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HomeMy WebLinkAboutContract 35145 F WoMH QryrsacoMyo • k COY KCRE 1 1 D.O.E. FU PLANS, SPECIFICATIONS AND CONTRACTOR'S BONDING C ' .ONTRACT DOCUMENTS CITY SECRETARY FOR CONTRACT NO. &�5W CONSTRUCTION'S COPY CLIENT jDPA.RIMENI PROJECT NAME PROJECT NUMBER SAND BUNKER IMPROVEMENTS AT: GC16/541600/080160520120 MEADOWBROOK GOLF COURSE IN THE CITY OF FORT WORTH TEXAS MIKE MONCRIEF CHARLES R. BOSWELL MAYOR CITY MANAGER MELODY MITCHELL,ACTING DIRECTOR PARKS AND COMMUNITY SERVICES PARKS AND COMMUNITY SERVICES DEPARTMENT FUNDING OF PROJECT BY CITY OF FORT WORTH GOLF ENTRISE FUND t PLUMER GOLF DESIGN 5 4101 Green Oaks Blvd. West, Suite 141 � Arlington,Texas 76013 ' 817-277-2000 DECEMBER 2006 FORT rH WTTX-FW"*-t1t,* ------------77*161� EmployeeHome I Council Agenda I M&C I Directory I MorningAds I PRS I IT Online I e at ventsSite Map Print M&C COUNCIL ACTION: Approved on 3/6/2007 DATE: 3/6/2007 REFERENCE NO.: **C-22000 LOG NAME: 80MEADBUNKER CODE: C TYPE: CONSENT PUBLIC HEARING: NO SUBJECT: Authorize Execution of Contract with Burnside Services, Inc., for Sand Bunker Improvements at Meadowbrook Golf Course �/'k•T',4:5.. Y&uhU34''r.4radlv�2 r!'.e8; :iY4. ;IC.C.Tssi RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with Burnside Services, Inc., in the amount of$230,661.40 for sand bunker improvements at Meadowbrook Golf Course. DISCUSSION: On February 10, 2004, (M&C G-14259) the City Council authorized the Parks and Community Services Department (PACSD) to proceed with a three phase renovation plan for Meadowbrook and Pecan Valley Golf Courses. Phase II of the renovation plan includes renovation of multiple sand bunkers at Meadowbrook Golf Course. This renovation plan was initially developed by the golfing stakeholders, PACSD staff and the Golf Advisory Committee (GAC) during a meeting held on July 28, 2003. The Golf Advisory Board unanimously approved a motion to endorse this plan at their regularly scheduled meeting on December 3, 2003. The plan was subsequently presented to and endorsed by both the Parks and Community Services Advisory Board on December 16, 2003 and the City Council's Government and Neighborhood Relations Committee on January 4, 2004. This project advertised for bid on December 21 and 28, 2006 with the following bids received on January 18, 2007: Burnside Services, Inc. Landconstructors, Inc. Base Bid $190,013.40 $254,652.83 Bid Alternate 1 $14,324.00 $21,086.00 Bid Alternate 2 $4,906.00 $5,583.00 Bid Alternate 3 $8,408.00 $8,961.00 Bid Alternate 4 $13,010.00 $29,586.00 Total $230,661.40 $319,868.83 Base Bid work includes bunker reshaping, installation of subsurface bunker drainage and sand replacement to multiple existing sand bunkers throughout the golf course. Bid Alternates provide for the construction of new fairway sand bunker complex as follows: Bid Alternate (BA): BA-1 - Fairway No. 8; BA-2 - Fairway No. 14; BA-3 - Fairway No. 13 and BA-4 - Fairway No. 5. It is recommended the the Base Bid, totaling $190,013.40, and Bid Alternates 1 -4, totaling $40,648.00, together totaling $230,661.40 as submitted by Burnside Services, Inc. be approved for award of contract. Contract time is 50 Calendar Days. Burnside Services, Inc. is in compliance with the City's M/WBE Ordinance by documenting a good faith effort. The City's goal for this project is 10 percent. Construction is anticipated to begin in early May 2007 with completion by mid June 2007. Meadowbrook Golf Course is located in COUNCIL DISTRICT 4 and serves the entire City. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are availalbe in the current capital budget, as appropriated, of the Golf Capital Project Fund. TO Fund/Account/Centers FROM Fund/Account/Centers GC16 541600 080160520120 $230_661.40 Submitted for City Manager's Office by: Libby Watson (6183) Originating Department Head: Melody Mitchell (871-5704) Additional Information Contact: Mike Ficke (871-5746) ATTACHMENTS 03/13/07 15:08 FAX 871 6724 C TY OF FT WORTH g 002 CITY OF FORT WORTH PARKS AND COMMUNITY SERVICES DEPARTMENT MEADOWBROOK GOLF COURSE BUNKER RENOVATION _ ADDENDUM NO. 1 January 9,2007 The following additions,deletions,modifications or clarifications shall be made to the appropriate sections of the plans and specifications and shall become a part of the contract documents.Bidders shall acknowledge receipt of this Addendum in the Proposal. Svecifications 1. Notice to Bid ers—Note in Item No. 1 /Minority/'Women's Business Enterprise Participation Goals:the bidder(a)shall submit documentation to the Engineering Department,2nd floor of City Hall,not Purchasing Department 2. Proposal—Pg.5/Item D. -Project time shall be changed from 50 Working Days to 50 Cal�Days. I Contract/Item 4-Project time shall be changed from 50 Working Days to 50 Calendar Days. End of Addendum No. 1 By: Mike Ficke 03/13/07 15:08 FAX. 871 5724 CITY OF FT WORTH X003 CITY OF FORT WORTH PARKS AND COMMUNITY SERVICES DEPARTMENT MEADOWBROOK GOLF COURSE BLINKER RENOVATION _ ADDENDUM NO. 2 January 11,2007 The following additions,deletions,modifications or clarifications shall be made to the appropriate sections of the plans and specifications and shall become a part of the contract documents,bidders s l acknowledge receipt of this Addendum in IS Propos f Specifications 1. Contractor shall limit cutting across fairways,roughs, and areas in play to a minimum. Access across and throughout the course can be achieved through out-of-- play areas. If crossing a fairway is necessary to gain access to a work area,damage in turfed areas shall be repaired back to better condition at the end of the project as stated in the first page of GRADING NOTES of the plans. 2. Contractor shall limit closing only two golf holes at any given time to allow for the continuation of play. If additional holes are to be closed above two,Contractor shall notify golf course staff in ample time to allow for temporary greens,or to rc-route golfers. 3. The City of Fort Worth currently purchases bunker sand from Neese Materials. - Section 800-Bunker Construction,Item E Materials, 1. Trap Sand,shall read: Bells Savoy Sand Supplied By: Neese Materials 1919 S. Shiloh, Suite 312 LB#2 Garland,Texas 75042 - 972-278-1585 Contact:John Neese Or equal. 4. Irrigation removal and re-installation shall be the responsibility of the City. Contractor shall notify golf course staff to arrange adequate time to allow for staff to remove heads,pipe,etc. After grading has been approved,golf course staff shall re- install pipe,heads,etc.to allow contractor to complete work in that area. Trenching in areas will require the Contractor to communicate with golf course staff to identify locations of existing irrigation pipe. City shall be responsible to repair accidefital trenching through existing pipe. End of Addendum No.2 Prepared by; Steven Plumer PLUMER GOLF DESIGN 4101 Green Oaks Blvd.West, Suite 141 Arlington,Texas 76016 817-277-2000 7■+�' Q�KS h COMMA . }i � N7I'FG� 1 00 SPF y ftt+ * 1 \ PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS FOR PROJECT NAME PROJECT NUMBER SAND BUNKER IMPROVEMENTS AT: GC16/541600/080160520120 MEADOWBROOK GOLF COURSE IN THE CITY OF FORT WORTH TEXAS MIKE MONCRIEF CHARLES R. BOSWELL MAYOR CITY MANAGER MELODY MITCHELL,ACTING DIRECTOR PARKS AND COMMUNITY SERVICES PARKS AND COMMUNITY SERVICES DEPARTMENT FUNDING OF PROJECT BY CITY OF FORT WORTH GOLF ENTRISE FUND PLUMER GOLF DESIGN 4101 Green Oaks Blvd. West, Suite 141 Arlington,Texas 76013 817-277-2000 DECEMBER 2006 .-w TABLE OF CONTENTS a� 1. NOTICE TO BIDDERS 2. SPECIAL INSTRUCTIONS TO BIDDERS 3. PROPOSAL 4. CITY OF FORT WORTH M/WBE ENTERPRISE SPECIFICATIONS 5. CITY OF FORT WORTH PREVAILING WAGE RATES 1 6. WEATHER TABLE 7. VENDOR COMPLIANCE TO STATE LAW 8. CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION 9. PROJECT DESIGNATION SIGN 10. TECHNICAL SPECIFICATIONS DIVISION 1 -GENERAL REQUIREMENTS SECTION 01100-Summary of Work SECTION 01135-Contract Time " SECTION 01140-Alternatives J, 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 200 -Staking SECTION 300 - Rough Grading �r SECTION 400 - Finish Grading SECTION 500 -Drainage SECTION 800 - Bunker Construction ' SECTION 1000 - Fine Grading,Fertilizing and Grassing ' DIVISION 3—PLANS&DETAILS T r 11. CERTIFICATE OF INSURANCE 12. BIDDER'S STATEMENT OF QUALIFICATIONS 13. PERFORMANCE BOND 14. PAYMENT BOND 15. MAINTENANCE BOND 16. CONTRACT NOTICE TO BIDDERS Sealed Proposals for the following: (Project) Meadowbrook Sand Bunker Improvements PROJECT NO. GC 16/541600/080160520120 DOE NO. 5512 Addressed to Mr. Charles R. Boswell, City Manager of the City of Fort Worth, Texas, will be received at the Purchasing Division Office until 1:30 p.m., Thurs., January 18, 2007 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 by contacting Steven Plumer, Plumer Golf Design, 4101 Green Oaks Blvd. West, Suite 141, Arlington, Texas 76016, or by calling 817-277-2000. Documents will be provided to prospective bidders for a deposit of$125.00 per set; deposits shall be made in the form of a check or money order made out to Plumer Golf Design. Each prospective bidder shall receive a deposit refund of$25.00 if the documents are returned in good condition within 10 days after bids are opened. These documents contain additional information for prospective bidders. All Bidders will be required to comply with Provision 5159a of"Vernon's Annotated Civil Statutes" of the State of Texas with respect to the payment of the prevailing wage rates, and City Ordinance No. 7278, as amended by City Ordinance No. 7400 (Fort Worth City Code, Section 13-A-21 through 13-A-29) prohibiting discrimination in employment practices. 1. Minority/Women's Business Enterprise Participation Goals In accordance with the City of Fort Worth Ordinance No. 15530, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the M/WBE Office or from the Office of the City Secretary. The bidder shall submit the MBE /WBE UTILIZATION FORM, SUBCONTRACTOR /SUPPLIER UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM, GOOD FAITH EFFORT FORM and /or the JOINT VENTURE FORM ("Documentation) as appropriate and must be received no later than 5:00 P.M., five (5) City business days after the bid opening date, exclusive of the bid opening date. The bidder (a) shall submit documentation to the Purchasing Department, lower level at City Hall, and shall obtain a receipt in person. Such receipt shall be evidence that the documentation was received by the City. (b) Electronic submittal of MWBE documentation will not be accepted. Failure to comply with (a) and (b) shall render the bid non-responsive. The following list is provided to assist bidders in obtaining the services of M/WBE vendors qualified to provide such services/materials for this project. A listing of qualified M/WBE vendors may be obtained at the City of Fort Worth M/WBE office, 3rd floor City Hall. Services/materials for this project are as follows: demolition/site prep drainage grassing grading sodding The City's minimum M/WBE goal on this project is 10% of the total dollar value of this contract. - 2. Prime Bidder Qualification Requirements The City will evaluate all submitted bids based on criteria and qualifications to determine award of contract as noted in Item 14. - Bidder's Statement Of Qualifications— Special Instructions To Bidders and upon receipt of Bidder's Statement Of Qualifications form included in this construction document. In general: • The Prime Bidder, as general contractor or sub-contractor, must demonstrate similar project scope experience on three (3) projects within the last three (3) years. All subcontractors intended for use on this project shall also demonstrate similar project scope experience necessary to successfully perform on their respective portion of work on this project. • The Prime Bidder must provide a list the surety company(s) which issued bonds for projects listed above. Additionally, the Prime bidder shall list the surety company intended for use on this project. • The Prime Bidder must submit a current certified financial statement prepared by an independent Certified Public Accountant. • The Prime Bidder shall perform with its own organization and with the assistance of work crews under its superintendence work of a value not less than fifty percent (50%) of the project scope of work as per Section 8.1 of the standard specifications for Street and Storm Drain Construction for the City of Fort Worth. 3. Bid Addendum Bidders are responsible for obtaining all addenda to the contract documents and acknowledging receipt of the addenda by initialing the appropriate spaces on the Proposal form. Bids that do not acknowledge receipt of all addenda may be rejected as being non-responsive. Information regarding the status of addenda may be obtained by contacting the Project Manager. 4. Pre— Bid Conference A pre-bid conference will be held with prospective bidders at the Meadowbrook Golf Course Pro Shop, 1815 Jenson Road (MAPSCO No. 79B) on Tuesday January 9th at 4:00 p.m. 5. AWARD OF CONTRACT The City reserves the right to reject any or all bids and waive any or all formalities. The City will award one contract with a combination of base bids and/or alternates which is most advantageous to the City. No bid may be withdrawn until the expiration of 70 calendar days from the day bids are opened. The award of contract, if made, will be within 70 calendar days after the opening of bids, but in no case will the award be made until all necessary investigations are made as to the responsibility of the bidder to whom the contract will be awarded. MELODY MITCHELL, ACTING DIRECTOR CHARLES R. BOSWELL PARKS AND COMMUNITY SERVICES DEPARTMENT CITY MANAGER MARTY HENDRIX CITY SECRETARY By: Mike Ficke (817) 871-5746 Nancy Bunton, Assistant Director— Golf Operations (817) 871-5717 0 0 SPECIAL INSTRUCTIONS TO BIDDERS 1. BID SECURITY: Cashier's check or an acceptable bidder's bond payable to the City of Fort Worth, in an amount of not less than 5 percent of the largest possible total of the bid submitted must accompany the bid, and is subject to forfeit in the event the successful bidder fails to execute the contract documents within ten days after the contract has been awarded. To be an acceptable surety on the bid bond, the surety must be authorized to do business in the state of Texas. In addition, the surety must (1) hold a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law; or (2) have obtained reinsurance for any liability in excess of$100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law. Satisfactory proof of any such reinsurance shall be provided to the City upon request. The City, in its sole discretion, will determine the adequacy of the proof required herein. 2. PROPOSAL: After proposals have been opened and read aloud, the proposals will be tabulated on the basis of the quoted prices,the quantities shown in the proposal, and the application of such formulas or other methods of bringing items to a common basis as -" may be established in the Contract Documents. The total obtained by taking the sum of the products of unit prices quoted and the estimated quantities plus any lump sum items and such other quoted amounts as may enter into the cost of the completed project will be considered as the amount of the bid. Until the award of the contract is made by the Owner,the right will be reserved to reject any or all proposals and waive technicalities, to re-advertise for new proposals, or to proceed with the work in any manner as maybe considered for the best interest of the Owner. The quantities of work and materials to be furnished as may be listed in the proposal forms or other parts of the Contract Documents will be considered as approximate only and will be used for the purpose of comparing bids on a uniform basis. Payment will,be made to the Contractor for only the actual quantities of work performed or materials furnished in strict accordance with the Contract Documents and Plans. The quantities of _ work to be performed and materials to be furnished may be increased or decreased as hereinafter provided,without in any way invalidating the unit prices bid or any other requirements of the Contract Documents. 3. ADDENDA: Bidders are responsible for obtaining all addenda to the Contract Documents prior to the bid receipt. Information regarding the status of addenda may be obtained by contacting Parks and Community Services Department telephone number indicated in the Notice to Bidders. Bids that do not acknowledge all applicable addenda will be rejected as non-responsive. (See Item G in the Proposal.) 4. AWARD OF CONTRACT: The Contract may not necessarily be awarded to the lowest bidder of the Base Bid. The Parks and Community Services Department shall evaluate and recommend to the City Council the best bid based on the combined benefits of total SPECIAL INSTRUCTIONS TO BIDDERS -I - bid price and number of contract days allotted, as specified in the Proposal, and which is considered to be in the best interest of the City. Regardless of the Alternative chosen,the Contractor agrees to complete the Contract within the allotted number of days. If the Contractor fails to complete the work within the number of days specified in the Construction Documents, liquidated damages shall be charged as outlined in General Provisions, Item 8.6 Failure to Complete Work on Time, found in the Standard Specifications for Street and Storm Drain Construction of the City of Fort Worth, Texas. 5. PAYMENT,PERFORMANCE AND MAINTENANCE BONDS: The successful bidder entering into a contract for the work will be required to give the'City surety in a sum equal to the amount of the contract awarded. The successful bidder shall be required to furnish bonding as applicable in a sum equal to the amount of the contract awarded. The form of the bond shall be as herein provided and the surety shall be acceptable to the City. All bonds furnished hereunder shall meet the requirements of Chapter 2253 of the Texas Government Code, as amended. A. If the total contract price is $25,000 or less,payment to the contractor shall be made in one lump sum. Payment shall not be made for a period of 45 calendar days from the date the work has been completed and accepted by the City. B. If the contract amount is in excess of$25,000, a Payment Bond shall be executed,in the amount of the contract, solely for the protection of all claimants supplying labor and material in the prosecution of the work. C. If the contract amount is in excess of$100,000, a Performance Bond shall be executed, in the amount of the contract conditioned on the faithful performance of the work in accordance with the plans, specifications, and contract documents. Said bond shall solely be for the protection of the City of Fort Worth. D. A Maintenance Bond shall be required for all Parks and Community Services _ Department projects to insure the prompt, full and faithful performance of the general guarantee as set forth in Division 1, Section 01700-Project Closeout, Item 1.02. In order for a surety to be acceptable to the City, the surety must meet the requirements of V. A. T. S Insurance Code, art. 7.19-1(c). Satisfactory proof of any such reinsurance shall be provided to the City as outlined in the Notice To Bidders. The City, in its sole discretion,will determine the adequacy of the proof required herein. No sureties will be accepted by the City that are at the time in default or delinquent on any bonds or which are interested in any litigation against the City. Should any surety on the contract be determined unsatisfactory at any time by the City,notice will be given to the contractor to that effect and the contractor shall immediately provide a new surety satisfactory to the City 6. LIQUIDATED DAMAGES: The Contractor's attention is called to Part 1 - General Provisions, Item 8, Paragraph 8.6, Standard Specifications for Street and Storm Drain SPECIAL INSTRUCTIONS TO BIDDERS -2- - Construction of the City of Fort Worth, Texas, concerning liquidated damages for late completion of projects. 7 EMPLOYMENT: All bidders will be required to comply with City Ordinance No. 7278 as amended by City Ordinance No. 7400 (Fort Worth City Code Section 13-A-21 through 13-A-29)prohibiting discrimination in employment practices. 8 WAGE RATES: All bidders will be required to comply with provision 5159a of "Vernons Annotated Civil Statutes" of the State of Texas with respect to the payment of -- prevailing wage rates as established by the City of Fort Worth,Texas, and set forth in Contract Documents for this project. Disregard if Federal Wage Rates are applicable to this project. If Federal Wage Rates are applicable to a project,the Contractor shall Y comply with all items identified in the attached Contractor's Packet. For further information regarding this packet, contact the Intergovernmental Affairs/Grants Management Division, Finance Department at (817)871-8365 or 871-8387 9. FINANCIAL STATEMENT: A current certified financial statement shall be provided to the City as outlined in the Notice to Bidders for use by the CITY OF FORT WORTH in determining the successful bidder. This statement is to be prepared by an independent Public Accountant holding a valid permit issued by an appropriate State Licensing Agency. 