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Contract 33187
Or CITY SECRETARY Oniorl MIS COPY FOP oft CONTRACT NO. I _com"CIOR MACTonwHINNeco lrl cmu Oft CITY MANAGER'S OFFICI -_ENGRIEERING DIV. TOW-FILE CORY FREEWAY LIGHTING EQUIPMENT MAINTENANCE & SERVICE PROJECT NO. TPW-TS-2006-0001 CITY OF FORT WORTH TRANSPORTATION AND PUBLIC WORKS DEPARTMENT .. 1000 Throckmorton St. Fort Worth,Texas 76102 i. '1 ENO ORIGINAL. I ADDENDLM 2 City of Fort Worth Transportation and Public Works Department PROJECT No. TPW-TS-2006-001 FREEWAY LIGHTING EQUIPMENT MAINTENANCE & SERVICE RELEASE DATE: Tuesday, October 11, 2005 .. BID DATE: Thursday, November 3rd, 2005 The following additions 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 on the bid proposal and on the outside of the sealed envelope. SECTION 9: SPECIAL PROVISIONS Sub-section 12. Traffic Control: will only be allewed during daylight hours(9.00 AM 4-00 PW. Substitute the following wording: The contractor will be responsible to take out a work in right-of-way permit from the Texas Department of Transportation Area Engineer's office. The TxDOT Area Engineer will approve hours that lanes closures will be allowed. SECTION 10: STREET LIGHT CONSTRUCTION SPECIFICATIONS Sub-section 9.0: PERMUTING AND BARRICADING: Strike the wording in 9.1 and substitute the following wording: The contractor will be responsible to take out a work in right-of-way permit from the Texas ' Department of Transportation Area Engineer's office. The TxDOT Area Engineer will approve hours that lanes closures will be allowed. SECTION 18: STANDARD CONTRACT: Subsection 4,paragraph two, shall read "...the sum of$120.00 per working day, not as penalty but as liquidated damages,..." Page 1 of 1 ADDENDUM 1 City of Fort Worth Transportation and Public Works Department PROJECT No. TPW-TS-2006-001 FREEWAY LIGHTING EQUIPMENT MAINTENANCE & SERVICE RELEASE DATE: Tuesday,October 11, 2005 BID DATE: Thursday, November 3rd,2005 The following additions 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 on the bid proposal and on the outside of the sealed envelope. SECTION 6: PROPOSAL PM Bid tab below shall replace the original bid tab sheets found the in the contract book. The below bid tab adds an item for under bridge mounted lighting and clarifies the item for traffic 10 control. Bidder shall substitute the attached bid tab for the one in the proposal book. 1W SECTION NO. 7: AFFIDAVIT AGAINST PROHIBITED ACTS: Strike the section titled VENDOR COMPLIANCE WITH STATE LAW including signature on the bottom of that page. Bidder should sign the top of SECTION 7 as required. SECTION 9: SPECIAL PROVISIONS: Subsection 1, SCOPE OF WORK, (b): shall be changed to 5-years. Strike "365-calendar days." SECTION 11: CERTIFICATE OF INSURANCE: , Bidder shall provide a standard ACCORD Certificate of Liability Insurance form for the following amounts: Commercial General Liability: $1,000,000 each occurrence $2;000,000 aggregate +� Page I of 6 ADDENDUM 1 SECTION 11 Cont.: Automobile Liability: $1,000,000 each accident on a combined single limit,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 when said vehicle is used in the course of the PROJECT. Worker's Compensation Coverage A: Statutory limits Coverage B: Employer's Liability $100,000 each accident $500,000 disease-policy limit $100,000 disease-each employee SECTION 18: STANDARD CONTRACT: Subsection 4,paragraph one, shall read "...within a period of 5-years". Strike "365 calendar days." �.r MR *�* Page 2 of 6 ADDENDUM 1 FREEWAY LIGHTING EQUIPMENT MAINTENANCE & SERVICE BID ITEMS for Freeway Lighting routine maintenance rate: Bid ITEM DESCRIPTION Estimated Per Annual Item Number Month Bid Rate Maintenance for 22,000 Lumen 20OW I High Pressure Sodium Cobra Head 2965 $ Sr $ Type (including lamp, fuse and fixture) Maintenance for 50,000 Lumen 40OW 2 High Pressure Sodium, High Mast Type 1244 (including lamp, fuse and fixture) Maintenance for 130,000 Lumen 3 1000W High Pressure Sodium, High 124 $ 7 Mast Type (including lamp, fuse and fixture) Maintenance for 15,000 Lumen 100W 4 High Pressure Sodium, under bridge 200 $�6 $ mounted box fixture (including lamp, fuse and housing) Emergency 24-7 call response to clear 5 lighting debris from freeway or frontage $ �� $ roads and cap exposed wires. 