authorized �� /L and (3) �RS M c rporation organized under the laws of the State of TEXAS• as surety, do he eby acknowledge themselves to be held and bound to pay unto the City of Fort Worth, A Municipal Corporation, chartered by virtue of Constitution and laws of the State of Texas, at Fort Worth, in Tarrant County, Texas the sum of O1VE HLTNDRED SIXTY-NINE THOU5AND ONE HITNDRED TWENTY-FIVE AND NO/100 ................... fS 169.125.00 1 in lawful money of the United States, for the payment of which sum well and truly be made unto said City of Fort Worth and its successors, said Contractor and surety do hereby bind themselves, their heirs, executors, administrators, assigns and successors, jointly and severally. This obligation is conditioned, however; that, WHEREAS, the Principal has entered into a certain contract with the City of Fort Worth dated AUGUST 17. 1999. the performance of the following described public work and the construction of the following described public improvements: CART PATH RENOVATIONS TO Z BOAZ GOLF COURSE � lwJ � � I�l C L�J � of same being refened to herein and in said contract as the Work and being designated as project number(s) GC16_ 080160520070 and said contract, including all of the speci�cations, conditions and written instruxnents referred to therein as contract documents being hereby incorporated herein by reference for all purposes and made a part hereof, the same as if set out verbatim herein; and , WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work that it will remain in good repair and condition for and during the period One (11 Year after the date of the final acceptance of the work by the City; and WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term of One (1) Year; and, WHEREAS, said Contractor binds itself to repair or reconstruct the work in whole or in part at any time within said period, if in the opinion of the Director of the Parks Department of the City of Fort Worth, it be necessary; and, � WHEREAS, said Contractor binds itself, upon receiving notice of the need therefor to repair or reconstruct said work as herein provided. LJ � � L�l � L•l NOW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or reconstruct said work in accordance with all the terms and conditions of said Contract, these presents shall be null and void, and have no force or effect. Otherwise this Bond shall be and remain in full force and effect, and said City shall have and recover from the said Contractor and its surety damages in the premises prescribed by said Contract. This obligation shall be continuing one and successive recoveries may be had hereon for successive breaches until the full amount hereof is exhausted. WHEREAS, all parties covenant and agree that if any legal action be filed upon this bond, venue shall lie in Tarrant County, Texas; and, IN WITNESS WHEREOF, this inshument is executed in �counterparts, each one of which shall be deemed an original, dated AUGUST 17. 1999. � ATTEST: O L! � L! C C L� � C C C C � (Principal) Secretary (Seal) CHRIS TRACTOR SERVICE AL (4) BY: �1 � Title: �}��, Wimess as to Principal A S : � l" (SEAL) � i Witness as o urety � ASSOCIATED SURETY OF TEXA3 p {�, Rnx 47075 . L Ff �WORTH, TX 7 147 _� 212 E. LEE AVE. WEATHERFORD. TEXAS 76086 (Address) �'°'� ��fLrG�r} �� d e BY: (Attomey-in-fact) (5) ASSOCIATED SURETY OF TF� �d��hl, TX 76147 J NOTE: Date of Bond must not ba prior td' date of Contract (1) Correct Name of Contractor (2) A Corporation, a partnership or an Individual, as case may be (3) Correct name of Surety (4) If Contractor is Partnership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact. F6 D � L�J � I� l�J L�J �� l�J � LJ Z BOAZ GOLF COURSE CONSTRUCTION NOTES 1. Refer to details and specs for 6' cart trail thickness. 2. The centerline of the cart trail will be marked prior to excavation. 3. All formwork shall be approved by Landscape Architect or designated other prior to pour. Any non-approved pour shall be subject to repour. Any repour for this shall be at contractor expense. 