10. INSURANCE: Within ten days of receipt of notice of award of contract, the Contractor must provide, along with executed contract documents and appropriate bonds,proof of insurance for Workers Compensation (statutory); Comprehensive General Liability ($1,000,000 per occurrence, $2,000,000 aggregate); and Automobile Insurance ($1,000,000 each accident on a combined single basis or$250,000 property damage/$500,000 bodily injury per person per occurrence. A commercial business policy shall provide coverage on"any auto", defined as autos owned, hired, and non- owned). Additional lines of coverage may be requested. If such a request is made after bid opening, Contractor shall be entitled to additional compensation equal to 110% of the additional premium cost. For worker's compensation insurance requirements, see Special Instructions to Bidders - Item 16. ADDITIONAL INSURANCE REQUIREMENTS: A. The City, its officers, employees and servants shall be endorsed as an additional _ insured on Contractor's insurance policies excepting employer's liability insurance coverage under Contractor's workers' compensation insurance policy. B. Certificates of insurance shall be delivered to the City of Fort Worth, contract administrator in the respective department as specified in the bid documents, 1000 Throckmorton Street, Fort Worth, TX 76102, prior to commencement of work on the contracted project. C. Any failure on part of the City to request required insurance documentation shall not constitute a waiver of the insurance requirements specified herein. D. Each insurance policy shall be endorsed to provide the City a minimum thirty days notice of cancellation, non-renewal, and/or material change in policy terms SPECIAL INSTRUCTIONS TO BIDDERS -3- - or coverage. A ten days notice shall be acceptable in the event of non-payment of premium. E. Insurers must be authorized to do business in the State of Texas and have a current A.M. Best rating of A: VII or equivalent measure of financial strength and solvency. F. Deductible limits, or self-funded retention limits, on each policy must not exceed $10,000.00 per occurrence unless otherwise approved by the City. G. Other than worker's compensation insurance, in lieu of traditional insurance, City may consider alternative coverage or risk treatment measures through insurance pools or risk retention groups. The City must approve in writing any alternative coverage. H. Workers' compensation insurance policy(s) covering employees employed on the project shall be endorsed with a waiver of subrogation providing rights of recovery in favor of the City. I. City shall not be responsible for the direct payment of insurance premium costs for contractor's insurance. J. Contractor's insurance policies shall each be endorsed to provide that such insurance is primary protection and any self-funded or commercial coverage maintained by City shall not be called upon to contribute to loss recovery. K. In the course of the project, Contractor shall report, in a timely manner,to City's officially designated contract administrator any known loss occurrence which could give rise to a liability claim or lawsuit or which could result in a property loss. L. Contractor's liability shall not be limited to the specified amounts of insurance required herein. M. Upon the request of City, Contractor shall provide complete copies of all insurance policies required by these contract documents. 11. NON-RESIDENT BIDDERS: Pursuant to Texas Government Code, art. 2252.002, the City of Fort Worth will not award this contract to a non-resident bidder unless the non- resident's bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a _ non-resident bidder to obtain a comparable contract in the state in which the non- resident's principal place of business is located. "Non-resident bidder" means a bidder whose principal place of business is not in this state, but excludes a contractor whose ultimate parent company of majority owner has its principal place of business in this state. SPECIAL INSTRUCTIONS TO BIDDERS -4- - "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 the project is funded in whole or in part with federal funds. The appropriate blanks of the Proposal must be filled out by all non-resident bidders in order for its bid to meet specifications. The failure of a non-resident contractor to do so - will automatically disqualify that bidder. 12. MINORITY/WOMEN BUSINESS ENTERPRISE: In accordance with.City of Fort Worth Ordinance No. 15530, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. You may obtain a copy of the Ordinance from the Office of the City Secretary. The MEB/WBE Utilization Form, Subcontractor/ Supplier Utilization Form, Prime Contractor/Waiver Form and the Good Faith Effort Form and or the Joint Venture Form, as applicable, must be submitted no later than 5:00 p. in. five (5) City business days after the bid opening date, exclusive of the bid opening date. The bidder shall submit the documentation at the reception area of the Department of Engineering("Managing Department"), 2nd floor, City Hall, and shall obtain a receipt. Failure to comply shall render the 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 firms)to be utilized on this project. Such Letters of Intent or executed agreements shall include the following information: 1. Name of Contract 2. Name of M/WBE firm utilized 3. Scope of Work to be performed by the M/WBE firm 4. Monetary amount of work to be performed by the M/WBE firm 5. Signatures of all parties i A notice to proceed will not be issued until the signed letter(s) or executed agreement(s) have been received. 1 Throughout the duration of this project, the Contractor comply with the M/WBE 0% Ordinance by complying with the following procedures: • A M/WBE Participation Report Form must be submitted monthly until the contract is completed. The first report will be due 30 days after commencement of work. The 0% monthly report MUST have an original signature to ensure accountability for audit '01 purposes. 1^ • Reports are to be submitted monthly to the M/WBE Office,regardless of whether or 01 not the M/WBE firm has been utilized. If there was no activity by an M/WBE in a particular month,place a "0" or "no participation" in the spaces provided, and provide d SPECIAL INSTRUCTIONS TO BIDDERS -5- a brief explanation. • The Contractor shall provide the M/WBE Office proof of payment to the M/WBE subcontractors and suppliers only. The M/WBE Office will accept the following as proof of payment: 1. Copies of submitted invoices with front and back copies of canceled check(s), OR 2. A notarized letter explaining, in detail: a Subcontractor/supplier Scope of Work b. Date when services were received from subcontractor/supplier c. Amounts paid to the subcontractor/supplier d. Original signatures from both parties must be included on this letter. • If the Contractor foresees a problem with submitting participation reports and/or proof of payment on a monthly basis,the M/WBE Office should be notified. If the Contractor wishes to change or delete an M/WBE subcontractor or supplier, adhere to the following: { 1. Immediately submit a Request for Approval of Change Form to the M/WBE Office explaining the request for the change or deletion. 2. If the change affects the committed M/WBE participation goal, state clearly how and why in documentation. a. All requests for changes must be reviewed and pre-approved by the M/WBE Office. b. If the Contractor makes change(s)prior to approval,the change will not be considered when performing a post compliance review on this project. - • Upon the Contractor's successful completion of this project, and within ten days after receipt of final payment from the City of Fort Worth, The Contractor will provide the M/WBE Office with a Final Participation Report Form to reflect the total participation from ALL subcontractors/suppliers utilized on the project. • All forms are available at the M/WBE Office, 3rd floor - City Hall. For additional information regarding compliance to the M/WBE Ordinance, call (817) 871-6104. Upon request, Contractor agrees to provide to Owner Complete and accurate information regarding actual work performed by a Minority/Women Business Enterprise (M/WBE) on the contract and payment therefore. Contractor further agrees to permit an audit and/or examination of any books,records or files in its possession that will substantiate the - actual work performed by an M/WBE: The misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal; state or local laws or ordinances relating to false statements; further, any such misrepresentation(other than a negligent misrepresentation) and/or commission of fraud SPECIAL INSTRUCTIONS TO BIDDERS -6- 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 permit can be obtained by calling the Forestry Office at 871-5705. All tree work shall be in compliance with pruning standards for Class II Pruning as described by the National Arborist Association. A copy of these standards can be provided by calling the above number. Any damage to public trees due to negligence by the Contractor shall be assessed using the current formula for Shade Tree Evaluation as defined by the International Society of Arboriculture. Payment for negligent damage to public trees shall be made to the City of Fort Worth and may be withheld from funds due the Contractor by the City. To prevent the spread of the Oak Wilt fungus, all wounds on Live Oak and Red Oak trees shall be immediately sealed using a commercial pruning paint. This is the only instance when pruning paint is recommended. 14. BIDDER'S STATEMENT OF QUALIFICATIONS A. QUALIFICATION OF BIDDERS: Prime Bidder and all sub-contractors to be used by the bidder in the performance of this project shall be required to demonstrate experience necessary to successfully perform the proposed scope of work. The Prime Bidders' specific(1)experience, (2) stability and(3)history of performance on projects of a similar nature and scope will be considered. The BIDDERS STATEMENT OF QUALIFICATIONS shall be provided to the City as outlined in the Notice To Bidders and as noted in the specifications for the purpose of evaluating the Prime bidder/subcontractors qualifications. B. PRIME BIDDER/SUBCONTRACTOR QUALIFICATIONS 1. Demonstrate experience as either general or sub-contractor on a minimum of three (3) projects similar in scope within the last three (3) years. 2. Provide listing of surety company(s) which issued bonds for previous projects identified as demonstrated experience. 3. Provide name of surety company to be used for this project. 4. Provide a current certified financial statement as prepared by an independent Certified Public Accountant. 5. Name and qualifications for the site superintendence of the work. 6. Identify at least 50% of work which is to performed by the Prime Bidder with its own organization and work crews under its superintendence. 7. All sub-contractors intended for use on this project shall also demonstrate similar project scope experience (three similar projects in scope within last three years) necessary to successfully perform their respective portion of work on this project. SPECIAL INSTRUCTIONS TO BIDDERS -7- 8. Submittal of Letters Of Intent for the use of specific subcontractors listed on the Bidders Statement Of Qualification form. The Prime Bidder shall submit such Letters of Intent to the City no later than five (5)working days upon being recognized as the overall qualified bidder by the City. Should the Prime Bidder subsequently desire to substitute a subcontractor,the Prime Bidder shall notify - Project Manager in writing along with Letter Of Intent and experience qualifications for approval prior to commencement of construction. The documentation required herein shall be received by the Project Manager of the Parks and Community Services Department no later than five (5) City business days after the bid opening date, exclusive of the bid opening date. Recommendation of award of contract shall be contingent upon the Bidder and/or sub-contractors meeting such qualification requirements. Location and responsive ability of the firm will be considered. ` If your firm anticipates entering into a joint venture with any other firm to conduct all or part of the performance required under the proposed project, that firm should be specified in your response. For each firm included in the joint venture,please provide the information required above. Under the Contract executed for this work the.City will require your firm to be completely 100 percent responsible for fulfilling all aspects of the contract bonds. Other firms and employees that may be involved in their joint venture will be treated by the City under the contract as if they were employees or subcontractors of your firm. Other than those firms noted in the contract as a part of the joint venture, no other firms will be allowed to participate in the joint venture without written consent from the City. 15. OZONE ALERT DAYS: The Contractor shall be required to observe the following guidelines relating to working on City construction sites on days designated as "OZONE ALERT DAYS". Typically, the Ozone Alert season within the Metroplex area runs from _ May through September, with 6:00 a.m. - 10:00 a.m. being critical ozone forming periods each day. The Texas Natural Resource Conservation Commission(TNRCC)in coordination with the National Weather Service, will issue the Ozone Alert by 3:00 p.m. on the afternoon prior to the alert day. On designated Ozone Alert Days, the Contractor shall bear the responsibility of being aware that such days have been designated Ozone Alert Days and as such shall not begin work until 10:00 a.m. whenever construction phasing requires substantial use of motorized equipment. However, the Contractor may begin work earlier if such work minimizes the use of motorized equipment prior to 10:00 a.m. If the Contractor is unable to perform continuous work for a period of at least seven hours between the hours of 7:00 a.m. - 6:00 p.m., on a designated Ozone Alert Day,that day will be considered as a weather day and added onto the allowable weather days of a given month. 16. WORKERS COMPENSATION INSURANCE COVERAGE: Contractors compliance with Workers Compensation shall be as follows: SPECIAL INSTRUCTIONS TO BIDDERS -8- A. Definitions: Certificate of coverage("certificate") - A copy of a certificate of insurance, a certificate of authority to self-insure issued by the commission,or a coverage agreement(TWCC-81, TWCC-82,TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity employees providing services on a project, for the duration of the project. Duration of the project- includes the time fr6m the beginning of the work on the project until the contractor's/person's work on the project has been completed and accepted by the governmental entity. Persons providing services on the project("subcontractor" in 406.096) - includes all persons or entities performing all or part of the services the contractor has undertaken to perform on the project,regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner-operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include,without limitation, providing,hauling, or delivering equipment'or materials, or providing labor,transportation, or other service related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. B. The contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the ` statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of the contractor providing services on the project, for the duration of the project. C. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. D. If the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project,the contractor must,prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. E. The contractor shall obtain from each person providing services on a project, and provide to the City: (1) a certificate of coverage, prior to that person beginning work on the project, so the City will have on file certificates of coverage showing coverage for all persons providing services on the project; and (2) no later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. E. The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. SPECIAL INSTRUCTIONS TO BIDDERS -9- G. The contractor shall notify the governmental entity in writing by certified mail or personal delivery, within ten days after the contractor knew or should have known,of any change that materially affects the provision of coverage of any person providing services on the project. H. The contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Workers' Compensation Commission,informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. I. The contractor shall contractually require each person with whom it contracts to ` provide services on a project,to: (1) provide coverage,based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project,for the duration of the project; (2) provide to the contractor,prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (3) provide the contractor,prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (4) obtain from each other person or entity with whom it contracts, and provide to the contractor: (a) a certificate of coverage, prior to the other person or entity beginning work on the.project; and (b) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter. (6) notify the governmental entity in writing by certified mail or personal delivery, within ten days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and } (7) contractually require each person with whom it contracts,to perform as required by paragraphs (1) - (7), with the certificates of coverage to be provided to the person for whom they are providing services. J. By signing this contract or providing or causing to be provided a certificate of coverage,the contractor is representing to the governmental entity that all employees SPECIAL INSTRUCTIONS TO BIDDERS - 10- of the contractor who will provide services on the project will be covered by workers' compensation coverage for the duration of the project,that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage T agreements will be filed with the appropriate insurance carrier or, in the case of a self- insured, with the commission's Division of Self-Insurance Regulation. The providing of false or misleading information may subject the contractor to administrative penalties, criminal penalties, civil penalties or other civil actions. K. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor which entitles the City to declare the contract terminated if the contractor does not remedy the breach within ten days after receipt of notice of breach from the City. "The contractor shall post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Workers' Compensation Act or other Texas Workers' Compensation commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text, without any additional words or changes: REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling,or delivering equipment or materials, or providing labor or transportation or other service related to the project,regardless of the identity of their employer or status as an employee." "Call the Texas Workers' Compensation Commission at(512)440-3789 to receive information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage." END OF SECTION SPECIAL INSTRUCTIONS TO BIDDERS - 11 - Proposal PROPOSAL TO: Mr. Charles Boswell City Manager Fort Worth, Texas FOR: MEADOWBROOK GOLF COURSE IMPROVEMENTS (SAND BUNKER RENOVATION) Project No. GC16/541600/080160520120 DOE No. 5512 Pursuant to the foregoing"Notice to Bidders,"the undersigned has thoroughly examined the plans, specifications, and the site, understands the amount of work to be done, and hereby proposes to do all the work and furnish all labor, equipment, and materials necessary to fully complete all the work as provided in the plans and specifications, and subject to the inspection and approval of the Parks and Community Services Department Director of the City of Fort Worth. The"approximate quantity" category is for information purposes only. The Contractor shall be paid on the basis of actual installed quantities on non lump sum items. Additionally, the Contractor shall be aware that the Proposal contains both Lump Sum and Unit Price items. If the lowest bid received exceeds the funds budgeted for the project, the City reserves the right to decrease the quantities contained in any line item or to eliminate any specific line items before award of the contract in order to bring the work within budget. By submitting a bid, the bidder acknowledges the City's right to adjust or eliminate line items prior to the award of contract. Further, by submitting a bid, the bidder agrees to honor each line item bid price without recourse to the City in the event line items are adjusted or eliminated. Upon acceptance of this proposal by the City CoLWcil, the bidder is bound to execute a contract and furnish, if applicable, Performance, Payment, and Maintenance Bonds approved by the City of Fort Worth for performing and completing the said work within the time stated and for the following sums, to wit: PLUMER GOLF DESIGN9 'Js': Meadowbrook Golf Course - December 2006 r V Proposal CONTRACTOR'S BASE BID FORM ;1 N"OWBROOK GOLF COURSE, FOR'N WORTH, TEXAS GOLF COURSE CONSTRUCTION ITEMS Bid Opening Date:January 18,2007 ` BASE BID ��liY M QUANTITY ESTIMATE UNIT PRICE LINE&SCHEDULE TOTAL ale A-MobilizatiRn&Clearing (furnish and install complete per specs) LL Mobilization Lamp Sum $ 0 D 0 (Not to exceed 5%of bid lump sum) 2. Staking Lump Sum $ 000 .:�j Clearing/Demolition a.Miscellaneous Tree+/Stump 1 EA $_k4 0/EA $ y, Total Schedule A `Schedule B-Mass Grading (furnish ind install complete per sees) 1. Feature Shapifig a.Now Sand Bunker 20 Bunkers $ 115'0 Bunker $ 5Z 000 b.Replace Bunker Sand 1 Bunkers $ JS0 0Bunker $ /..000 c.Removal..of Sand Bunker(Shaping) 7 Bunkers $ Soo Bunker $ 1V,too =; 2. Erosion Control a.Silt Fence 1,515LF $ 3 5'0 /LF $ S',3.02 Total.Schedule B $ 6 7,,,,!0?•So Schedule C4;Drainage(fur*h-and install complete per specs or manufacture's recommendations) 1_ Drainage Pipe-Smooth wall(CPP)corrugated plastic pipe a.6" 2,101 LF $ - /LF $ 1`1 707 2. Catch Basins a.8"Nylo-plast Inline Drain 6 EA $ .?so/EA 3- Additional Drainage allowance(to be utilized by Golf Course Designer to solve field problems)at unit prices supplied for pipe and structures. Allow $1,000.00 Total Schedule C $ 17,207 Li31wfER GOLF DESIGN owlxook Golf Course 66c 2006 E Proposal ITIS OTTANTYTY ESTEVIATE UNIT PRICE LINE&SCHEDULE TOTAL D-Fedum Construction(furnish and install complete per specs or manufacturer's recommendations) a.4'Perforated Smooth Wall CPP 2,209 LF. $ —/LF $� h Drain Features 1.Cleanouts 21 EA $ 00 /EA $ /60 ' 2.Connection Markers 28 EA $ rj$'/EA $ ad 3.NDS Pop-Up Drain Emitter 13 EA $ ISO /EA $ 19sD Bunker Construction 'r r a_Hand Edging 21 EA. $ SD/EA $ 1.714-no b.Furnish and Place Sand (19,683 SF) 280 CY $ V 0 /CY (Includes 16%for waste) AW 464 Total Schedule C � r wale E-GraSS1nE and Tree Planting(fumish and install complete per specs and manufacture's recommendation) . 