20 BID ITEMS: APPROX. LINE ANNUAL DESCRIPTION OF ITEMS UNIT TOTAL ITEM QTY UNIT COST COST 6 500 LF Furnish and Install 1-1/4 inch Schedule 40 PVC Conduit (Open Cut 7 500 LF Furnish and Install 1-1/4 inch Schedule 40 PVC conduit bored 8 1,000 LF Furnish and Install 2 inch _ Schedule 40 PVC Conduit (Open Cut 9 1,000 LF Furnish and Install 2 inch $ $ Schedule 40 PVC conduit bored Page 3 of 6 ADDENDUM 1 10 500 LF Furnish and Install 3 inch Schedule 40 PVC Conduit (Open s ,7 Cut 11 500 LF Furnish and Install 3 inch j Schedule 40 PVC conduit bored 12 6 EA Furnish and Install Concrete Pole $ 6 da $ Foundations Type 3 or Type 4 13 100 EA Furnish and Install Ground Box— $_0_10 0_a $ Small with Lid 14 8,000 LF Furnish and Install Electrical Cable AWG 2 with White Jacket 15 8,000 LF Furnish and Install Electrical Cable $� $ WG 2 with Black Jacket 16 8,000 LF IFurnish and Install Electrical Cable $ $ AWG 2 with Green Jacket 17 8,000 LF Furnish and Install Electrical Cable WG 2 No Jacket Bare 18 5,000 LF Furnish and Install Electrical Cable $ AWG 4 with White Jacket 19 5,000 LF Furnish and Install Electrical Cable $ -7 $ WG 4 with Black Jacket 20 5,000 LF Furnish and Install Electrical Cable $ , -7 $ AWG 4 with Green Jacket 21 5,000 LF Furnish and Install Electrical Cable s $ AWG 4 No Jacket Bare 22 4 EA Furnish and Install Photo-cell Contact Closure Circuit Control 23 500 LF Furnish and Install 2" Rigid Conduit 24 15 EA Reinstall Light Pole Standard and Arm with break-away base $ C,_*All $ (including base, fixture, electric cable in pole and fuse 25 5 EA Reinstall Light Pole Standard and Arm on top of wall (including fixture, electric cable in pole and $ ' $ use 26 5 EA Install new Light Pole Standard and Arm with break-away base $ �� $ (including base, fixture, electric cable in pole and fuse 27 5 EA Furnish and Install Cobra Head $ $ Fixture 200W HPS 28 2 EA Furnish and Install Cobra Head $ a $ Fixture 400W HPS Page 4 of 6 MR ADDENDUM 1 29 2 EA Furnish and Install High Mast $ t�/ , Fixture 1000W HPS 30 200 LF Furnish and Install Overhead #6 Triplex Electrical Wire $ 31 50 EA Paint Steel Pole and Arm 32 25 EA Furnish, Install and Maintain Roadway Traffic Control per mile $ /Z10. of lane closure 33 25 EA Furnish Right-of-Way Work $ $ Permits 34 5 EA Removal and salvage of existing street light structures and cabling 4W F� TOTAL BID vim/ _ V'4 jj' 3 Base Hourly Rate for the following items for unforeseen work: Item DESCRIPTION of Cost Elements for items not covered Hourly Rate above A Lineman O B Operator 4o C Truck Driver -'�' D Helper �a E 1 Ton Truck E- F 1 Ton Van(Equipped for underground cable repair) - � G 2 Ton Truck o2 H Bucket Truck (40 ft. or greater) I Boom Truck J Hole Digger K Backhoe L Trencher M Air Compressor N Chain Saw O Compactor Page 5 of 6 ADDENDUM 1 P Generator Q Barricades or Cones - Per Day R Emergency Call Out (Minimum 2 Hours) MARK—UP RATE % per Task p Completed Percentage mark-up for materials and labor for items not specifically covered herein The undersigned bidder agrees to begin work within ten (10) calendar days after date of written notice to do so, provided, however, that the notice to begin shall not be given until the Contract, Performance Bond, Payment Bond, and Maintenance bond have been executed, nor until the Owner's construction funds are available. Enclosed with the Proposal is a Bidder's Bond or Cashier's Check for five percent (5%) of the total bid amount, which it is agreed shall be collected and retained by the Owner as liquidated damages if the Owner accepts this bid within ninety (90) days after the opening of bids, and the undersigned bidder then fails to execute the contract and bonds