4. All acceptable material (earth), shall be stockpiled on site at the direction off the Golf Course Superintendent. All unacceptable material (rocks, gravel, concrete, asphalt, etc.) as determined by the Golf Course Superintendent, shall be disposed of off site by the contractor as subsidiary cost of construction. Rock is known to exist on this site. 4. All concrete work shall be installed to meet existing grades, positive drainage shall be ensured. Where trail runs adi acent to a slone a 3' level area on both sides of the trail will be established bv the contractor. All backfilling shall occur immediately after removal of forms and installed to promote positive drainage. Backfill shall extend � minimum of 2' out and shall consist of topsoil to meet the requirements of the specifications. 5. Areas of construction will be cleaned on a daily basis and will have a neat appearance for weekend play. 6. The contractors staging area shall be at the location determined by the Golf Course Superintendent. When not in use equipment shall not interfere with play. The course will remain open for play during construction and while carttrail will be expected to be roped off as under construction the hole will remain open. 7. The Contractor, Inspector, And Golf Course Superintendent will plan an effective � construction schedule for the course. Construction will occur on a per hole basis, if the inspector determines the any one aspect of the job is proceeding to the detriment � of this schedule, Inspector will have authority to halt cbnstruction until the schedule is back on track. i� i � �� 8. All work will occur on Monday through Friday only, no exceptions. 9. The estimated quantities included in the proposal are approximate. Contractor will be paid on actual measured installed quantities. LJ City of Fort Worth, Texas �✓�Ayar And Caunc�l Cammun�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE $�� 7�99 **C-17602 80PATH 1 of 2 SUBJECT AWARD OF CONSTRUCTIO CONTRACT TO CHRIS TRA TOR SERC/I�E FOR CART PATH RENOVATIONS TO Z BOAZ GOLF COURSE RECOMM�NDATION: It is recommended that the City Council authorize the City Manager to execute a contract with Chris Tractor Service in the amount of $169,125 for the cart path renovation to Z Boaz Golf Course. DISCUSSION: Currently, concrete cart paths exist around the golf greens and tees. The additional cart path will connect with the existing cart path to complete the cart path system. This improvement will enhance the playability of the golf course. On January 5, 1999 (M&C G-12430), the City Councit approved appropriating funds in the amount of $300,000 for this project. The contract documents were prepared by the Parks and Community Services Department. The project was advertised for bid in the Commercial Recorder on June 8 and 17, 1999. The following bids were received on July 1, 1999. BIDDERS BASE TIME OF COMPLETION Chris Tractor Service M.A. Vinson Construction Co. Westhill Construction Co. McWilliams Enterprises, Inc. Eagleton Construction, Inc. J. L. Steel, Inc. Intrepid Contractors, Inc. Ed A. Wilson, Inc. $169.12� $259,800 $270,060 $272, 015 $339,000 $352,480 $353,075 $411,050 60 Working Days It is recommended that the bid submitted by Chris Tractor Service in the amount of $169,125 be approved. Chris Tractor Service is in compliance with the City's MWBE Ordinance by committing to 11 % M/WBE participation. The City's goal on this project is 10%. City of Fort Worth, Texas �1✓��yar And Courlcll Cammun�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE $�� 7�99 **C-17602 80PATH 2 of 2 SUBJECT AWARD OF CONSTRUCTIO CONTRACT TO CHRIS TRA TOR S�RVICE FOR CART PATH RENOVATIONS TO Z BOAZ GOLF COURSE The project budget will be as follows: Construction Contract Contingencies � PACSD Administration (5%) DOE Inspection/Administration Costs (10%) Change Orders (5%) Total Project Funding $169,125 8,456 16,913 8.456 $202,950 This project will not have an annual operational impact on the Golf Enterprise Fund budget. The project is located in COUNCIL DISTRICT 3. ,FI�CAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are available in the current capital budget, as appropriated, of the Parks and Recreation Fund. � _�7 Submitted for Cify Manager's Uffice by: Libby Watson Origin�ting Department Head: Richard Zavala Additional Information Contact: Richard Zavala 6183 5704 I FUND I ACCOUNT I CENTER I AMOUNT � (to) I � I (from) I GC16 541200 080160520070 $169,125.00 5704 I � CITY SECRETARY qpPROVED CITY COUNC��, auG 17 �sss �L�� City Secretary af the City of Foat Wa��►� Tex