3 Soil Preparation-Debris, Removal,Fine Grade Work Areas,Haul Roads and all Disturbed Areas 73,063 SF $ 10 /SF $ 7 1, Fertilize 73,063 SF $ •o5'/SF $ 36S7.1-1 3- Sodding-Allowance(Actual distribution to be determined by Owner and Golf Course Designer in the Meld). a_Bunker Banks 8,119 SY $ 2.4'-rlSY $ a3,l39•!.f ` b.Irrigation Heads 12 SY $_a.1f/SY $ :?q.ao c.Drain Inlets 6 SY $ a•8S/SY $ /7-/0 Total Schedule E $ 3y9. 90 TOTAL ALL SCHEDULES—BASE BID $ /g 9, 4 a,3, y0 Iu 3• Sn G(RX DESIGN GoffCourse tx r Proposal �r ; -.' ALTERNATE BIDS Add Sand Bunker complex in No.8 Fairway Add a_ Furnish,Install&Maintain Silt Fence 125 LF b_ Haul-in Fill Material 369 CY c_ Furnish and Place Sand 4"(2,036 SF) 29 CY <u ;; (Includes 16%for waste) d. Furnish and Install Drainage 1.Clean-outs 2 EA 2.Connection Markers 2 EA 3.NDS Pop-Up Drain Emitter 2 EA 4.6"-Smooth wall(CPP) 169 LF '". 5.4"Perforated Smooth Wali CPP 253 LF e_ Hand Edge Bunker(2) f Fine Grade 9,849 SF g. Fertilize all areas 9,849 SF IL Sod all areas 1,094 SY 2. Add Sand Bunker in fairway at No. 14. Add $4906 (This sand bunker appears on the drawings,located to the left of the larger sand bunker which is included in t� the base bid:) a. Furnish,Install&.Maintain Silt Fence 45 LF b. Furnish and Place Sand 4"(446 SF) 6.3 CY (Includes 16%for waste) c. Furnish and Install Drainage 1.Clean-outs 1 EA 2.Connection Markers 2 EA 3.NDS Pop-Up Drain Emitter 0 EA 4.6"-Smooth wall(CPP) 100 LF 5.4"Perforated Smooth Wall CPP 72 LF - d_ Hand Edge Bunker(1) e. Fine Grade .2,288 SF f. Fertilize all areas 2,288 SF g. Sod all areas 254 SY pp " Ar3. Add Sand Bunker at No. 13 Green Complex(SB to the left of the green) Add $ (This sand bunker appears on the drawings,located to the left of the green. All other sand bunkers on this hole are included in the base bid.) a. Furnish,Install&Maintain Silt fence 45 LF b, Furnish and Place Sand 4"(948 SF) 13.5 CY c. Furnish and Install Drainage �x g 1.Clean-outs 1 EA p, 4 2.Connection Markers 2 EA 3.NDS Pop-Up Drain Emitter 0 EA 4.6"-Smooth wall(CPP) 166 LF 5.4"Perforated Smooth Wall CPP 110 LF �e d Hand Edge Bunker(1) Fine Grade 1,500 SF i Fertilize all areas 1,500 SF Sod all areas 166 SY (Wff'DESIGN CANCO se -4- Proposal Ate. Add Sand Bunker complex in No.5 Fairway Add $ 13,010 a_ Furnish,Install&Maintain Silt Fence 279 LF b. Haul-in Fill Material 1,220 CY c. Furnish and Place Sand 4"( 1,890 SF) .27 CY v (Includes 16%for waste) d. Furnish and Install Drainage g 1.Clean-outs 2 EA 2.Connection Markers 1 EA 3.NDS Pop-Up Drain Emitter 1 EA 4.6"-Smooth wall(CPP) 208 LF 5.4"Perforated Smooth Wall CPP 270 LF e. Hand Edge Bunker(2) f. Fine Grade 9,158 SF g. Fertilize all areas 9,158 SF h. Sod all areas 1,017 SY A This contract issued by an organization that qualifies for exemption pursuant to the provisions of Article 20.04(F)of the Texas Limited Sales, Excise and Use Tax Act. B. The Contractor performing this contract may purchase, rent or lease all materials, supplies, equipment used or consumed in the performance of the contract by.issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate complying with State Comptroller's ruling tax, said exemption certificate complying with State Comptroller's ruling#95-0.07. Any such exemption certificate issued by the Contractor in lieu of the tax shall be subject to the provisions of the State Comptroller's ruling#95.09 as amended to be effective October 2, 1968. r C. The undersigned assures that its employees and applicants for employment and those of any labor organization, subcontractor or employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance 7278, xzf as amended by City ordinance 7400(Fort Worth City Code Sections 13-A-21 through 13-A-29), prohibiting discrimination in employment practices. D_ The undersigned agrees to complete all work covered by these contract documents within 50 Working Days after the date for commencing work as set forth in the Notice to Proceed to be issued by the Owner and to pay not less than the 2002 AGC North Texas Construction Industry Survey. s lE Within ten (10)days of receipt of notice of acceptance of this,bid, the undersigned will execute the formal contract and will deliver applicable Surety Bonds for the faithful performance of this contract. The attached r= deposit check in the sum of Dollars($ is to become the property of the City of Fort Worth, Texas, or the attached Bidder's Bond is to be forfeited in the event the contract and applicable bonds are not executed within the time set forth,as liquidated damages for delay and additional work caused thereby. In case of ambiguity or lack of clearness in stating prices in the Proposal, the City reserves the right to adopt the most advantageous price for construction thereof to the City or to reject the proposal. Receipt is hereby acknowledged of the following addenda: DESIGN CVdf Course -5 - f f 3 Proposal No. 1 No.2 ✓ No. 3 No.4 Name: U.fll S G Suva Ott T rllC ' orized Signature: It k �Y Vie: a a rt,.. CSSF Anik5 0-ia $ y epho - dt It 4. V S-1 Gne: S iL(if corporation) d�F is T.ly n1 kl �f µx > ,• "7t7�ilH URBYr -6 - w ATTACHMENT 1A w Page 1 of 4 Rm-rWORTH 11 -24-07 A10 : . l t City of Fort Worth I� Subcontractors/Suppliers Utilization Form COWMY NAME: Check applicable block to describe prime ' �w'e1n5�e�t.SGru��eS �"lUG 4"E: MM/DBE NON-MlW/DBE Q _ / /� BID DATE �/'►'10l DG✓1 kwro;cWCjr 0L* fneadvw6reoMC l� �auv% 19, 2 DD-7 U'42ftftWNVI3E,Project Goal: Prime's MNVBE Project Utilization: PROJECT NUMBER /Q % S DO 16?S 016 OS,; OJi?c Identify all subcontractors/suppliers you will use on this project to 2�omplete this fiotr�i, m tt entirety with reques#ed documentation, and reclrlve8 fy the Marlaging on ar before {31ty buslr��s days after bld Qpening, axclusive�of l lc7 op ning date,r in the_brd breeing corsrdenon responsive to bid speaficatlons ersrgnesi Offeror agrees to enterint©,a formal agreement with the M1V�BE�fiirtn($) listed Ire:this •echediale, condlt�oied �uaon excutlori of a;contract wlfM the tatty ofi`ort �IV�rth The in#entlanal towing,misrepresmfataon=of fats as greands for consideration of_dlsgUefcaloh anc:-wdt result m the considered cion resporsie to btd sfe!3at�onsr MWEs listed toward meeting the project goal must be located in the nine (9) county marketplace or AnowerItiy doing business in the marketplace at the time of bid. Marketplace is the geographic area of Tarrant, r Asirker,Johnson, Collin, Dallas, Denton, Ellis, Kaufman and Rockwall counties. � '�¢ _�=e�el�;��er level:Y;;�'rler ts; the levet of subcontracting ,below-the �a�rr�rte contrastdr„ I e, a �lt`4ct�� �frc�`�i`r ��nme�c�otractlr to'a subco�ittac#or is cor�s�f�e��l '1"�tter, a�aymenf by a au�Gflra}rac�ot''ja . ALL M/WBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. 7 CGertifiication means those firms, located or doing business at the time of bid opening within the Marketplace, that have been determined to be bonafide minority or women businesses by the North Central Texas Regional Certification ncy(NCTRCA), or the Texas Department of Transportation (TX DOT), highway division. Disadvantaged Business farberprise(DBE) is synonymous with Minority/Women Business Enterprise(M/WBE). the nme vvt1l be Iver credit s..aIv as. the NV MBE isted awns and' ing services are utitized,_ p 9 R9 s at l6a Lone#idly it msec and operatlohal truokFtt�be t�se�d on the d-IJ fact The IVUI�/$E r ay tease: - � o aiictklerMffirm, rncludrng M/WBE owner operators, anal recelGe:401-.:MNVBE credit The 4 Imo` riase�truk Fon norti•M/1yV6Es, Including owner cipi�ators, buf�ritinly receive +credtf forkie= ti. �d;aomriiisslon5;oare b etre M/WEas;_o�utllned In,tleTease,a regiment._, Rev.5/30/03 ATTACHMENT 1A y 01 -24-07 A'1 0 :44 1 iJ Page 2of4 z y . P*rws are required to identify ALL subcontractorstsuppliers,regardless of status;i.e.,Minority,Women and non-M/(VBEs. Please list MJWBE firms first,use additional sheets if necessary. Certification (check one) ° 9COIFITRACTOR/SUPPLIER T Company Name i N T Detail Detail Address e M wC X ,N!"`; Subcontracting Work Supplies Purchased Dollar Amount T D W; Telephone/Fax r B B R o :13- E E C T y A 0,00 W#Ie r TX 72) .77Y- 9.SG z Z!y- -3r)-.qyz ��+y `-rX t 1� q19 sod �a� �0 . Rev.5/30/03 ATTACHMENT 1A 01 -24-07 Al 0 : +4 IN Page 4of4 3RTH wztw Dollar Amount of M/WBE Subcontractors/Suppliers $ " aW Dollar Amount of Non-MIWBE Subcontractors/Suppliers $ �� AL DOLLAR AMOUNT OF ALL SUBCONT.RACTORS/SUPPLIERS $ �js; S00, 60 .' tractor will:not make addital Nlmorityand Women Business Enterprise:Office Maiager>desighae #hrough the:;subrittal of;a for 4pproval o Chang��1 dfafidon Anyi un/ s1ed'chaiu,�e or tlefation aha!! be a rmateria! breach of and may result iri deba�ri�ient m accord with thei oditulir�ed,ih e ar �nance The dontraCd r 3ibmtt a detailed explanation of;hovel Elie requested changefadiono'r.�ieltton w+tl affect the cor#imi goal ,ti`theletail_expfarafion is no#sutsfid, rt W!"it' affect##gnat com'pltaiic deterrninafio :* affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, fh .[1A' .; plete and accurate information regarding actual work performed by all subcontractors, including x li/DBE(s) arrangements submitted with the bid. The Offeror also agrees to allow an audit and/or � mination of any books, records and files held by their company. The bidder agrees to allow the ission- of interviews with owners, principals, officers, employees and applicable tractors/suppliers/contractors 'participating on the contract that will substantiate the actual work ,,,performed by the M/W/DBE(s) on this contract, by an authorized officer or employee of the City. Any W,Jdentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment '" r► City work for a period of not less than three (3) years and for initiating action under Federal, State or laws concerning-false statements. Any failure to comply with this ordinance and create a material of contract may result in a determination of an irresponsible Offeror and barred from participating in .fir work for a period of time not less than one (1)year. Ct e �4&gnature Primed Signature 00 > — — — - — Contact ManWTMe(N different) fJot ./*W W,�!S 1 s.�" ,y�.� /,�10_O �i.7 70 go IY.Tw -F Z- Y- O #fane Telephone and/or Fax H 1081" S a kt /QS G Ju. bs ; Q C-rs. C 06—% E-rnatAddr+ess rV ??14 '7- bate Rev.5/30/03 I 01 -24-07 A10 : 44 IN ATTACHMENT 1C Page 1 of 3 FORT WORTH City of Fort Worth Good Faith Effort Form PRIME COMPANY NAME: Check applicable block to describe 11 rime to �rllt SPi✓v�c.�CS = rttC. M/W/DBE NON-MM/DBE PROJECT NAME: I I !L BID D f 9 o0 City's M/WBE Project Goal: PROJECT NUMBER N= /0 % Ino&o0 b g0 (os 0 A20 If you"have failed#o secure M/Wi3E participation and you have�subcdntracting and/or supplier,opportunities or if your DBE=participation is lessTthan"the City's project goal;you mus , ortiplete,this form If the bidder's method of compliance with the MIWBE goal is based upon demonstration of a "good faith effort", the bidder will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 6 below, l shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation the facts or intentional discrimination by the bidder. ,.r Faiture'-to .complete this form, In its entirety with-suppolting documentation, and-:received.by: the Managing Department on of beforeQO p.m.flue(5)City'busrriess.days after`bd opening,exclusive of bid opening date,will result in the bill being considered non=responsive-to bicJ specifications., 1.) Please list each and every subcontracting and/or supplier opportunity2 for the completion of this project, regardless of whether it is to be provided by a M/WBE or non-MIWBE. (DO NOT LIST NAMES OF FIRMS) On Combined Projects, list each subcontracting and or supplier opportunity through the 2no tier. (Use additional sheets, if necessary) _ List of Subcontracting Opportunities List of Supplier Opportunities rA o Rev.05/30/03 01 -24-07 A10 : 44 IN ATTACHMENT 1C �! Page 2 of 3 Z) Obtain a current(not more than three(3)months old from the bid open date) list of MIWBE subcontractors and/or'suppliers from the City's M/WBE Office. Yes Date of Listing I I PL L Did you solicit bids from M/WBE firms,within the subcontracting and/or supplier areas previously fisted,at least ten calendar days prior to bid opening by mail,exclusive of the day the bids are opened? ( Yes (i yes,attach M/WBE mail listing to include name of firm and address and a dated copy of letter mailed.) No 0( I� 4L) Did you solicit bids from M/WBE firms,within the subcontracting and/or supplier areas previously listed,at least ten calendar days prior to bid opening by telephone,exclusive of the day the bids are r opened? Yes (if yes,attach list to Include name of M/WBE firm,person contacted,phone number and date and time of contact) IL No NIA - Nf�TE Al a ci i in m ile ay be used to,coinply-wIth either 3'or 4, but may n 6t'b ev used`f6r both if- faesIm Ile s Wised, attach Tthe'fax;confirmatioi:; which is-o-,.provrde AA MWE;name;:- at time,_fax bumran.d documentation faxed ` NOTE: if-the list of MMIBEs tot a particular subdc tracting%srippller opportunity-is ten=f10)'0less,:the bidder must contact the entire list to be.in compliance with questions,-3 and 4: If:the list_of&BEs for a particular subcontractinglsupplier opportun"rty is;ten {10) or more, the bidder must contact ai:least two= #h`irds (2/3)-.-of.the list within such area of opportunity; but not less than fen to be in complience'vvlth ues>ions_ and 4: 5.) Did you provide plans and specifications to potential M/WBEs or information regarding the location of plans and sQecifications in order to assist the M/WBEs? Yes INo f� 6.) Submit documentation if M/WBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the M/WBE was rejected and any supporting documentation the bidder wishes to be considered by the City. In the event of a bona fide dispute concerning quotes,the bidder will provide for confidential in-camera access to and inspection of anyrelevantdocumentation by City personnel. Please use additional sheets,if necessary,and attach. [ Company Name Telephone Contact Person Scope of Work Reason for Rejection Rev.05=03 I ATTACHMENT 1C Page 3 of 3 01 -24-07 A10 : ANAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain M1wBE participation on this project. t I �'�t 4142d 4f A:s Drop teff r.9-d 41$ e s?n -r4/!C a,.,e o n 1 w 3 S a0 P��'ts r1 t�{.r. �. s,�,,..a� +- ra.Z�— 50����'�'�►d s��/.'e.. .h C'e.af�..� �tOtpw.�,.�'S �• M';f G" KS . 3. SOON - 7l4e/G �✓[ IK lir pPOc��. cart ©t SOec.r SVOI — Tweg/pass r/'�� rw Cr fax s !f� The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City-work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work for a period of time-not less than one (1) year. The undersigned certifies that the information provided and the MfWBE(s) listed vras/were contacted in good faith. It is understood that any MfWBE(s) listed in Attachment 1C will be contacted and the reasons for not using them will be verified by Flo the City's MfWBE Office. Signature Printed Signature 6. h PL Tine Contact Name and Title(if different) IL Ald wou r"d c 54e v;«s �r. c 979- ZG'8-?.SgG (f 3� fSZs:.Sgs'B tiny Name Phone Number Fax Number LW D A"As o- R"Ole e k ct co IK Email Address jk -77!949' if, 000-7 Date Rev.05/30/03 VENDOR COMPLIANCE TO STATE LAW Section 2252.002,Texas Government Code,provides that, in order to be awarded a contract as low bidder,non-resident bidders(out-of-state contractors whose corporate offices or principal place of business are outside of the State of Texas)bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident.bidder would be required to underbid a non-resident bidder in order to obtain a comparable contract in the State in which the non-resident's principal place of business is located. The appropriate blanks in Section A must be filled out by all out-of-state or non-resident bidders in order for your bid to meet specifications. The failure of out-of-state or non-resident contractors to do so will automatically r 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 IWO be percent lower than resident bidders by state law. A copy of the statute is attached. Non-resident vendors in (give state), our principal place of business, are not required to underbid resident bidders. B. Our principal place of business or corporate office is in the State of Texas. © Please Check or mark with an "Y' r BIDDER: u/pts oLt� Sewv: ces :1 Ak By: Company (please print) Signature: (please print) Title: G DQ (please print) City/ State 1 VA.�kis o 7F�t ,�r Zip 7796 9 Pon THIS FORM MUST BE RETURNED WITH YOUR QUOTATION r VENDOR COMPLIANCE TO STATE LAW CC3 7:1 O U � cd CIS O +' Un 7:1 cn 1Cd O O 0 •'-' '+ cd •o > +C4 :-. •,--� CIS �.., cd bA 7:1 0 �T� a l � � ,Vic; � � � U O � �, .-• n Cd CIS .,.� C � U Cal 7:1 Cd Con 7:1 cn 7:1 ..� Q•, U cd " N 0 O cn cd U O tU, r/� U U .�' U O N O O 0 cd 0 v� O Off-' �Q •od ;-4 O � M •r-+ 4-4 � � U b.A �.-, •� � a� bU.A O �-+ a to c ;-4 W p ♦, bA �' � •� � O N U ro O U Fil 0 � O O bA ; v " •> CIS U U U, ;-4 U 0 O -45 p � O O m 63 � p O ro 4 a, Cd > , C� cd cd 'O N cld N O � cn Cd W � � o .o '� o , cd cn n N •O •� U o 00 U TECHNICAL SPECIFICATIONS DIVISION.1 - GENERAL REQUIREMENTS SECTION 01100 - SUMMARY OF WORK The Contractor shall supply all superintendence and shall perform all work and furnish all labor, equipment, materials and incidentals necessary and complete all work as described in the plans and specifications. All construction and other work shall be done by the Contractor in accordance with the best engineering and construction practices for the skill or trade involved. The work to be accomplished under these plans and specifications for: Sand Bunker Improvements at Meadowbrook Golf Course. These plans and specifications were prepared by Plumer Golf Design, 4101 Green Oaks Blvd. West, Suite 141, Arlington, Texas 76016, 817-277-2000. The Parks and Community Services Department—Golf Division will administer the contract and furnish inspection. In addition to project performance stated above, the Contractor shall also be responsible for: 1. Setting all project layout dimensions and final finish grade elevations in accordance to plans. All such survey work shall be performed by a Registered Surveyor in the State of Texas and verification provided to the City that such survey work complies to plans and specifications. 2. Attend all project progress meetings as scheduled by the City and provide updated project schedules within 3 calendar days upon request by the City. The applicable items contained in the Standard Specifications for Street and Storm Drain Construction for the City of Fort Worth, Texas, shall apply to this contract just as though each were incorporated in these documents. Where the provisions or specifications contained in those documents are contrary to this publication, this publication shall govern. In case of conflict between plans and specifications,the plans shall govern. A copy of the Standard Specifications for Street and Storm Drain Construction can be purchased at the office of the Transportation and Public Works Department, 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth, Texas. The Contractor shall provide all permits and licenses and pay all charges and fees, and give all notices necessary and incidental to the due and lawful prosecution of the work. The Contractor shall contact the City of Fort Worth's Development-Plans Exam Section for a determination of applicable permits or variances required for this project. GENERAL REQUIREMENTS -I - SECTION 01135 - CONTRACT TIME 1.01 PROGRESS AND COMPLETION Upon receipt of a notification letter and the executed construction contract, the Contractor shall be responsible for scheduling a preconstruction conference,which shall be held no later than ten working days from the date of the notification letter. At the time of the preconstruction conference , a construction start date shall be established and indicated in the Notice to Proceed (Work Order) issued by the Engineering Department. The Contractor shall begin the work to be performed under the - contract on or before ten working days from the date the Work Order is issued. The Contractor shall carry the work forward expeditiously with adequate forces and shall complete it within the period of time stipulated in the contract. 