with the said OWNER within ten (10) days after official notice of such acceptance; otherwise, said Bidder's Bond or Cashier's Check shall be returned to the undersigned on demand. The undersigned acknowledges receipt of the following addenda: Addendum No. 1: BIDDER: By: (Company) (Please Print) Signature: -�° Title: nesi do S" -ThomQ522� -Ttif 4123 dol INIV It ,M 41631 Address City State Zip -^ Page 6 of 6 CONTRACT DOCUMENTS FOR FREEWAY LIGHTING EQUIPMENT MAINTENANCE & SERVICE PROJECT NO. TPW-TS-2006-0001 CITY OF FORT WORTH TRANSPORTATION AND PUBLIC WORKS DEPARTMENT 1000 Throckmorton St. Fort Worth, Texas 76102 PROPOSAL SUBMITTED BY: Farr_ (Print Name of Company) ADDRESS: �D o om p3m Twat * 1 D3 u.� Col leyyi 11 Q . M TELEPHONE NO. 0 �1 Z21- ,qt)D SPECIFICATIONS AND CONTRACT DOCUMENTS FOR FREEWAY LIGHTING EQUIPMENT MAINTENANCE & SERVICE PROJECT NO. TPW-TS-2006-0001 IN THE CITY OF FORT WORTH, TEXAS October, 2005 Mike Moncrief Charles R. Boswell Mayor City Manager Robert D. Goode, P.E. Director of Transportation and Public Works Department 1�`4 - 'z'Re 0 Mark Mathis P.E. r J.MARK MAT E Project Manager �A. 9 86 N F l� TRANSPORTATION AND PUBLIC WORKS DEPARTMIEN. w TABLE OF CONTENTS SECTION NO. DESCRIPTION 1. Notice to Bidders 2. Special Instructions to Bidders 3. Contractor Status Information 4. Prevailing Wage Rates 5. Affidavit of Compliance with Prevailing Wage Rates 6. Proposal 7. Affidavit Against Prohibited Acts 8. Minority and Women Business Enterprise Requirements 9. Special Provisions 10. Street Light Construction Specifications 11. Certificate of Insurance 12. Contractor Compliance with Worker's Compensation Law 13. Experience Record 14. Equipment Schedule 15. Maintenance Bond 16. Performance Bond - 17. Payment Bond 18. Contract 19. Appendix A: Roadway Luminaire Standard Construction Detail Sheets SECTION NO. 1 NOTICE TO BIDDERS Sealed proposals for the following: FOR: FREEWAY LIGHTING EQUIPMENT MAINTENANCE & SERVICE PROJECT No. TPW-TS-2006-0001 The project consists of the routine maintenance of freeway lighting systems, both pole standards and high mast poles, responding to pole knock-downs and emergency calls, installing, replacing or removing freeway lighting systems within the City of Fort Worth. The successful bidder will be responsible for maintaining the freeway lights at a 95% service level for a monthly fee per fixture. Bids items will be the basis to cover other activities to keep the lighting system operating and to complete requested changes to the system. +.r Bid responses addressed to Mr. Charles Boswell, City Manager of the City of Fort Worth, Texas will be received at the Purchasing Office until 1:30 PM, Thursday, November 3rd, 2005 and then publicly opened and read aloud at 2:00 PM in the Council Chambers. Plans, Specifications and Contract �. Documents for this project may be obtained beginning Tuesday, October 11, 2005 from the Transportation and Public Works Department's Traffic Services Division, Bldg. `"I", 3409 Harley Ave., Fort Worth, Texas. One set of documents will be provided to prospective bidders for a non-refundable .. fee of$15.00. These documents contain additional information for prospective bidders. A non-mandatory Pre-Bid Conference will be held at 10:00AM, on Wednesday October 20, 2005 in Traffic Services Conference Room in Building "T", 3409 Harley Ave., Fort Worth, Texas. All bidders are encouraged to attend. Bid security is required in accordance with the Special Instruction to Bidders. The City reserves the right to reject any and/or all bids and waive any and/or all irregularities. No bid may be withdrawn until the expiration of forty-nine (49)days from the date the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation")as appropriate is received by the City. The award of contract, if made, will be within forty-nine (49) days after this documentation is received, but in no case will the award be made until the responsibility of the bidder to whom it is proposed to award the contract has been verified. 