1.02 LIQUIDATED DAMAGES This project shall be completed within the specified days allowed. If project construction exceeds the allotted contract time, liquidated damages will be assessed as stipulated in the City of Fort Worth Standard Specification for Street and Storm Drain Construction. In the event of a dispute regarding either final quantities or liquidated damages, the parties shall attempt to resolve the differences within 30 calendar days. SECTION 01140 -ALTERNATIVES The City reserves the right to abandon, without obligation to the contractor, any part of the project(subject to conditions set forth in Section 01150 - Payment to Contractor) or the entire project at any time before the Contractor begins any construction work authorized by the City. �4 SECTION 01150 -PAYMENT TO CONTRACTOR, PROJECT ACCEPTANCE & WARRANTY 1.01 SCOPE OF PAYMENT: The Contractor shall accept the compensation as provided in the contract in full payment for furnishing and paying for all materials, supplies, subcontracts, labor, tools and equipment necessary to complete the work of the contract; for any loss or damage which may arise from the nature of the work from the action of the elements, or from any unforeseen difficulty which may be encountered in the prosecution of the work,until the final acceptance of the work by the City; for all risks of every description connected with the prosecution of the work; for all expenses and damages which might accrue to the Contractor by reason of delay in the initiation and prosecution of the work from any cause whatsoever; for any infringement of patent, trademark or copyright, and for completing the work according to the plans and/or specifications. The payment of any current or partial estimate shall in no way affect the 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. GENERAL REQUIREMENTS -2- 1.02 Partial pay estimates shall be submitted by the Contractor or prepared by the City on the 1st day and 15th day of each month that the work is in progress. Estimates will be paid within 25 days following the end of the estimate period, less the appropriate T retainage as set out below. Partial pay estimates may include acceptable nonperishable materials delivered to the work place which are to be incorporated into the work as a permanent part thereof, but which at the time of the pay estimate have not been so installed. If such materials are included within a pay estimate,payment shall be based upon 85% of the net invoice value thereof. The Contractor will furnish the Engineer such information as may be reasonably requested to aid in the verification or the preparation of the pay estimate. 1.03 It is understood that the partial pay estimate amounts will be approximate only, and all partial pay estimates and payment of same will be subject to correction in the estimate rendered following the discovery of the mistake in any previous estimate. Payment of any partial pay estimates shall not be an admission on the part of the Owner of the amount of work done or of its quality or sufficiency or as an acceptance of the work done; nor shall same release the Contractor of any of its responsibilities under the Contract Documents. 1.04 The City reserves the right to withhold the payment of any partial estimate if the Contractor fails to perform the work in.strict accordance with the specifications or other provisions of this Contract. 1.05 Retainage -For contracts of less than $400,000 at the time of execution,retainage shall be 10 percent. For contracts of$400,000 or more at the time of execution, retainage shall be 5 percent. The Contractor will receive full payment for work, less retainage,from the City,on each partial payment period. Payment of the retainage will be included with the final payment after acceptance of the project being complete. 1.06 Contractor shall pay subcontractors in accord with the subcontract agreement within five business days after receipt by Contractor of the payment by City. Contractor's failure to make the required payment to subcontractors will authorize the City to withhold future payments from the Contractor until compliance with this paragraph is accomplished. 1.07 Contractor hereby assigns to City any and all claims for overcharges associated with this contract which arise under the antitrust laws of the United States, 15 U.S.C.A. Sec. 1 et seg(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. GENERAL REQUIREMENTS -3- When such changes increase or decrease the original quantity of any item or items of work to be done or materials to be furnished by the 25 percent or more,then either party to the contract shall upon written request to the other party be entitled to a revised consideration upon that portion of the work above or below the 25 percent of the original quantity stated in the proposal; such revised consideration to be determined by special agreement or as hereinafter provided for "Extra Work." No allowance will be made for any changes in anticipated profits nor shall such changes be considered as waiving or invalidating any conditions or provisions of the Contract Documents. 1.09 PAYMENT FOR EXTRA WORK: Extra work performed by the Contractor,that is authorized and approved by the City Engineer, will be paid for under "Change orders" made in the manner hereinafter described, and the compensation thus provided shall be accepted by the Contractor as payment in full for all labor, subcontracts, materials,tools, equipment and incidentals, and for all supervision, insurance, bonds and all other expense of whatever nature incurred in the prosecution of the extra work. Payment for extra work will be made under one of the following types of"Change orders" to be selected by the City: A. Method "A". By unit prices agreed upon in the contract or in writing by the Contractor and City Engineer and approved by the City Council before said extra work is commenced subject to all other conditions of the contract. B. Method "B". By a lump sum price agreed upon in writing by the Contractor and City Engineer and approved by the City Council before said extra work is commenced, subject to all other conditions of the contract. C. Method "C". By actual field cost of the work,plus 15 percent as described herein below, agreed upon in writing by the Contractor and City Engineer and approved by the City Council after said extra work is completed, subject to all other conditions of the contract. In the event extra work is to be performed and paid for under Method "C", the actual field costs of the work will include the cost of all workmen, foremen,timekeepers, mechanics and laborers working on said project; all used on such extra work only, plus all power, fuel, lubricants,water and similar operating expenses; and a ratable proportion of premiums on performance and payment bonds,public liability, workmen's compensation and all other insurance required by law or ordinance. The City Engineer will direct the form in which the accounts of actual field cost will be kept and will recommend in writing the method of doing the work and the type and kind of equipment to be used,but such extra work will be performed by the Contractor as an independent contractor and not as an agent or employee of the City. The 15 percent of the actual field cost to be paid the Contractor shall cover and compensate him for profit, overhead, general supervision and field office expense, and all other elements of cost and expense not embraced within the actual field cost as herein specified. GENERAL REQUIREMENTS -4- The Contractor shall give the City Engineer access to all accounts,bills, invoices and vouchers relating thereto. v 1.10 DELAYS: If delay is caused by specific orders given by the City to stop work,or by the performance of extra work, or by the failure of the City to provide material or necessary instructions for carrying on the work, then such delay will entitle the Contractor to an equivalent extension of time, his application for which shall,however,be subject to the approval of the City Council; no such extension of time shall release the Contractor or the surety on his performance bond from all his obligations hereunder which shall remain in full force until the discharge of the contract. 1.11 CLAIMS AND DAMAGES: Any claims for extra work or for any other related matter or cause must be made in writing to the City Engineer within seven calendar days from and after the cause or claim arises. Unless such claim is so presented, it shall be held that the Contractor has waived the claim; and he shall not be entitled to receive pay thereof. 1.12 TRANSPORTATION: No allowance or deduction will be made for any charge of freight rates. No allowance for transportation of men, materials or equipment will be allowed. 1.13 ACCEPTANCE AND FINAL PAYMENT: The City, upon receipt of the Director's "Certificate of Completion" and "Final Estimate" and upon receipt of satisfactory evidence from the Contractor that all subcontractors and persons furnishing labor or materials have been paid in full and all claims of damages to property or persons because of the carrying on of this work have been resolved, or the claims dismissed or the issues joined, shall certify the estimate for final payment after previous payments have been deducted and shall notify the Contractor and his surety of the acceptance of the project. Bills Paid Affidavit and Consent Of Surety shall be required prior to final payment becoming due and payable. In the event that the Bills Paid Affidavit and Consent Of Surety have been delivered to the City and there is a dispute regarding (1) final quantities, or (2) liquidated damages, the City shall make a progress payment in the amount that the City deems due and payable. On projects divided into two or more units, the Contractor may request a final payment on one or more units which have been completed and accepted. On delivery of the final payment, the Contractor shall sign a written acceptance of the final estimate as payment in full for the work done. All prior partial estimates shall be subject to correction in the final estimate and payment. 1.14 WARRANTY: The Contractor shall be responsible for defects in this project due to faulty workmanship or materials, or both, for a period of two (2) years beginning as of the date that the final punch list has been completed and the project accepted by the City as of the date the final punch list has been completed, as evidenced by a written statement signed by the Contractor and the City. The contractor will be required to replace, at own expense, any part, or all, of this project which becomes defective due to GENERAL REQUIREMENTS -5- these causes. SECTION 01300 - SUBMITTALS Prior to construction,the Contractor shall furnish the Parks and Community Services Department a schedule outlining the anticipated time each phase of construction will begin and be completed, including sufficient time for turf establishment(if applicable) and project clean-up. The Contractor shall submit to the Project Manager shop drawings, product data and samples required in specification sections. Refer to Section 01640— 1.02. SECTION 01400 -QUALITY CONTROL The Contractor will receive all instructions and approvals from the Director of Engineering and/or his assigned inspectors. The inspector will be introduced to the contractor prior to beginning work. Any work done at the direction of any other authority will not be accepted or paid for. Final approval for the finished project shall be given by the Director of Engineering, City of Fort Worth. The Contractor or a competent and reliable superintendent shall oversee the work at all times. The superintendent shall represent the Contractor in his absence and all directions given to him shall be binding as if given to the Contractor. SECTION 01410 - TESTING All tests made by the testing laboratory selected by the City will be paid for by the City. In the event manufacturing certificates are requested,they shall be paid for by the Contractor. SECTION 01500- TEMPORARY FACILITIES AND CONTROLS The Contractor shall take all precautions necessary to protect all existing trees, shrubbery, sidewalks,buildings, vehicles,utilities, etc., in the area where the work is being done. The Contractor shall rebuild, restore, and make good at his own expense all injury and damage to same which may result from work being carried out under this contract. The utility lines and conduits shown on the plans are for information only and are not guaranteed by the Owner to be accurate as to location and depth;they are shown on the plans as the best information available from the owners of the utilities involved and from evidences found on the ground. The Contractor shall determine the exact location of all existing utilities and conduct his work to prevent interruption of service or damages. SAFETY RESTRICTIONS -WORK NEAR HIGH VOLTAGE LINES A warning sign not less than five inches by seven inches,painted yellow with black letters that are legible at twelve feet, shall be placed inside and outside vehicles such as cranes, derricks, GENERAL REQUIREMENTS -6- power shovel, drilling rigs,pile drivers,hoisting equipment or similar machinery. The warning sign shall read as follows: "WARNING - UNLAWFUL TO OPERATE THIS EQUIPMENT v WITHIN SIX FEET OF HIGH VOLTAGE LINES." Equipment that may be operated within six feet of high voltage lines shall have an insulating cage-type*guard about the boom or arm, except backhoes or dippers, and insulator links on the lift hood connections. When necessary to work within six feet of high voltage electric lines,the Contractor shall notify power company(TU Electric or the appropriate power supplier)to erect temporary mechanical barriers, de-energize the line,or raise or lower the line. The contractor shall maintain a log of all such correspondence. The Contractor.is responsible for all costs incurred. SECTION 01640 - SUBSTITUTIONS AND PRODUCT OPTIONS 1.01 GENERAL For review and approval of products to be used on this project, send submittals to: Nancy Bunton, Assistant Director Parks and Community Services Department 4200 S. Freeway Suite 2200 Fort Worth, Texas 76115-1499 1.02 PRODUCTS LIST A. Within five (5) Working Days from the construction contract start date,the Contractor shall submit to the Project Manager two (2) copies of complete list of all specified or approved equal products and submittals for review and approval. B. All specified manufacturer's products listed in the specifications and in the construction plans have been previously reviewed and approved in conformance to golf course prototype designs approved for use in the City of Fort Worth. 1.03 SUBSTITUTIONS A. Submit two (2) copies of request for substitution. Include in request: 1. Complete data substantiating compliance of proposed substitution with Contract Documents. 2. For products: a. Product identification, including manufacturer's name and address. b. Manufacturer's literature: GENERAL REQUIREMENTS -7- (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. B. In making request for substitution,the Contractor represents: 1. That the Contractor has personally investigated proposed product or method, and determined that it is equal or superior in all respects to that specified. 2. That the Contractor will provide the same guarantee (or better) for substituted product or method specified. 3. That the Contractor will coordinate installation of accepted substitution into work, making such changes as may be required for work to be complete in all respects. 4. That the Contractor waives all claims for additional costs related to substitution which consequently become apparent. C. 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. 3. Substitution requests are submitted after five(5) Working Das from the date of the construction contract start date. D. Should the Contractor install any material and/or equipment which is.non- specified, failed to submit the appropriate submittals for review and did not. receive approval from the City prior to installation, all such material and/or equipment shall be removed by the Contractor and install specified equipment and /or material at no additional expense to the City.. SECTION 01700 -PROJECT CLOSEOUT 1.01 CLEAN -UP The Contractor shall make final clean-up of the construction area, to the satisfaction of r 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 GENERAL REQUIREMENTS -8- disposed of by the Contractor, at this own expense, and as directed by the Parks and Community Services Department. Cleaning of equipment by Contractor or Subcontractor, such equipment as cement mixers,ready-mix trucks,tools, etc., shall take place in an area designated by the Parks and Community Services Department. SECTION 01800 - CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense,the Owner, its officers, servants and employees, from and against any and all claims or suits for property loss,property damage, personal injury, including death, arising out of, or alleged to arise out of,the work and services to be performed hereunder by Contractor,its officers, agents, employees, subcontractors, 3 licensees or invitees,whether or not any such iniury, damage or death is caused,in whole or in part, by the negligence or alleged negligence of Owner, its officers, servants or employees. Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or destruction to property of the Owner arising from the performance of any of the terms and conditions of this Contract,whether or not any such injury or damage is caused in whole or in part by the negligence or alleged negligence of Owner, its officers, servants or employees. In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either(a) v submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or(b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if he deems appropriate, refuse to accept bids on any other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. END OF DIVISION GENERAL REQUIREMENTS -9- Staking—Section 200 Section 200 Staking (A) Scope of Work: The work to be covered in these specifications includes the establishment of bench marks for reference, the location of lines and grades for all improvements (secondary staking), and the maintenance of such staking for reference and inspection purposes by the Golf Course Designer. (B) Equipment: The Contractor shall maintain on the job sufficient equipment of the types needed to complete all work in accordance with the requirements of this specification within the contract time. (C) Operations: (1) Control Points - Centers of tees, greens, and turning points shall be accurately located from the plans. These stakes shall be measured into place using a steel tape, and shall be solidly set 1 1/2 to 2 feet into the ground. (2) Grade Stakes - These must be accurately measured into place using a tape, and solidly set at least 1' into the ground. All tees, greens, sand traps,ponds,mounds and other features, etc., shall be staked and grade marked as on the plans, as may be appropriate and necessary. Contractor shall place enough stakes to ensure that the construction accurately follows the design plans. Stakes shall be placed in such a manner as to convey true plan shape of features. Emphasis in staking shall be upon staking critical inside and outside points of curves to distinguish shapes,rather than staking at 0 degrees, 45 degrees, 90 degrees, etc. Similarly, stakes shall be set at all critical changes in elevation such as tops of mounds, saddles,top and bottom of decks, toe of slopes, center of swales, etc. In the rough grading phase, grade stakes shall be set so that the bulldozer operator can assume a more or less constant grade between any two stakes. (3) Establishment of Benchmarks: (a) All secondary staking shall be referenced to established benchmarks. These benchmarks shall be maintained in an identifiable manner throughout the job. (b) Contractor shall establish local benchmarks in the following order of preference: PLUMER GOLF DESIGN Meadowbrook Golf Course December 2006 - 1 - Staking—Section 200 1. Where accurate topographic data is known, Contractor shall tie benchmark back to known reference point established by the Owner. 2. Where topographic data is inconsistent, Contractor shall establish his own benchmark, selecting a critical point that conveys the relationship of proposed improvements to existing conditions. The most critical point is typically an existing or proposed drainage outlet elevation, or property line which cannot change elevation. The improvements can then be staked maintaining the general contours,pipe gradients, etc. 3. Where topographic data may be inconsistent and where proposed improvements are not critically related to drainage outlets or property lines,the Contractor may establish a local reference point which best allows the construction to follow the intent of the plans. s In establishing such a reference point, Contractor may consider the intended relationship or balance of cut and fills, but precedence shall be given to establishing drainage, general contours, and golfer's sight lines as may be indicated or intended on the plans. 4 Protection and Replacement of Stakes All stakes shall be protected against loss or movement once set, and stakes which have been knocked down,lost or loosened shall be reset immediately. 044 Control points shall be continuously maintained. Contractor may be required by Golf Course Designer to immediately replace lost control point during inspection for reference. Contractor shall establish replacement reference points for each control point in the following manner: (a) Contractor shall place two replacement reference stakes for.each control point. The two additional stakes shall be located in areas out of the planned work area, or adjacent to trees to be saved, so that they will not be disturbed. They should be located so that the two stakes and control point form a straight line. (b) Contractor shall measure from the control point to the replacement reference stakes. This distance shall be clearly marked on the reference stake so that the line and distance to the control point can be quickly established. PLUMER GOLF DESIGN Meadowbrook Golf Course December 2006 -2- Staking—Section 200 (D) Inspection and Acceptance: All stakes,both for location and for grading and benchmarks, shall be subject to inspection following staking and prior to construction to insure accuracy of construction. The Contractor shall notify the Golf Course Designer in ample time for inspections to be made-before construction starts. Any changes desired in location or grade made shall be requested and approval obtained from the Golf Course Designer or the Owner before construction begins. Work constructed to incorrectly located or grade marked stakes, where stakes have not been approved, may require reconstruction to correct locations and elevations at Contractor's expense. (E) Materials: (1) Control Points - Center of,tee, center of the green, and turning point stakes shall be metal fence post stakes covered with 4" or 6" PVC irrigation pipe. Pipe shall be spray-painted according to the following color code: Tee...........................Blue Dogleg......................Orange Green........................Green Each control point shall be marked as to identity, e.g., 3 tee. (2) Grade Stakes- Stakes for outlining and grade marking edges of tees, greens, sand traps and fairway cuts, fills and cut outlines,pond outlines, etc., may be ordinary building lath approximately 3' long. ` (3) Plastic Ribbon-Plastic colored ribbons shall be attached to the tops of stakes showing the edge of features. A consistent system of flagging shall be employed so that Golf Course Designer and the.Owner may quickly ascertain the meaning of various stakes. Contractor shall use the following system,or revised system if approved by Designer and if maintained consistently,throughout the duration of the project: Topsoil Stripping Striped Flagging (any color, plus white) Greens Green Tees Light Green Sand Bunkers Yellow Pond Edge Blue Pond Bank Solid Blue and Solid White PLUMER GOLF DESIGN Meadowbrook Golf Course December 2006 -3 - Staking—Section 200 Mound/High Point Blaze Orange or Red Swale White Saddle of Ridge or Crown Solid Red and Solid White Tree to be Saved Blaze Yellow Miscellaneous, Clearing Consistent Color as Necessary (F) Miscellaneous City shall supply control point staking via subcontract with qualified surveyor. Golf Course Contractor shall establish benchmarks. End of Section 0 lot 01 0 A 01 P4 P r PLUMER GOLF DESIGN Meadowbrook Golf Course December 2006 ��'�'�' � ` <.0 -4- CITY FY. !Gv� , � �e Rough Grading—Section 300 Section 300 Rough Grading (A) Scope of Work: The work consists of performing all operations in connection with rough grading of grounds as shown on the plans, including stripping and replacing topsoil; and the furnishing of additional new topsoil or fill, if and as required. Items to be rough graded may include greens, sand traps, tees, fairways,roughs, grass bunkers, cart paths,ponds,creeks or streams,roads,walks,parking areas, and building sites as may be shown on the plans. (B) Equipment: The contractor shall maintain on the job sufficient equipment for the types needed to complete all work in accordance with the requirements of these specifications within the contract time. 10: (C) Operations: (1) Strippingof Topsoil -Topsoil shall be removed from all areas shown on the plans to be graded. It shall generally be stripped to a depth of six(6) inches. When less than six (6)inches of topsoil can be stripped from areas to be graded, } the Contractor shall make up any deficiency by stripping additional areas as r approved by the Golf Course Designer, at no additional cost to the Owner. Under approval of the Golf Course Designer,the Contractor may be permitted to strip topsoil to a depth greater than six(6) inches. _ (2) Stockpilingof Topsoil - All topsoil is to be kept free from sub-soil, sod and debris. All existing rubbish, stones,roots,dead trees, stumps, etc., encountered in the stripping operation shall be removed from the soil. Sod shall be stripped before stripping of topsoil. OF V6. Stockpiles shall not be located in areas that impair vision from tee to green of golf hole. Designer must at all times be able to see the entire golf hole during x inspection trips to ascertain that construction is following the intent and objectives of the plans. (3) Feature Construction: ` (a) Where grades are established as shown on the grading plan,the surface of the ground is to be brought by cutting or filling, as the case may be, PLUMER GOLF DESIGN Meadowbrook Golf Course December 2006 r - 1 - r Rough Grading—Section 300 to a sub-grade uniformly six (6) inches below the finished grade and shall be satisfactorily compacted. On areas of the putting green surface only, the sub-grade shall be uniformly graded eighteen (18) inches below the finished grade and shall be well compacted. Where filling is necessary to complete the sub-grade,the fill used shall be a good quality fill taken from approved areas on the site,when available. (b) Establishing_Surface Drainage - On areas where grading is necessary but where grades are not established all depressions shall be filled, and the area shall be graded in smooth sweeping grades to points of established grades approved by the Golf Course Designer. All areas, grading shall be performed to insure positive surface drainage. (c) Borrow Areas -All borrow areas must be approved by either a representative of the.Owner or the Golf Course Designer. ►. Areas where soil has been removed as borrow areas, if any, shall be graded smooth so that they drain naturally and will not hold water on completion of the course. Topsoil shall be respread over the areas to a depth of four(4) inches and graded smooth. Said area shall be disked, harrowed, fertilized, and seeded in accordance with seeding specifications for rough. After sub-grade has been finished, it shall be approved by the Golf Course +, Designer before any topsoil is respread. (d) Additional Fill and Topsoil - If additional fill is required to bring the sub-grade to the proper grade after compaction and after all usable fill has been utilized, fill shall be supplied, spread, and graded by the Contractor. Cost of additional fill shall be as agreed on a unit price basis in bid line item B-2. Furnished fill,when required, shall be a good quality material, as close to native material as possible unless otherwise approved, free of debris of any kind and shall be of a type suitable for the Of purpose intended and satisfactory to the Golf Course Designer. ' If additional topsoil is required after existing topsoil has been respread, and all possible areas on the golf course property or adjacent thereto have been stripped,to insure the placement of at least six(6) inches of topsoil over the sub-grade, same shall be supplied, spread and graded by the Contractor. Cost of additional topsoil shall be as agreed on a unit price basis in bid line item on Bid Form. Furnished topsoil,when required, shall be a good PLUMER GOLF DESIGN Meadowbrook Golf Course December 2006 r -2- Rough Grading—Section 300 quality loamy topsoil, free of lumps, sod, stones, or debris of any kind and satisfactory to the Golf Course Designer. (e) Placement of Excess Fill - If grading operations result in an excess of topsoil or fill material, Contractor shall dispose of that fill on site at the direction of Golf Course Designer. (f) Ledge Rock or Boulders - If the Contractor encounters ledge rock or large boulders in his excavation work: 1. The Contractor shall notify the Golf Course Designer who will make reasonable effort to adjust grades and/or design in the field to minimize problems. 2. The.Contractor shall be allowed extra payment as subject to applicable provisions in the Special Conditions section of the specifications. (4) Topsoil Replacement On the surface of the finished sub-grade, six (6) inches"of good loamy topsoil shall be placed so that the finished grade, after compaction, shall be equal to the finished grade shown on the grading plan. In all areas where required fill is six (6) inches or less over an area to be graded, topsoil shall be placed over the existing grade to the total depth. Said areas shall be diced before topsoil is placed. Topsoil on green shoulders shall "feather out" from eighteen(18) inches at green base down to six (6) inches at base of shoulder slope, giving mounds,banks, and shoulders of green an average of nine(9) inches of topsoil in most areas. (D) Inspection and Acceptance: All grades and materials furnished for rough grading operations shall be subject to inspection by the Golf Course Designer. After establishment of proper sub-grading, the Golf Course Designer shall inspect and check the grading for proper elevation. The Contractor shall furnish all assistance necessary to check grades at no expense to the Golf Course Designer or the Owner. No respreading;of topsoil will be allowed until after sub-gradingis inspected and approved. To be accepted, rough grading shall bring all grades to within one tenth(0.1) of a foot of the finished grades shown on the plans, or as directed by the Golf Course Designer. PLUMER GOLF DESIGN Meadowbrook Golf Course December 2006 -3 - Rough Grading—Section 300 Topsoil spreading is subject to random depth and quality checks by Owner and/or Golf Course Designer. Should either suspect any pattern of deficient quality or quantity.of topsoil, further testing may be instituted. Final grading is subject to inspection directly after a rainstorm. Areas that are slow to drain will be noted on a print of the grading plan and Golf Course Contractor shall be responsible for regrading and/or adding drainage pursuant to item 3-b of this section. (E) Materials: All topsoil and fill necessary for the job will be obtained from areas on the golf course property or immediately adjacent thereto unless the Owner agrees to purchase more or better quality material elsewhere. In this case, a Change Order must be executed prior to furnishing any material. (1) To soil - Stripped topsoil for use shall be the best quality available on the site and satisfactory to the Golf Course Designer. Purchased topsoil, if and as required, shall be a•good quality native topsoil, free of lumps, sod, stones or debris and similar to existing topsoil on site of any kind and satisfactory to the Golf Course Designer. (2) Fill -Furnished fill, if and as required, shall be a good quality clay, free of debris of any kind and shall be of a type suitable for the purpose intended, similar to existing material on site and satisfactory to the Golf Course Designer. (F) Additional Information: (1) Unclassified Excavation All excavation is considered unclassified. Any pumping, dewatering or use of specialized equipment or other incidental work encountered in excavation is to be considered incidental to the cost of construction and included in the bid price. Additional compensation shall not be allowed. End of Section PLUMER GOLF DESIGN Meadowbrook Golf Course December 2006 -4- Finish Grading—Section 400 Section 400 Finish Grading (A) Scope of Work: The work consists of performing all operations in connection with Finish Grading of all golf course design features once adequate fill has been properly put in place during mass grading operations. Items included in Finish Grading may include greens, tees,mound complexes, fairways, sand or grass bunkers,cart paths,ponds,creeks,or streams,roads,walks,parking areas, and building sites as may be shown on the plans. (B) Equipment: The Contractor shall maintain on the job sufficient equipment (including maintenance facilities) of the types needed to complete all work in accordance with the requirements of these specifications within the contract time. This will generally include a variety of large and small bulldozers (equipped with six way blades), grading tractors and other equipment as job conditions and preference of Contractor may indicate. Also to be included is continual use of one small pan or paddle wheel scraper for use until the final completion of shaping operations. (C) Operations: Finish Grading shall consist of producing final finish grades for all areas as may be designated on the plan or as directed by the Golf Course Designer. Finish Grading Contractor's responsibilities include, as a minimum: (1) Coordination of mass grading phase as described in the Mass Grading section of the specifications. Finish Grading Contractor shall, if different from Mass Grading Contractor, coordinate his activities with those of Mass Grading Contractor to achieve final result. Finish Grading Contractor shall first build all features to his interpretation of Golf Course Designer's plans, following grading plans as closely as possible. After consultation with Golf Course Designer, Finish Grading Contractor shall be obligated to make any changes requested by Golf Course Designer. After completing these changes, finish shapers shall expect one more "final touch up", (green,tee, fairway landing area)pending degree of satisfactory completion. (2) Finish Grading Contractor assumes responsibility for establishment of final grade to accomplish design objectives including: PLUMER GOLF DESIGN Meadowbrook Golf Course December 2006 - 1 - w I� Finish Grading—Section 400 (a) Positive drainage of all areas except those listed as preserved or undisturbed. (b) Creation of smooth harmonious grades for maximum artistic effect. It is inherent in golf course design to make a certain number of field changes to take maximum advantage of natural features of each site. Additionally, many desirable shaping features such as naturally varying shapes,concave and convex slopes,etc. are impossible to draw accurately and more easily accomplished by an experienced shaper, working in conjunction with the designer on field visits. (c) Maintenance of shot values and concepts as defined by the Golf Course Designer. (d) Shaping for feature maintenance. Unless indicated as steep bank on plan, or otherwise directed by the Golf Course Designer, all constructed slopes shall be mowable by conventional equipment. Special care shall be taken to blend tops of mounds and transitional slopes to prevent mowers from scalping or missing areas. (D) Inspection and Acceptance: All Finish Grading is to be approved by the Golf Course Designer area by are upon completion. No topsoil shall be spread over golf course features until approval is given. Any top-soiling of features prior to approval of Finish Grading may be ordered removed by the Golf Course Designer in order to complete shaping operations. Contractor shall give Golf Course Designer timely notice of pending completion of preliminary shaping. Contractor shall complete preliminary shaping on a minimum of three(3) holes before calling the Golf Course Designer for an inspection. Contractor is completely responsible for scheduling and hiring of shapers to meet schedule and yet allow reasonable time for architectural changes. For his part, Golf Course Designer or his representative shall make his best effort to reasonably meet inspection schedules as requested by Contractor. Additionally,he will - make his "best effort" to avoid repeated changes or major changes not inconsistent with general plans,not clearly necessitated by field condition and/or Contractor misinterpretation. Contractor should be aware, however, it is impractical for the Golf Course Designer to visit often to approve single features. Due to the importance of the shaping phase, however, the Golf Course Designer will maintain full artistic control. (E) Materials: PLUMER GOLF DESIGN Meadowbrook Golf Course December 2006 -2- Finish Grading—Section 400 No materials needed to complete work covered in this section. (F) Basis for Change Orders: The golf course grading plans will show general grading in as much detail as applicable and possible, given accuracy of information provided to Golf Course Designer. The plans shall also show limits of grading (all areas to be cleared)to allow the Contractor to estimate total area to be finished graded. The plans may also show supplemental notes to clarify Designer's intent beyond what is clear on the actual grading plan. Change orders will be considered only for specific areas on a unit basis of acres. No change order shall be considered for finish grading/shaping until the following conditions have been met: 1. Contractor has made good faith effort to perform operations listed under C-1, C-2 in this section. i 2. Final approval of finish grading/shaping operations has been given, and subsequent operations have begun on specific area in question to the degree that disturbance of such work is necessary. or 3. Golf Course Designer directs shaping operation in an area not clearly labeled for such operations. End of Section PLUMER GOLF DESIGN Meadowbrook Golf Course December 2006 -3 - Drainage—Section 500 Section 500 Drainage (A) Scope of Work: This work shall include the furnishing of all labor, materials,tools, equipment, and machinery necessary for clearing and removing from the site of the work wherever located, all obstructions, trees, stumps, brush vegetation,woods and debris; and all earth, rock and other materials to be excavated; the replacement of topsoil after backfilling is completed; the furnishing, placing and maintaining of all sheeting, shoring and bracing necessary to protect the work and adjacent properties,to support the sides and ends of the excavation and to support all adjacent structures above and below the ground; the installation and operation of all pumping, bailing and draining necessary to keep the excavation free from seepage water, water from sewers,drains, ditches, creeks and other sources, and to provide for the uninterrupted flow of sewers and surface waters during progress of the construction; the removal, after the completion of the work, of all sheeting, shoring and bracing not necessary to support the sides of the excavation; the satisfactory disposal of excess and unsuitable materials not required or which cannot be used for backfilling; compacting and refilling after settlement of all excavated areas, in such a manner that the end result is complete and a functioning whole. (B) Equipment: The Contractor shall main on the job sufficient equipment of the types needed to complete all work in accordance with the requirements of these specifications within the contract time. (C) Operations: (1) Staking Contractor is responsible for maintaining the proper location and grades of all drainage pipe; any such deviations mLay alter the designed conduit capacily or contribute to scouring or silting of pipe. Where applicable, or such as situations where inaccurate topography may necessitate changes to the drainage system, the drainage plans may show a minimum and maximum slope for each class of pipe to be used. The Contractor shall furnish and place in position as directed by the Golf Course Designer all necessary batter boards, string lines,plummets, graduated poles, etc., required in establishing and maintaining the lines and grades. (2) Excavation PLUMER GOLF DESIGN Meadowbrook Golf Course December 2006 - 1 - Drainage—Section 500 In general, all excavation shall be made in open cut from the surface of the ground and shall be no greater in width or depth than is necessary to permit the proper construction of the work in accordance with plans and these specifications. All excavation shall be to the line and grade as provided by the plans, or by the Owner's Engineer or other authorized representative, if specified. The Contractor shall abide by all applicable federal, state and/or local laws governing excavation work. The entire foundation area in the bottom of all excavation shall be firm, stable, and at uniform density as nearly as practicable. Unless necessary, materials shall not be disturbed. The final cleaning off and preparing of the foundation area shall be done immediately prior to the placing of the embedment materials or structures. (a) Trench Bottom Elevation: All trenches for installation of storm sewer lines shall be excavated to a point below the barrel of the pipe for the type of embedment specified. (b) Trench Overcut: Should the Contractor excavate below the plan trench bottom grade shown on plan, he shall backfill with approved aggregate, consolidated and compacted to meet the Owner's approval. If the Contractor elects to overcut the trench and use gravel and drain pipe as an underdrain in lieu of or in conjunction with pumping, draining, or well pointing, the additional work shall be considered as incidental work; and additional compensation shall not be allowed. Where the character of the foundation material is such that a proper foundation cannot be prepared at the elevation shown on the plans,then, when directed by the Owner,the Contractor shall deepen the excavation to where a proper foundation entirely satisfactory to the Owner can be op prepared. Such materials removed shall be replaced with other material satisfactory to the Owner and thoroughly compacted in place to the finish 0 grade elevation in a manner satisfactory to the Owner. (3) Excess Trench Width: When the maximum trench width is not maintained to a point of one foot above the top of the pipe, the Contractor shall provide at his expense the next higher class of embedment; or embedment as directed by the g i Owner which shall provide adequate support. The maximum trench width shall be equal to the.outside diameter of the pipe installed plus 24 inches. J Jon (4) Shoring, and Sheeting: When necessary to prevent caving or unduly hazardous .0 � working conditions, or to comply with existing laws, trench walls shall be appropriately braced; or sheeted nand braced. Where bracing and sheeting and bracing are used, and trench width shall be increased accordingly, shall be considered as incidental work and shall not be paid for as a separate item. In wet, PLUMER GOLF DESIGN Meadowbrook Golf Course December 2006 -2- r Drainage—Section 500 saturated or flowing soils materials where it is necessary to install tight sheeting or cofferdams, wood or steel sheet piling of a design and type generally recognized within the construction industry shall be used. All sheeting, shoring and bracing shall have sufficient strength and rigidity to withstand the pressure exerted to maintain the sides of the excavation property in place and to protect all persons or property from injury or damage. When excavations are made adjacent to existing buildings or other structures, or in paved areas,particular care shall be taken to adequately sheet, shore and brace the sides of the excavation to prevent undermining of,or settlement beneath the structures or pavement. The removal of all sheeting, shoring and bracing shall be done in such a manner as not to endanger or damage either new or existing structures,private or public properties; and so as to avoid cave-ins, or sliding of the banks. All holes or voids left by the removal of the sheeting, shoring or bracing shall be immediately and completely filled and compacted with suitable materials. If, for any reason,the Contractor, with the approval of the Owner, elects to leave in place the sheeting, shoring or bracing,no payment shall be allowed for such material left in place unless ordered by the Owner to be left in place. (5) Dewatering: The Contractor shall remove all water from any source which may accumulate in the excavation. The embedment or pipe shall not be installed in water. Pumping, bailing and draining, underdrains, ditches, etc., shall be considered as incidental work and shall not be included in such contract prices as are provided for in the contract. (6) Laying Embedment: All embedment shall be Class "B" Embedment or better. Embedment consists of crushed stone cradle and a cap of select or granular material. After the trench has been cut to a depth below the barrel of the pipe a distance of three inches minimum(six inches minimum in rock),the bedding shall be brought up to a point slightly above the grade with rock cuttings or crushed stone, standard gradation. A trough shall be scooped out to grade and the pipe laid and jointed as specified. (7) Laying Pipe: All pipe is to be laid in a dry, firmly bedded trench prepared in accordance with the specifications above. All pipe shall be laid on a minimum of three (3) inches of approved graded stone, unless noted otherwise on plan details. Unless otherwise authorized by the Golf Course Designer,the laying of pipe on the prepared foundation shall be started at the outlet or downstream end with the spigot or tongue end of the pipe joint pointing downstream. Laying shall proceed toward the inlet or upstream end with each abutting section of pipe properly matched,true to the established lines and grades. PLUMER GOLF DESIGN Meadowbrook Golf Course December 2006 -3- Drainage—Section 500 Approved facilities shall be provided for hoisting and lowering the section of pipe over the sides of the trench. The ends of the pipe shall be carefully cleaned before the pipe is placed in the trench. As each length of the pipe is laid, the open end shall be protected to prevent the entrance of earth or bedding material. The pipe shall be fitted and matched so that when laid in the prepared bedding, it shall form a smooth, uniform conduit. When elliptical pipe with circular reinforcing, or circular pipe with elliptical reinforcing is used,the pipe shall be laid in the trench in such a position that the markings "top" or "bottom" shall not be more than five degrees from the vertical plane through the longitudinal axis of the pipe. (8) Jointing: All joints must be made in accordance with the guidelines of the manufacturer. Any alternate methods of jointing pipe must be approved by the Golf Course Designer. (9) Backfilling: Backfill procedure is that procedure required to return trenches or excavated areas to a condition satisfactory to the Owner. The methods of backfilling to be used shall vary with the width of trench,the character of the materials excavated, the method of excavation,the type of conduit and the degree of compaction required. The placing of backfill shall not begin until the pipe structure has been properly bedded and jointed and until approval has been given by the Owner. The excavation shall be backfilled only with approved material. Backfill consists of two major categories: (a) embedment; and (b) trench backfill material, as follows: (a) Embedment is the material upon which the pipe rests. The embedment backfill shall consist of select or granular material. The material shall be placed on top of the crushed stone in uniform layers on either side of the pipe and compacted to at least 90 percent of maximum density. Moisture content shall be within minus 2 to plus 4 of optimum. Class B Embedment material under the side of the conduit and around the pipe should be placed alternately in four (4)to six(6) inch layers on both sides of the pipe to permit thorough tamping. Tamping can be done with hand or mechanical equipment, depending upon field conditions. Compaction of fill by puddling or jetting is not recommended,except where supervised by qualified soils engineer. (b) Trench backfill material is the material required to fill the trench from the top of the embedment to ground elevation. Compaction of all backfill PLUMER GOLF DESIGN Meadowbrook Golf Course December 2006 -4- Drainage—Section 500 material shall be performed in a manner that shall not crack, crush and/or cause the installed pipe to be moved from the established grade and/or alignment, as shown on the plans. Excavated material may be used in the trench backfill, provided that all hard rock and stones having any dimensions greater than six inches in diameter, debris and roots larger than two inches are removed. (10) Protection of Drainage Structures: Contractor shall protect all inlets from silt as shown in construction details. Contractor shall protect all pipe and structures from heavy loads or other conditions which might crush or damage pipe. (D) Inspection and Acceptance: All material of whatever nature used in installing the drainage system shall be subject to inspection and approval by the Golf Course Designer. All drain lines and structures may -be inspected for workmanship and flow grades before any backfilling occurs. Inspections may be made by the Golf Course Designer or the Owner as soon as possible after the work has been installed and is ready to be backfilled. Pipe shall be subject to rejection on account of failure to conform to any of the specification requirements. All rejected pipe shall be plainly marked by the Golf Course - Designer and shall be replaced by the Contractor with pipe which meets the requirements of these specifications. (E) Materials (1) Lake Overflow And Deep Line Lake Connections ADS high density polyethylene corrugated pipe with an integrally formed smooth interior, watertight sanitary sewer system. Pipe and gaskets (Dia. as shown on plans). Requirements for test methods, dimensions, and markings are those found in AASHTO Designation M-252 and M-294 and ASTM F-405 and F-667. Pipe shall be made of polyethylene compounds which meet or exceed the requirements of Type III, Category 4 or 5, Grade P33 or P34, Class C per ASTM D-1248 with the applicable requirements defined in ASTM D-1248. Clean reworked material may be used. Minimum parallel plate pipe stiffness values shall be as follows: Diameter Pipe Stiffness* 4" 50 psi PLUMER GOLF DESIGN Meadowbrook Golf Course December 2006 -5- Drainage—Section 500 6" 50 psi 8" 50 psi 10" 50 psi 12" 45 psi 15" 42 psi 18" 40 psi * Per ASTM Test Method D-2412 The pipe and fittings shall be free of foreign inclusion and visible defects. For pipe sizes 12" diameter and greater, holes of any kind in the corrugation crests or sidewalls shall be considered unacceptable. The ends of the pipe shall be cut squarely and cleanly so as not to adversely effect joining. Fittings shall be molded from SDR-35 PVC pipe manufactured in accordance with the applicable requirements defined in ASTM D-3034. The nominal size for pipe and fittings is based on the nominal inside diameter of the pipe. Fittings supplied by manufactures other than the supplier of the pipe shall not be permitted. Installation shall be in accordance with ASTM Recommended Practice D-2321 or as specified by the Project Engineer,or by local approving agency. A manufacturer's certification that the product was manufactured,tested, and supplied in accordance with this specification shall be furnished to the Project Engineer upon request. For dam overflow structures, all pipe of this type shall conform to the current specifications for Reinforced Concrete Culvert with rubber gaskets, ASTM Designation C 443 (C443M), Storm Drain, Sewer Pipe, ASTM Designation C 76 w (C76M) of the class designated above; or Reinforced Concrete D, Load Culvert, Storm Drain, and Sewer Pipe ASTM Designation C655 (C655M). (2) Major Drain Lines w Hancor Hi-Q or ADS N-12 smooth interior 6"-36" diameter drain pipe, or equal meeting AASHTO Specifications M-294-S. - (3) Area Drains For 6", 8" Duracast inline drain basin as manufactured by: Nyloplast PLUMER GOLF DESIGN Meadowbrook Golf Course December 2006 -6- Drainage—Section 500 3130 Verona Avenue Buford, Georgia 30518 (800) 859-0328 Fax (800) 944-8924 Standard Metal Grates as supplied by: Wickham Supply (214) 466-1600 or approved equal (4) Large Catch Basins { For 12"-36" diameter catch basins specially manufactured "T" sections (as shown on detail)by same manufacture of corrugated plastic pipe. (5) Trench Backfill Trench backfill material for Hancor Hi-Q pipe shall be native soil material - consisting clean subsoil absent of larger stones, and tree branches. END OF SECTION PLUMER GOLF DESIGN Meadowbrook Golf Course December 2006 -7- Bunker Construction-Section 800 Section 800 Bunker Construction (A) Scope of Work: The work shall commence after the inspection and approval of the subgrade by the Designer and may consist of furnishing and placing of subsurface drainage, with pea gravel envelope, flushbuts, establishment of final grades in preparation for grassing, hand-cutting of edges of sand bunkers,placing bunker seal, spraying out vegetation, placing and spreading of sand. (B) Equipment: The Contractor shall maintain on the job sufficient equipment of the types needed to complete all work in accordance with the requirements of these specifications within the contract time. (C) Operations: (1) Grading- The grading of each bunker shall conform to the contours shown on each Green Detail sheet or grading plan to a uniform depth of six (6) inches below the finished grade of the surface itself. Final grading shall ensure that no "overland" surface drainage shall come into bunker. Grading shall also be done to provide a gentle hollow effect, rather than a flat bottom. Unless otherwise indicated, bunkers shall have a base slightly below existing grade to create a "walk down into the bunker" feeling. Also, unless otherwise indicated, bunkers will be built to hold water, with drainage to be accomplished by tile. All grades shall account for six(6) inches of sand settling to four(4) to be placed in bunker, so thatsand will remain flush with adjacent lip of bunker, or slightly lower, but never above. (2) Drainage -All trenches are to be cut to the dimensions shown on the construction details or typical details and laid in accordance with the pattern and dimensions indicated on the green details. All trenches are to be surveyed in the field to insure a positive gradient to drain outlet,maintaining a minimum slope of one percent. The base of each trench shall be smooth, dry and free of debris. Care shall be taken to locate tiles in exact low areas or swales of bunker. Other tiles shall be located to best intercept surface flow within the bunker. Where possible, drain tiles shall also be located near the top of bunkers to intercept flow coming into bunkers from an upslope. (3) Projection of Drain Lines -Upon completion of all drainage prep, if the bunker is to remain open without bunker sand, gravel bed in the lines shall be heaped up in an effort to minimize silt wash into tile. All drain lines and gravel shall be PLUMER GOLF DESIGN Meadowbrook Golf Course December 2006 ._ - 1 - Bunker Construction-Section 800 immediately covered with a filter fabric to protect from silt. This fabric shall be removed just prior to bunker finishing operations. (4) Liner—None needed for this contract (5) Killing Vegetation in Bunker- If bunkers are untended for a length of time during construction,the proposed sand area shall be sprayed with appropriate chemical, approved by Owner's representative,to rid area of weeds. (6) Hand Edging of Bunker Lip- Golf Course Designer shall mark final edge of bunker with spray paint. Edge shall be cut by hand with shovels to be perfectly vertical. Edge shall be a minimum of four(4) inches deep. All spoil shall be hauled away. At this time,all silt shall also be removed from tile lines. (7) Placing of Sand- Consists of two operations: trucking sand to bunker; spreading sand to a smooth even grade. (a) Placement of sand shall be accomplished in such a way to minimize destruction of prepared seedbed or sod near the bunker(and other areas on the golf course). Enough sand shall be placed in each bunker so that four(4) inch settled depth of sand can be achieved. Use of small trucks or utility vehicles, careful planning of hauls roads and entry points, boards for protection of turf and other means as may be approved shall be employed. (b) Sand shall be spread by small tractor, trap rake, or by hand, as may be most effective, so that a smooth finish and consistent six(6) inch depth settling to four(4)inches are accomplished. Sand shall be spread as soon as possible after placement. (c) If sand is not to be spread immediately, for whatever reason, it shall be dumped across the bottom of the bunker and shall.be placed over the drain tiles to minimize silting in the event of a rainstorm. (D) Inspection and Acceptance: All phases of bunker construction are subject to inspection by the Golf Course Designer. Testing procedures may include visual inspection of final grades and quality of sand, random sampling and testing of the sand to insure its conformity to USGA or other specifications. (E) Materials: (1) Trap Sand—White Bunker Sand as submitted by Contractor for approval by PLUMER GOLF DESIGN Meadowbrook Golf Course December 2006 -2- Bunker Construction-Section 800 Owner. (2) Drain Tile—ADS N-12 4" drain tile meeting specification ASTM F-405, perforated or solid as plans may dictate. Fittings shall be as per manufacturer's recommendation. (3) Connection Markers/Air Vents/Clean-Outs (a) NDS 7" Valve Box, (green) 107BC (b) 4" or 6" pipe (size as shown on plan) and cap (4) Sod-As specified in Greens Construction and Grassing. (5) Pea Gravel - 1/4" pea gravel meeting all USGA specifications as submitted by Contractor for approval by Owner. (F) Miscellaneous Additional Information: (1) Contractor shall be responsible for shaping,tilling, and edging the bunker. (2) Contractor shall be responsible for spraying weeds, clean-up,placing and spreading of sand. (3) All haul roads leading from off site to each bunker location must be followed as shown on the plans. Contractor shall repair all haul roads to original conditions as per plan, and shall repair all other haul roads not indicated on plans at his own expense. End of Section PLUMER GOLF DESIGN Meadowbrook Golf Course1 r December 2006 v y7' J ' li . RAJ U�Gils Fine.Grading,Fertilizing,and Grassing—Section 1000 Section 1000 Fine Grading, Fertilizing and Grassing (A) Scope of Work: The work consists of furnishing the required materials, equipment and labor needed to remove any sticks,roots, or stones from the topsoil of the finished graded areas prior to fertilizing and sodding of all areas designated on plans and specified herein. (B) Equipment: The Contractor shall maintain on the job sufficient equipment of the types needed to complete all work in accordance with the requirements of these specifications within the contract time. (C) Operations: (1) Greens: (a) Fertilizing -Fertilizer shall be delivered to the site in bags or other convenient containers, each fully labeled, conforming to applicable state fertilizer laws, and bearing the name, trade name or trademark, and the warranty of the producer. Fertilizer shall be stored in a weatherproof storage place in such a manner that it will be kept dry and its effectiveness will not be impaired. Fertilizer shall be worked into the soil profile at a depth not to exceed 2 inches with Roseman landscape rakes or an approved equal. (b) Seed Bed Pre arp ation-The surface shall be smoothed and rolled until a fine uniform seedbed is obtained. There shall be no areas on the surface of the green where water will not drain off. The top one(1) inch of the seedbed shall then be lightly loosened ready for grassing. The actual area of the green surface shall be outlined by small stakes, and shall conform exactly to the area shown on the corresponding green detail sheet - for the area of the green. (c) Grassing: (1) The Contractor shall accurately mark the green's edge using wire flags, approximately 10'to 15' apart. Grassing of greens shall extend to a minimum of 20'beyond edge to provide a "competition zone" and encroachment protection. . (2) Contractor is responsible for probing the greens mix in random areas to insure a consistent depth as shown on the plans. PLUMER GOLF DESIGN Meadowbrook Golf Course December 2006 - 1 - Fine Grading,Fertilizing,and Grassing—Section 1000 (3) Contractor is responsible for applying the sprigs at the specified ` rate using hand planting. (4) Once grassed, the Contractor shall cover the sprigs by lightly rolling the seedbed, carefully watching so as not to disturb distribution. (2) Fairways and Roughs: (a) Seedbed Preparation-All sticks, roots, stones or other debris left on the surface of the finished rough grade shall be completely removed by the Contractor using a Harley Rock Picker, or equivalent, and other such equipment and hand tools as may be necessary. All stones of 1/2" and above in size shall be removed from the seedbed. - Following such removal, the Contractor shall loosen all areas to be grassed either by plowing, tilling, or disking the soil to a depth of six (6) inches. Following this loosening operation,the surface of the soil shall be finely divided by further disking, or use of spring tooth or spike tooth harrows, until all seedbed areas are satisfactory to the Golf Course Architect. The surface of all areas to be grassed, after final working, shall conform to the finished grades shown on the Grading Plan. When grades are not established in areas to be grassed, all depressions shall be filled and the resulting grade shall be smooth and continuous. Area to be grassed shall also be finished graded to meet any walks and adjoining surfaces after compaction in a uniform manner so no water pockets or ridges are left. The Contractor shall use a surveyor's level where necessary to make certain that there are positively no fairway areas which do not have perfect surface drainage. (b) Soil Amendments -Amendments shall be determined by soil analysis and shall be incorporated into the soil to a depth of at least four(4) inches by disking, harrowing or other acceptable method within 24 hours following application. NOTE: When an amendment is required it will be applied prior to application of fertilizer. See materials section for required amendment. (c) Fertilizing- After areas to be grassed have been fine graded, fertilizer shall be evenly distributed over these areas at the specified rate using an V PLUMER GOLF DESIGN Meadowbrook Golf Course December 2006 -2 - Fine Grading,Fertilizing,and Grassing—Section 1000 approved type mechanical spreader. Contractor shall fertilize in two y applications, each in a different direction at 90 degrees to insure proper coverage. The fertilizer shall be applied immediately prior to grassing. All fertilized areas shall then be lightly harrowed, using spike tooth harrows, to a depth not to exceed two(2) inches until the topsoil is friable and of uniform texture and satisfactory to the Golf Course Architect. (d) Grassing - Grass shall be applied evenly at the rates specified for the designated areas. It shall be applied by means of approved sowing equipment such as a Brillion or disk-type seeder or mechanical seeding equipment. Following grassing, the entire area shall be compacted by means of a ridged roller or cultipacker weighing 60 to 90 pounds per linear foot of roller. (3) Tees - The fairway specifications shall apply, except that the tee surface shall be -� hand-grassed. (4) Banks and Shoulders: (a) Seedbed Preparation- Specifications for fairway preparation shall apply. In banked areas where machinery does not leave a desirable finished grade, hand work may be necessary. (b) Soil Amendments - See Fairway Specifications. (c) Fertilizer - See Fairway Specifications. (d) Grassing - All bank areas are to be sodded unless otherwise specified. _ (5) Miscellaneous Areas -All areas to be grassed under this contract have been covered in green or fairway grassing specifications. (D) Grassing Dates: (1) Approved grassing dates are as follows: (a) Fairway, tees, and primary and secondary roughs - May 15 - June 15, 2007 (b) Greens - May 15 -June 15, 2007 PLUMER GOLF DESIGN Meadowbrook Golf Course December 2006 -3 - Fine Grading,Fertilizing,and Grassing—Section 1000 (c) Tertiary Roughs (Native Grass Mixture)- March 15 - May 15, 2007 (2) The Contractor must make every effort to grass within these dates. When delays in operations carry the work beyond these dates, or when conditions are such by reason of drought,high winds, excessive moisture, or other factors that satisfactory results are not likely to be obtained, work shall be stopped and shall be resumed only when conditions are favorable again or when approved alternate or corrective measures and procedures have been put into effect as authorized by the Golf Course Designer or the Owner. (3) Sodding Immediately prior to, but not in excess of 24 hours before,placing the sod,the soil surface shall be worked until it is relatively free from debris, washes, gullies, clods and stones and is in a satisfactory condition. The surface shall be worked to a depth of not less than(3) inches with a disc, tiller or other equipment approved by the Golf Course Designer. Prepared surfaces that become crusted shall be reworked to an acceptable condition before sodding. Before laying the sod, excess soil shall be removed so that the finished surface of the sodded area will be flush with staked grades and adjacent graded field surfaces and drainage structures. Any excavation necessary will be considered as v part of the sodding operations and no separate payment will be made other than the payment for sodding. Sod shall be placed within 24 hours of being cut. Sod shall be placed when the ground is in workable condition and temperatures are less than 90 degrees Fahrenheit. Sod shall not be placed when the sod or ground surface is frozen or during an extended drought. When the surface is dry enough to walk on,place the sod on the prepared surface with the edges in close contact and alternate courses staggered. Roll them level with a lawn roller. On all slopes exceeding 5:1, the sod shall be secured by pegging it with 6" wooden pegs. Immediately upon sodding. the turf shall be thoroughly watered. (E) Establishment Protection All grass areas designated as such on the plans and in these specifications shall be protected against all types of damage from the time work is started until the date of acceptance by the Golf Course Architect. Contractor is responsible for newly turfed areas until acceptance by the Owner and PLUMER GOLF DESIGN Meadowbrook Golf Course December 2006 -4- Fine Grading,Fertilizing,and Grassing—Section 1000 Golf Course Architect. The Owner may, at its option, take over maintenance of completed areas as they are finished on or about two (2) weeks after planting. (F) Inspection and Acceptance (1) The Golf Course Architect will inspect the finished fine graded areas before fertilizing, and grassing can be commenced. The Contractor shall notify the Golf Course Architect several days in advance that certain areas will be ready for this inspection so that no delays will be occasioned in the performance of the work. (2) All materials of whatever nature used in the fertilizing and grassing operation shall be subject to inspection and approval by the Golf Course Architect. If during or after completion of the fertilizing or grassing operations, a check of the quantities of fertilizer and seed used indicates that the minimum rate of application has not been met,the Golf Course Designer will require the distribution of additional quantities of these materials to make up the application specified. (3) The work of fertilizing, seeding and sodding will be accepted by the Golf Course Designer upon completion of each area if it.complies with the specifications for seeding, sodding and fertilizing as set forth herein. This acceptance does not relieve Contractor of his responsibility to provide viable certified seed and certified sod. In no case shall inspection be more than 10 days after completion. (4) All areas of sprigs are to be maintained by the contractor until acceptance by the owner usually about two weeks after planting. The Golf Course Architect shall inspect the newly sprigged areas for a uniform coverage prior to acceptance by the owner. The owner shall accept entire holes only not individual areas. +' (5) General Material Specifics (If Applicable) (a) All seed shall be labeled in accordance with the United States Department of Agriculture and Regulations under the Federal Seed Act and AOSA. 4 Seed shall be furnished in sealed standard containers unless exception ew� is granted in writing by the contracting agency. Seed which has become 00 damaged in transit or in storage will not be acceptable. The type and minimum percentages-by-weight of pure live seed shall be as follows: r Purity 97% PLUMER GOLF DESIGN Meadowbrook Golf Course December 2006 il - -5- 00 Fine Grading,Fertilizing,and Grassing—Section 1000 Live Seed 90% Weed Seed 0% Crop Seed 0% Poa Trivialis 0% Poa Annua 0% The Architect shall be furnished with signed copies of the vendors statement certifying that each container of seed delivered is fully labeled y in accordance with the Federal Seed Act and AOSA and comply with the standards as set above. At the request of the Architect a 50 gram (1/8 lb. sample) of each seed type* and seed lot shall be sent to an independent registered seed lab for testing. If, during or after completion of the fertilizing or grassing operations, a check of the quantities of fertilizer and seed or sprigs used indicates that the minimum rate of application has not been met, the Golf Course Architect will require the distribution of additional quantities of these materials to make up the application specified. (b) The work of fertilizing and grassing will be accepted by the Golf Course Architect upon completion of each area if it complies with the specifications for grassing and fertilizing as set forth herein. (c) The nursery may be inspected and approved before grassing operations begin. This acceptance does not relieve contractor of his responsibility to provide viable certified grassing material. In no case shall inspection be more than 10 days after completion. (G) Materials: All materials to be used in the process of fine grading, fertilizing and grassing shall be new and without flaws or defects and of quality as outlined in the specifications. The Golf Course Architect shall have the option to reject any seed, sprigs or fertilizer which fails to meet the recommended specifications. The materials for fine grading,fertilizing and grassing shall include: (1) Soil amendments: No soil amendments required. (2) Sod: Provide strongly rooted sod, not less than one year old, in vigorous condition and free of uncontrollable weeds or grasses. Before any sod is to be obtained and the approximate quantity available,the same shall be subject to inspection and approval before it is lifted. No sod grown on peat or grown on " PLUMER GOLF DESIGN Meadowbrook Golf Course December 2006 -6- Fine Grading,Fertilizing,and Grassing—Section 1000 heavy clay soil shall be used. Sod shall be cut in rectangular sections as required, varying in lengths up to six feet: uniform width not to exceed 18 inches. Sod shall be delivered to the job site within twenty-four(24)hours after being cut, unless circumstances beyond the Contractor's control make it necessary for the sod to be placed in temporary storage, in which case,permission shall be obtained from the Architect. Any sod permitted to dry out or rot may be rejected if, in the judgment of the Architect, its survival after placement is doubtful. (3) Grasses: (a) Greens - Certified TifDwarf Bermudagrass sprigs (30 bushels/1000 ` square feet), with source to be approved by Owner's Representative and Golf Course Designer. (b) Tee,Fairways and Primary Roughs—Certified Tifway 419 Bermudagrass sprigs (1000 bushels/acre),with source approved by Golf Course Designer. (c) Sod— 1. Certified Tifway 419 Bermudagrass sod for banks and green perimeters as shown on the plans. Source is to be approved by Golf Course Designer. (d) Native Areas(If Applicable-Tobe Stock Seed Farms Prairie 7 Grass Mixture or approved equal. Application rate (10 lbs. per acre) Species - may include Little Bluestem, Switchgrass, Indiangrass, Sideoats Gramma, Western Wheatgrass,Virginia Wildrye. (e) Wildflower Areas (If Applicable) - To be Stock Seed Farms Wildflower Mixture or equal. Application rate of 8 lbs. per acre). as supplied by: Native American Seed or Equal (f) Wetland Plants (If Applicable)- Wetland plant material shall be planted by hand as directed by the Golf Course Designer. Contractor shall install plants per suppliers recommendation, and specifications. Exact locations and quantities will be directed in the field by the Golf Course Designer. (See Bid Alternate for quantity, and Grassing Plan for location) PLUMER GOLF DESIGN Meadowbrook Golf Course December 2006 -7- Fine Grading,Fertilizing,and Grassing—Section 1000 4 Wetland Plant List 1. Bushy.Bluestem (Andropogon glomeratus) 2. Common Reed (Phragmites australis) 3. Eastern Gamagrass (Trypsacum dactyloides) 4. Lowland Switchgrass (Panicum viratum) 5. Prairie Cordgrass (Spartina pectinata) 6. Silver Plumegrass (Erianthus alopecuroides) as supplied by: Bluestem Nursery 4101 Curry Road Arlington, Texas 76001 (817) 478-6202 or Approved Equal (4) Fertilizers: Pre-plant Fertilization (a) Fairways, Tees and Maintained Roughs - Initial application- 10-20-20 Ag grade fertilizer with 50% sulphur coated urea(SCU). Application rate 400 lbs. product per acre. (b) Greens - Greens shall be fertilized with Lesco 12-24-14 or approved equal. Application rate 6 lbs, per 1000 square feet. Post-plant Fertilization These applications may or may not be supplied by the contractor. Determining factor will be Owner's acceptance of each hole. (a) Fairways, Tees and Maintained Roughs - (1) 1st application after planting (10-14 days after planting): 16-16-16 Ag grade starter fertilizer (b) Greens - (1) 1st/application after planting (7-10 days after planting): Lesco 12-24-14 or approved equal - application rate 6 lbs. product per (H) Removal of Existing Common Bermuda Fairway Turf: (Alternate Bid) The City of Arlington Parks and Recreation Department wishes to replace the existing common bermuda turf on the fairways, green surrounds and tees with Cynadon dactylon 419 hybrid PLUMER GOLF DESIGN Meadowbrook Golf Course December 2006 -8- Fine Grading,Fertilizing,and Grassing—Section 1000 bermuda turf. This portion of the contract will be approached as a bid alternate. The Contractor's objective shall be to provide a firm,-granular soil for rapid establishment and a soil root zone having adequate aeration, infiltration and drainage to maintain a high quality turf with minimal difficulty. Steps to be followed prior to sprigging of 419 include: 1. Control and Removal of existing Common Bermuda turf and other unwanted vegetation within the construction area. 2. Removal of rock and debris that is discovered following tilling of soil. - 3. Rough grading 4. Application of fertilizer Eradication of turfgrass shall take place in late spring when Common Bermuda turf is actively growing. Contractor shall employ a licensed chemical applicator who is certified by the Texas Structural Pest Control Board in turf and ornamentals to perform the spray application. Timing of application shall be coordinated with Owner prior to commencement of spraying. Contractor shall follow contour lines as outlined by Architect for removal of vegetation and re-grassing. Eradication of Common Bermuda shall be accomplished with Ultra Roundup as manufactured by Monsanto. Contractor is to follow label directions provided on Ultra Roundup in completing the Y "kill"on the turf. Seven to ten days after initial application, Contractor shall review all areas and determine the need for additional spot treatment in order to provide thorough kill. Once eradication of Common Bermuda is accomplished, Contractor will remove the dead material by tilling the soil. Debris from the fairway will be disposed of by burn pit. (See Clearing Specifications) Applicator shall follow safety rules associated with application of chemicals including but not limited to: personal protective equipment(PPE)requirements, environmental hazards, physical and chemical hazards for mixing, loading wind speed, drift and application. Product shall be applied in accordance with label directions at 5 quarts per acre. Unit shall be calibrated on site to insure proper application. Use of flat fan nozzles is required. Use of other than potable water in tank mix is unacceptable. Product shall be applied in such a manner as to allow a minimum of three (3) hours drying time prior to any irrigation or rainfall. Disposal of any unused product shall be coordinated with the Golf Course Superintendent. Planting and sodding operations shall not occur until the Owner has determined that no re- growth has occurred. (See Grassing Specifications) PLUMER GOLF DESIGN Meadowbrook Golf Course December 2006 -9- Fine Grading,Fertilizing,and Grassing—Section 1000 End of Section PLUMER GOLF DESIGN Meadowbrook Golf Course December 2006 - 10- i o c. W H a Z Z to. to. •Gn �`� N Z (� W •p viiCIS 0 0 U) con CIS v ..■ �. O Z / w a a a p W +r CISC CIS c Z ... ° w c ° °CIS � ej cn cd W5 .c .a a U �. a� -° o o a ;. c c 4 W 04 `Z '0 >. ° � U -a > [ o wCIS .0 a� V cd °' c -o ,c � ' A � � Z ►� W a U HCl Z c c .c '° �. ° s. 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Daylight pupe' n lob area. c sate �u.d as show tlateriau generated by seating a grass _.._._ ____;n� x_i eek: 1 r 13� r .' G Cite e �' eftedge f sand buh[ker to the i __... ~_ �a� or�mam enance J 1 ,q / ` i ween`sand'banker and fence. f' S` WorkA e a� , A t ti's "o _. Silt F:_nceT ................ %grays!bunker and drai age o is ariea. Divert s rface;r n-Off i t Into dram basin. I 1 ... _ Wor.... A:ea _ �, _...........D. Yli' hg t pine urderence: —N l _ � A �1I ii 7 , . ... __ _ S ve a n-6 to r from$'e vision i Is nd b;6n, er. _.....__. - ......_ _................ ._ _- _ _ ........._... . � 1 1 F! CLS� 41 hu i i 11-9 Yards • L F 7'� Meadowbrook Golf Course Sana Bunker Renovation Fort Worth, Texas December 2006 'Page� ,l GREEN DETAIL - Hole # 7 Scale 1 30'-()" ......... ...... ......... ............ ------------ if CC— D istur ex green-surfs e. rk Z %4—! ork Area; L - ------------------ WA; silt Fd"nce..... 4 S' Fence -------- ....... ............ —7 A 7 Shave or lower fro Je to�flOw forV ision into sa rtikers, Thiswill egKte sa bunker/surfabel arks the tee. baylig .t Dips.6 11 w area rees. ........................ 313 T. ards Par 4 P L U M E R G 0 L F Meadowbrook Golf Course D E S I G N Sand Bunker Renovation Fort Worth,Texas December 2006 :Page 17 GREEN DETAIL - Hole 4 8 Scale I-= 30'-0" it �'19 I'm ..................................... V ........- ------- .... ---------- idiproveme s to this g .......... J y ....... . ......... ....... ................ -4- .......... ........... S, % NI 333-0 'Ya r d S Par 4 P L U M E R G 0 L F D F S I G N Meadowbrook Golf Course Sand Bunker Renovation f3 277.20W"F�� Fort Worth,Texas December,--?0061 Page 18 play�g eas., �n low a�ut of! 4 32 �' l yz :. ! w 1Lopate�ru o ed s nd un e4in h Ma. oX;;;c� rl t .iQ tftee Sa a an,j bun` erIps. ha I visblo / �'s ` r' { eEd gra ung shall of b .ca exV. '. .g d in f o... � �I - - ° 1 Ig � J/ /���� I ( I \ Work. I � � � I � I � _. (_ I Fl al IY�c t n i . a��91b n-- - -s 'll t ' Gr® 'e "�Yr�sn i a- pi oolnine fw Contraliclo4hall Idsate,A1 -exi.sti undPr9round C:t[Ilt��s. I Mole — 8 Fairway Alternate Bid Meadowbrook Golf Course Sand Bunker Renovation Fort Worth, 'texas December 2006 page 9. kjREEN DETAIL - Hole # 9 Scale U'=301-0" . . .............. 41 Tees Swilf mth6-ular ctemerom the! sand bunkers al b ,Oaced ' deft_ 7heqrej'.!��reatin am'�und.'fe _ting grad .. move a ..............- 4— 0 clod--bunkm . er t 4-e reem 6 Ex-i5.0ting irri n h Work Ar zC ....... ...... I A 'N ............ 4., 0 nt! e o a'; u own the Ao i ro e vii( into he -' :Silt F ence 71, ,Alrow vision lo-the san- 'b er. 4� Par 4 341 Yards ----------- MAI Meadowbrook Golf Course Sand Bunker Renovation Fort Worth, Texas December 2006 Pag,e20 GREEN DETAIL - Hole #10 Scale 1 "::::: 3()'-0" .............. ..... ILI........ ................ ........... ..............--j c'i e I I ............. n ss buriker-in .Iace Work Ate of fisting q san Oink A I I Tees ...... .......N ................ A SaadZunlSer'shatln. r6aeq.into gree surface. 10 brig manholes: 0 .................... le ................ Lahe W. 84.7 i Daylight sa�od bunker,drat ral 11KV VAI�LIIIU ul ��ff PU Ut�LU ove q#w'sarKMunk6r down slope 1 for xrjon ` ower flrodt edge of n sna bunker .......... n-�6�stant.-&�pe-i&f /.......... Aew sand,bunker. + M 7 37G, Y ards Par4 P L U M E R G 0 L F D I I I G N Meadowbrook Golf Course ��- 1 Sand Bunker Renovation Fort Worth,Texas December.2006 Page 21 GREEN DETAIL - Hole #11 Slal, 1"= 30'-0" 4141' N Z ---------------- ............... . .......... .................. ............... ............. V-0 ...... ........ % t M� Work, ... ...........:.-.-.--., ........... f --------- :Silt Fence; - ----------- ........ J .. .......... Lake W.E. .............Elujn-eiis Iinker— create ma4rilftf ng,in d area. No outsid ifiIII requii a Feath* rade with existing CG ntours. z...... ......... "0 156 Yards Par 3 P L U M E R G 0 L F D E S I G N Meadowbrook Golf Course ;i 27—ZOGO F�,jS 7.W-2005 1,J11op M Sand Bunker Renovation Fort Worth,Texas [December 2005; Page 22 M I f"' REEN DETAIL - Hole 4121. Scale I`.-W-O" -7 ..Remove xistihg sanW'bu k lto nvert iintogr� gran � ,Tiel high poinfsb6jetffer c - Idg Hold, t e f s a n d t�.,�r;?no' V fr6n� n., X All sAd bukers improve j s shall nfe6croac6 into gr- uqace. #13 Teel,; .............7-- tilit ifhn�qi g',�l3bif�ntbaqreen urface. Pr s e L n yu rf; 6 - --------- 2 A iv Hold'Yo e ofsand bunker. _�^ ` M N�. roil edgO�Df7knd Bunket W)rkAre' % l*. R C16 . 6 t s loeq 7-- e love front b4rnk ------------------- . ......... ....... TigALdrMaLUnIMaQ istiper draih�qe S Bridge -T 3ol "i ards E f Par 4 P L U M E R G 0 L F D F S I G N Meadowbrook Golf Course 1`1'7t' 141 PI 1--7-11Sand Bunker Renovation Fort Worth, Texas December 2006 Page 23 GREEN DETAIL - Hole # 13 Scale 3 ,- " 412 Tees e J f r r' % ,/ Work pur _sed- ;bunl�rer f' A � i into.exis .:g s1- j i%ifIan t 7 1 ork Area, 0% f Siit'Fenc e i trees. 41 dd 6 L� I�edPce were slo on rights a of the reen. \ So en f(ireasy m n ena.nce 1)ie material in front ; f of a give n to f[ in teep slop`s. / f w 4- l I A - K j 7 \ i -- Ir rr , Da �li h pipe in to aie i,.�r, es. i 475 Yands 01 Par 5 • Nleadowbr®ok Golf Course Sand Bunker Renovation Fort Worth,Texas December 2006 Page'24 GRIEEN DETAIL - Hole 1-4 Scale 1 30'-0" 418 Green 7� 01 IL0 mprovern is to tKis eon. ----L V. #I-I'Fees mprovern ts to wis 32-I. Yard's 7�' Par 4 P L U M E R G 0 L F Meadowbrook Golf Course Sand Bunk Ranovaton Fert Worth,Texas December 2006 Page 25, v`` 301'0" --___ 00 \ Fill inxi`s i'ng s Kd bui wuth spoils, pusand_br._ 4 s 7 , m Alternate Bid Work Area, ' ! 'ism Y bathe•. ing a. e_to'�— \s �--Silt Feru'oe � exis�ing ra est \ o�Ced purposed said b raker into: existing sloes veruT of aay- f om-sen d,baflker. ----� \\ _ 9 y'. p e alac f to circ path\ Hole — 14 fairway Meadowbrook Golf Course .,. . Sand Bunker Renovation Fort Worth, Texas [December 2006 Page 2.�, GREEN DETAIL - Hole 15 Scale " X-0°° 4 s f i Mc mprove nts to thi seen. t Bridge IG t / [ 6 [_ Meadowbrook Golf Course Sand Bunker Renovation Fort Worth, Texas December 2006 Page L,,ffA GREEN DETAIL - Hole # 196 S cale V'= 30'-0" jo J, ........... e 9 .rid bu kerto t -j-ad=ke§n. Tie 4' 6� =­J-�' fiffigj`-19�L rrounds� -in- tar- y m rial b6lo ' and- U t ass .11 be ffia4Kto'�dffi�p—p—osifiv s rfa_ce'd a age a from d"-piay a. -cir.c4latiorl- N, Are .... ............. ............ Fut area if ri:equirefl z V t Fe cel. N/ A z ------ P .......... ............. ....................------------ ............ 4 35 17 a r d.s Par 4 P L U M E R G 0 L F D F S I G N Meadowbrook Golf Course Sand Bunker Renovation Fort Worth,Texas December 2006 Page 28, GREEN DETAIL - Hole 1.7 Scale I"=; 30'-0 ................... z I ...................... A 4stl S bun�,,erl:t&th Rem ve�: nq q�/C n e to ras�, /,unk�r. 1860n Sf y rpa t6na S,z Move s n,, avva r- -a'�taiotXn ce 1 jj�7 for fr-0-60 qr� 6 Sand b ker imp'-6-ii Ments s not enc nto,e is_166 jj§jre6�.n -��u ace, . ro Wo Area R t 1Z g ,b jjo_v_es\ or6 tr ffie X\ ......................................... p ULLiq U'fid. --------- .............. .............. j9 6A Silt Fefic( ...... A', 7 ....................................... aqrfflghlrpi,�e in tbw, trees': Grad 110wj rR V, iph into'sand bunel. pulox n exi nker U ing mound 182., Yards Par 3 P L U M E R G 0 L F Meadowbrook Golf Course C Sand Bunker Renovation Fort Worth,Texas December 2006 Page 29 �.••...... i-iwf anrE or oryan/L,onege station FaxID:Anco Insurance 1 o:JaI(e Liale:T/[oi[UUr uw.-OU/ANI rage.L OT a _ CERTIFICATE OF LIABILITY INSURANCE CSR MR DATE(MMIDIN" 7 BURNS-? 1 01/23/07 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Anco Insurance B/CS HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR P. O. Box 3889 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Bryan TX 77805 Phone: 979-776-2626 Fax:979-776-1308 INSURERS AFFORDING COVERAGE NAIC# INSURED 94SIRERA: Transportation Insurance INSURER 8: America First Insurance 12696 Burnside services, Inc. Tammy Burnside INSURER C: Aoziean Har Aswrmce Co. 1110 Navasota Ridge Rd INSURERD: Union Insurance Co. Navasota TX 77868 INSURERE: Continental Casual t Co. 20443 COVERAGES THE POLICES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED-NOTWITHSTANDING ANY REOUFBWENC,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO V*"THIS CERTIFICATE MAY BE MED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLANG. Kwan LTR N TYPE OF INSURANCE POLICY NUMBER DATE(MMIDDIYY) DATE(MbMIDD/YY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $1,000,000 A X CMAMORC1A.GENERAL LIABILITY 2077190457 05/01/06 05/01/07 PREMISES(Eeoccuence) $50,000 CLAIMS MADE Fx—]OCCLR MED EXP(Arty one person) $5,000 X Pesticide PERSONAL a ADV INJURY S1,000,000 Herb.Appl.Coy. GENERAL AGGREGATE s2,000,000 GEN&AGGREGATE LIMIT APPLIES PER: PRODUcTs-COMPIDP AGG $2,000,000 POLICY PR LOC AUMMOSILE U IABILUTY COMBINED SWGI.ELOYr $1,000,000 D ANY AUTO CAA4234214 06/26/06 05/01/07 (F- +) ALL OWEDAUrOS BODILY INJURY 6 X SCHEDULED AUTOS (P-p—) X HIRED AUTOS BODILY IN. Y BOll) X NON-OWNEDAUrOS s PRO E allDAKAGE o'er s GARAGE LIABILITY AUTO ONLY-EAACGDENT 6 A14YAUTO OTHER THAN EAACC 6 AUTO ONLY: A G 6 EXCESSIUMBREI.LA LIABILITY EAC"OCCURRENCE s2,000,000. E X I OCCUR �CLAIMSMADE 2083089222 05/01/06 05/01/07 AGGREGATE 62,000,000. s DEDUCTIBLE $ X RETENTION $10,000 s WORKERS COMPENSATION AND X I TORY LIMITS I I ER C EMPLOYERS'LIIBILITY NC1962326 05/01/06 05/01/07 E.L.EACH ACCIDENT A$500,000. ANY PROPRIETORIPARTNERIEJECUTIVE OFFICE EXCLUDED? E.L.DISEASE-EA EMPLOYEE 6 50 0,0 0 0. It yes.desm-be oder SPECIAL PROVISIONS belay E.L.DISEASE-POLICY LMT $50 0,0 0 0. OTHER B Equipment IM8699853 02/28/06 02/28/07 limit $437,700. DESCRMMM OF OPERATIONS I LOCATIONS 1 VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Blanket Additional Insured and Blanket Waiver of Subrogation on the General Liability policy for the certificate holder as required by written contract. CERTIFICATE HOLDER CANCELLATION CITYFOR SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSUIRER WILL ENDEAVOR TO MAL 10 13AYS VffUITEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL City of Fort Worth IMPOSE NO OBLIGATION OR UASHM OF ANY MWD UPON.THE OWUtER ITS AGENTS OR 1.000 Throckmrton Fort Worth TX 76102 REfRESENrATNES. AUTHORIZED REPRE NTATIVE ACORD 25(2001/08) Loe ®ACORD CORPORATION 1988 CERTIFICATE OF INSURANCE TO: CITY OF FORT WORTH Date_ NAME OF PROJECT: Sand Bunker Improvements at Meadowbrook Golf Course •� PROJECT NUMBER: GC16-080160520120 IS TO CERTIFY THAT: Burnside Services,Inc. Mo. 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 INSURANCE Policy Effective Expires Limits of Liability Worker's Compensation Comprehensive General Bodily Injury: Liability Insurance(Public Ea.Occurrence: $ Liability) Property Damage: Ea.Occurrence: $ Blasting Ea.Occurrence: $ Collapse of Building or structures adjacent to Ea.Occurrence: $ excavations Damage to Underground Utilities Ea.Occurrence: $ Builder's Risk Comprehensive Bodily Injury: Automobile Liability Ea.Person: $ Ea.Occurrence:$ _ Property Damage: Ea.Occurrence:$ Bodily Injury: Contractual Liability Ea.Occurrence: $ Property Damage: Ea.Occurrence: $ Other 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. The City,its officers,employees and servants shall be endorsed as an additional insured on Contractor's insurance policies excepting employer's liability insurance coverage under Contractor's worker's compensation insurance policy. Agency Insurance Co.: Fort Worth Agent By Address Title CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW Pursuant to V.T.C.A Labor Code Section 406.096(2000),as amended,Contractor certifies that it provides workers' compensation insurance coverage for all its employees employed on city of Fort Worth Department of Engineering No. 5512 and City of Fort Worth Project Number GC16-080160520120 * Burnside Services,Inc. CONT TOR By: v. P Title 3 Date STATE OF TEXAS § 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 Burnside Services,Inc.the purpose and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this Ll day ofN06— for Z exas .TEFF ZUBEP, q� wrmyWtSTATE OiMIAS CONNIS3IOR HPIRL/: 't AUGUST 12, 2009 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 ❑ HVAC ❑ Utilities ❑ Earthwork ❑ Paving ❑ Other LIST A MINIMUM OF THREE SIMILAR COMPLETED PROJECTS WITHIN LAST THREE YEARS PROJECT NAME AND LOCATION NAME/TELEPHONE NUMBER OF OWNER NAME/TELEPHONE NUMBER OF SURETY. AMOUNT OF CONTRACT COMPLETION DATE SCOPE OF WORK DESCRIPTION PROJECT NAME AND LOCATION NAME/TELEPHONE NUMBER OF OWNER NAME/TELEPHONE NUMBER OF SURETY AMOUNT OF CONTRACT COMPLETION DATE BIDDER'S STATEMENT OF QUALIFICATIONS - 1- SCOPE OF WORK DESCRIPTION PROJECT NAME AND LOCATION. NAME/TELEPHONE NUMBER OF OWNER NAME/TELEPHONE NUMBER OF SURETY AMOUNT OF CONTRACT COMPLETION DATE SCOPE OF WORK DESCRIPTION PROJECT NAME AND LOCATION NAME/TELEPHONE NUMBER OF OWNER } NAME/TELEPHONE NUMBER OF SURETY AMOUNT OF CONTRACT COMPLETION DATE SCOPE OF WORK DESCRIPTION PROJECT NAME AND LOCATION NAME/TELEPHONE NUMBER OF OWNER NAME/TELEPHONE NUMBER OF SURETY AMOUNT OF CONTRACT COMPLETION DATE SCOPE OF WORK DESCRIPTION BIDDER'S STATEMENT OF QUALIFICATIONS -2- 2. LIST CONSTRUCTION SUPERINTENDENT'S NAME AND CONSTRUCTION EXPERIENCE: 3. LIST ALL LABOR SUBCONTRACTORS (attach additional pages as needed) SUBCONTRACTOR NAME TRADE PREVIOUS PROJECT EXPERIENCE/ CONTACT NAME/TELEPHONE NUMBER A. B. C. SUBCONTRACTOR NAME TRADE PREVIOUS PROJECT EXPERIENCE/CONTACT NAME/TELEPHONE NUMBER A. B. C. 4 BIDDER'S STATEMENT OF QUALIFICATIONS -3- SUBCONTRACTOR NAME v. TRADE PREVIOUS PROJECT EXPERIENCE/CONTACT NAME/TELEPHONE NUMBER A. B. C. SUBCONTRACTOR NAME TRADE - PREVIOUS PROJECT EXPERIENCE/CONTACT NAME/TELEPHONE NUMBER A. B. C. SUBCONTRACTOR NAME TRADE PREVIOUS PROJECT EXPERIENCE/CONTACT NAME/TELEPHONE NUMBER A. B. C. Note 1. Section 8.1 of the Standard Specifications for Street and Storm Drain Construction for the City of Fort Worth will be enforced. 2. The Prime Bidder selected for this project shall submit Letters Of Intent executed between the Prime Bidder and any and all subcontractors to be.utilized on this project within five working days of being recognized as the overall qualified low Prime Bidder by the City. Subsequent substitution of sub-contractors must be approved by the City. 3. Prime Bidder shall include financial statement in this submittal. BIDDER'S STATEMENT OF QUALIFICATIONS -4- Bond No.4358018 PERFORMANCE BOND THE STATE OF TEXAS KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we (1) Burnside Services, Inc. as Principal herein, and (2)SureTec Insurance Company . a corporation organized under the laws of the State of(3) Texas , and who is authorized to issue surety bonds in the State of Texas,Surety herein,are held and firmly bound unto the City of Fort Wordy a municipal corporation located in Tarrant and Denton Counties,Texas,Obligee herein,in the sum of: Two Handred Thirty Thousand Six Hundred ShLty-one and 40/100............................_..................................» Dollars(S7ZJ0.661.40)for the payment of which stun we bind ourselves,our heirs,executors,administrators, successors and assigns,jointly and severally,firmly by these present. WHEREAS,Principal has entered into a certain written contract with the Obligee dated the§lhof March. 2007 a copy of which is hereto attached and made a part hereof for all purposes,for the construction of Sand Banker Improvements at Meadowbrook Golf Coarse NOW THEREFORE,the condition of this obligation is such, if the said Principal shall faithfully perform the work in accordance with the plans,specifications, and contract documents and shall fully indemnify and hold harmless the Obligee from all costs and damages which Obligee may suffer by reason of Principal's default and v reimburse and repay Obligee for all outlay and expense that Obligee may incur in making good such default,then this obligation shall be void;otherwise,to retrain in full force and effect. PROVIDED, HOWEVER,that this bond is executed pursuant to Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of such statute,to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have executed this instrument. SIGNED AND SEALED this 6th day of March.7009. T: .�y� / r Baraside Services,Inc. J(P4ri, pal)Secretary PRIM AL BY. (SEAL) Title: V.P 1110 Navasota Ridge Road Navasot2,TX 77865 Witness as to Princip SureTec insurance Company Surety, BY: Name: Carmen J. Goodenough ATTE T. (Attorney-in-fact) Address: 7201 Bishop Rd., Ste 250 Secretary Plano Texas 75024 (SEAL) Telephone Number: 888.716.2663 ------ Witness o urety NOT _- (1) Correct name of Principal(Contractor). (2) Correct name of Surety. (3) State of incorporation of Surety -- Telephone number of surcty must be stat+cd. in addition,an original copy of Power of Attorney shall be attached to Bond by the Attorney-in-Fact. The date of the bond shall not be prior to date of Contract. Bond No.4358018 r PAYMENT BOND THE STATE OF TEXAS - § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we(1) Burnside Services.Incas Principal herein,and (2) SureTec Insurance CgMoany a corporation organized and existing under the laws of the State of(3) Texas ,as surety,are held and firmly bound unto the City of Port Worth,a municipal corporation located in Tarrant and Denton Counties,Texas,Obligee herein,in the amount of Two Hundred Thirty Thousand Six Hundred Sixty-one and 40/100.................--Dollars ($230,661.40) for the payment whereof,the said Principal and Surety bind themselves and their heirs,executors, administrators,successors and assigns,jointly and severally,firmly by these presents: WHEREAS,the Principal has entered into a certain written contract with the Obligee dated the 6th day of March A.D.,2007,which contract is hereby referred to and made a part hereof as if fully and to the same extent as if copied at length,for the following project: Sand Bunker Improvements at Mendowbrook Golf Course NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully make payment to each and every claimant(as defined in Chapter 2253,Texas Government Code,as amended)supplying labor or materials in the prosecution of the work under the contract,then this obligation shall be void,otherwise,to remain in full force and effect. PROVIDED,HOWEVER,that this bond is executed pursuant to Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statute,to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have executed this instrument. SIGNED AND SEALED this 6th day of March,2007. " 1 Surnsid ervices InC- A T JESV PRIN L BY: _ (Principal)Secretary Name: D 4��!; i41.3%rNS v V _ Title: �, f (SEAL) 1110 Navasota Ridge Road Navasota,TX 77868 Witness as to Principal SureTec Insurance Com a +ef SURETY } ATTEST: By: Name: Carolyn J. Goodenough .r Secretary Attorney in Fact 4 (S L) Address: 7201 Bishop Rd.,Ste 250 Plano TX 75024 Wi sast6S Telephone Number: 888716.2663 NOTE: 1. Correct name of Principal(Contractor). 2. Correct name of Surety. 3. State of incorporation of Surety. Telephone number of surety must be stated. In addition,an original copy of Power of Attorney shall be attached to Bond by the Attorney-in-Fact. The date of bond shall not be prior to date of Contract. _4 Bond No.4358018 MAINTENANCE BOND THE STATE OF TEXAS COUNTY OF TARRANT § KNOW ALL MEN BY THESE PRESENTS: That Burnside Services, Inc.(Contractor), as principal, andSureTec Insurance Compa.nit corporation organized under the laws of the State of Texas ,(Surety),do hereby 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,("City")in Tarrant County,Texas the sum of Two Hnndred Thirty Thousand Six Hundred Sixty-one and 40/100......_.............Dollars($230,661.40)lawful money of the United States,for payment of which sum well and truly be made unto said City and its successors,said Contractor and Surety do hereby bind themselves,their heirs,executors,administrators,assigns and successors,jointly and severally. This obligation is conditioned,however;that, WHEREAS,said Contractor has entered into a written Contract-.0th the City of Fort Worth,dated the bthday of Mareb 2007 copy of which is hereto attached and made a part hereof;the performance of the following described public improvements: Sand Bunker improvements at Meadowbrook Golf Course the same being referred to herein and in said contract as the Work and being designated as project GC16- 080160520120and said contract, including all of the specifications, conditions,addenda, change orders and written instruments referred to therein as Contract Documents being incorporated herein and made a part hereof and, WHEREAS,in said Contract,Contramr binds itself to use such materials and to so construct the work that it is ll remain in good repair and condition for and during a period of after the date of Two (2)Years 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 Two(2)Years;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 Nater Department of the City of Fort Worth, it be necessary;and, WHEREAS, said Contractor binds itself, upon receiving notice of the need therefore to repair or reconstruct said work as herein provided. 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,thesepresents shall be null and void,and have no force or effect. Otherwise this Bond shall be and remain in full force and effect,and the City shall have and recover from the Contractor and 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. IN WITNESS WHEREOF, this instrument is executed in d counterparts, each one of which shall be deemed an original,this 6th day of March A.D. 2007. F# ` ATTEST: (SEAL) Burnside Services.Inc. ontractor _\ r ` Secre Name: Title: b Y{SL�9L1 SureTec Insurance Company Mr Surety BY: Secretary Name: Carolyn J. Goodenough_ Title: Attorney-in-Fact *� 7201 Bishop Rd.,Ste 250 Plano TX 75024 Addrew A w POA#: 4221127 SureTec Insurance Company LIMITED POWER OF ATTORNEY Know All Men by These Presents, That SURETEC INSURANCE COMPANY (the "Company"), a corporation duly organized and existing under the laws of the State of Texas, and having its principal office in Houston, Harris County, Texas,does,by these presents make,constitute and appoint Sammy Joe Mullis,Jr.,John William Newby,Wilbert Raymond Watson, Patricia Lee Bartlett,Carolyn J.Goodenough,Troy Russell Key,Sandra Lee Roney of Daiias, Texas its true and lawful Attomey(s)-in-fact,with full power and authority hereby conferred in its name,place and stead,to execute, acknowledge and deliver any and all bonds,recognizances,undertakings or other instruments or contracts of suretyship to include waivers to the conditions of contracts and consents of surety, providing the bond penalty does not exceed Five Million and no/100 Dollars($5,000,000.00) and to bind the Company thereby as fully and to the same extent as if such bonds were signed by the President,sealed with the corporate seal of the Company and duly attested by its Secretary,hereby ratifying and confirming all that the said Attomey(s)-in-Fact may do in the premises. Said appointment shall continue in force until December 31,2008 and is made under and by authority of the following resolutions of the Board of Directors of the SureTec Insurance Company: Be it Resolved,that the President,any Vice-President,any Assistant Vice-President,any Secretary or any Assistant Secretary shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorney(s)-in-Fact to represent and act for and on behalf of the Company subject to the following provisions: Attorney-in-Fact may be given full power and authority for and in the name of and of behalf of the Company,to execute,acknowledge and deliver,any and all bonds,recognizances,contracts,agreements or indemnity and other conditional or obligatory undertakings and any and all notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Attorney-in-Fact shall be binding upon the Company as if signed by the President and sealed and effected by the Corporate Secretary. Be it Resolved,that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile,and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached. (Adopted at a meeting held on 204 of April, 1999) In Witness Whereof,SURETEC INSURANCE COMPANY has caused these presents to be signed by its President,and its corporate seal to be hereto affixed this 20th day of June,A.D.2005. RETEC INS CE COMPANY gdRANC �° x Q'y�0 By: W8 Bill King, re nt State of Texas ss: 0�1� �;Y County of Hams On this 20th day of June,A.D. 2005 before me personally came Bill King,to me known,who,being by me duly sworn,did depose and say,that he resides in Houston, Texas, that he is President of SURETEC INSURANCE COMPANY, the company described in and which executed the above instrument;that he knows the seal of said Company;that the seal affixed to said instrument is such corporate seal;that it was so affixed by order of the Board of Directors of said Company;and that he signed his name thereto by like order. rrwa MiCheb Do" NoklryNft MY Michelle Denny,Notary Pub c ugusf 27,2008 My commission expires August 27,2008 1,M.Brent Beaty,Assistant Secretary of SURETEC INSURANCE COMPANY,do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney,executed by said Company,which is still in full force and effect;and furthermore,the resolutions of the Board of Dv-ectors,set out in the Power of Attomey are in full force and effect. Given under my hand and the seal of said Company at Houston,Texas this 6th day of March 20 07 ,A.D. lox M.Brent Beaty,Assistant S re ry Any instrument Issued In excess of the penalty stated above is totally void and without any validity. For verification of the authority of this power you may call(713)812-0800 any business day between 8:00 am and 5:00 pm CST. SureTec Insurance Company THIS BOND RIDER CONTAINS IMPORTANT COVERAGE INFORMATION Statutory Complaint Notice To obtain information or make a complaint: You may call the Surety's toll free telephone number for information or to make a complaint at: 1-866-732-0099. You may also write to the Surety at: SureTec Insurance Company 5000 Plaza on the Lake, Suite 290 Austin, TX 78746 You may contact the Texas Department of Insurance to obtain information on companies, coverage, rights or complaints at 1-800-252-3439. You may write the Texas Department of Insurance at PO Box 149104 Austin, TX 78714-9104 Fax#: 512-475-1771 PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim, you should contact the Surety first. If the dispute is not resolved, you may contact the Texas Department of Insurance. Terrorism Risks Exclusion The Bond to which this Rider is attached does not provide coverage for, and the surety shall not be liable for, losses caused by acts of terrorism, riot, civil insurrection, or acts of war. Exclusion of Liability for Mold, Mycotoxins, Fungi & Environmental Hazards The Bond to which this Rider is attached does not provide coverage for, and the surety thereon shall not be liable for, molds, living or dead fungi, bacteria, allergens, histamines, spores, hyphae, or mycotoxins, or their related products or parts, nor for any environmental hazards, bio-hazards, hazardous materials, environmental spills, contamination, or cleanup, nor the remediation thereof, nor the consequences to persons, property, or the performance of the bonded obligations, of the occurrence, existence, or appearance thereof. Texas Rider 010106 1 CITY OF FORT WORTH,TEXAS CONTRACT STATE OF TEXAS § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That this agreement,made and entered into this the 6th day of March,A.D.2007,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 11 th day of December,A.D. 1924, under the authority of the Constitution of Texas,and in accordance with a resolution duly passed at a regular meeting of the City Council of said City,and the City of Fort Worth being hereafter termed Owner,and Burnside Services,Inc.,hereinafter called Contractor. WITNESSETH:That said parties have agreed as follows: 1. That for and in consideration of the payments and agreements hereinafter mentioned to be made and performed by the Owner,and under the conditions expressed in the bond bearing even date herewith,the said Contractor hereby agrees with the said Owner to commence and complete the construction of certain improvements described as follows: Sand Bunker Improvements at Meadowbrook 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 Council 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 construction of said work within ten (10)days after being notified in writing to do so by the Department of Engineering Director of the City of Fort Worth. 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 50 calendar days from the time of commencing said work;that said Contractor shall be entitled to an extension of said - time for doing said work for such time as he may necessarily lose or be delayed by unavoidable accidents caused by unforeseen matters over which said Contractor has no control,such as inclemency in the weather,acts of Providence,labor strikes and delivery of materials,in all of which cases the negligence or carelessness of the Contractor is not contributing to such delay. 5. Should the Contractor fail to begin the work herein provided for within the time herein fixed or to carry on and complete the same according to the true meaning of the intent and terms of said specifications,then the City shall have the right to take charge of and complete the work in such a manner as it may deem proper,and if,in the completion thereof,the cost to the said City shall exceed the contract price or prices set forth in the said plans and specifications made a part hereof,the Contractor shall pay said City on demand in writing,setting forth and `� specifying an itemized statement of the total cost thereof,said excess cost. 6. Contractor covenants and agrees to indemnify City's engineer and architect,and their personnel at the project site for Contractor's sole negligence. In addition,Contractor covenants and agrees to indemnify,hold harmless and defend,at its own expense,the Owner, its officers,servants and employees,from and against any and all claims or suits for property loss,property damage,personal injury, including death,arising out of,or alleged to arise out of,the work and services to be performed hereunder by Contractor,its officers,agents,employees, subcontractors,licensees or invitees,whether or not any such injury,damage or death is caused,in whole or in part,by the negligence or alleged negligence of Owner,its officers,servants,or employees. Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage,loss or destruction to property of the Owner arising from the performance of any of the terms and conditions of this contract, whether or not any such injury or damage is caused in whole or in part by the negligence or alleged negligence of Owner,its officers,servants or employees. In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either(a)submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved,or(b)provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may,if he deems it appropriate,refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. 7. 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. 8. Said City agrees and binds itself to pay,and the said Contractor agrees to receive,for all of the aforesaid work,and for all additions thereto or deductions therefrom,the price shown on the proposal submitted by the successful bidder hereto attached and made a part hereof. 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 Department 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 instrument to be signed in triplicate in its name and on its behalf by the City Manager and attested by its Secretary,with the corporate seal of the City of Fort Worth attached. The Contractor has executed this instrument through its duly authorized officers in three counterparts with its corporate seal attached. Done in Fort Worth,Texas,this the 6th day of March,A.D.2007. RECOMMENDED BY: APPROVED BY: 9LA r" DEPARTMENT OF ENGINEERING PAkf AND C M ITY SERVICES DIRECTOR DdRECTOR CITY O ORT WORTH ATTEST: By: I Y MANAGER CI SECRETAR Burnside Services,Inc. CONTRACTOR By: Lo'VA-1 SEAL TITLE 1110 Navasota Ridge Road Navasota,TX 77868 ADDRESS APPROVED AS F RMA EG ITY AS STAN IT A ORNEY November 1960 Revised November 1982 Revised May 1986 Revised October 1989 ■ Contr t: authorizatioA Date ��