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 nonresponsive. Information regarding the status of Addenda may be obtained by contacting the Transportation and Public Works Department at (817)871-7738. In accord with City of Fort Worth Ordinance No. 11923, as amended by Ordinance 13471, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contract. A copy of the Ordinance can be obtained from the Office of the City Secretary. The bidder shall submit the MBE/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The documentation must be received no later than 5:00 PM, five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the .� City. Failure to comply shall render the bid nonresponsive. Advertising Dates: October 13,2005 and October 27, 2005 so SECTION NO. 2 INSTRUCTIONS TO BIDDERS 2-1 BID SUBMITTAL Bidders shall quote prices for all of the units of work and materials as _ described in SECTION NO. 6: PROPOSAL of these contract documents which hereinafter will be referred to as the REQUEST FOR QUOTATION. Award of the contract shall be made based on the lowest sum total of all bid items by the most responsive and responsible bidder. 2-2 PROPOSAL FORM Bidders shall use the proposal forms included in these documents. Proposal forms shall be left attached to the documents in the same manner as received by the bidders. Supplemental data to be furnished shall be included in the same sealed envelope with the proposal,unless otherwise noted. 2-3 DELIVERY OF PROPOSAL It shall be the bidder's responsibility to deliver his proposal .. to the proper place prior to the time stated in the ADVERTISEMENT FOR BIDS. The mere fact that a proposal was dispatched will not be considered. Each proposal shall be delivered in a sealed envelope plainly marked with the name or description of the project as shown on the front cover of these contract documents. 2-4 BID SECURITY Each bid must be accompanied by a certified or cashier's check or an approved bidder's bond made payable to the City of Fort Worth in an amount of not less than five percent (5%) of the largest possible total of the bid as a guarantee that, if awarded the contract, the bidder shall enter into a contract and execute all necessary bonds. 2-5 PERFORMANCE, PAYMENT, AND MAINTENANCE BONDS Performance and payment bonds, each in the amount of not less than one hundred percent (100%) of the contract price, conditioned upon the faithful performance of the contract, and upon payment of all persons supplying labor or furnishing materials, and a maintenance bond in the amount of one hundred percent (100%) of the contract price, to cover defects of material and workmanship for the calendar year following the City's approval and acceptance of all construction will be required ,. using the forms which are a part of these contract documents. These required bonds may be issued for a one year period, renewable annually for term of the contract. Bonds shall be executed by a surety company acceptable to and approved by the City and authorized to do business in the State of Texas. The period of the maintenance bond shall extend ninety(90) days beyond the date of final acceptance of all work done under this contract. 2-6 BIDDER'S KNOWLEDGE OF CONDITIONS Prior to submission of a proposal, bidders shall become informed from bidder's investigation, as to the location and nature of the work, the kind of facilities required before and during the construction period, labor conditions, and all other matters which may affect the cost and time of completion of the work. 2-7 INTERPRETATION OF DOCUMENTS If any person contemplating submitting a bid is in doubt as to the meaning of any part of the proposed contract documents, he may submit to Mr. Mark Mathis, P.E., Traffic Services Manager, hereinafter referred to as the Engineer, a written request for an interpretation thereof provided that it is received by the Engineer at least seventy- two (72) hours prior to the time of the opening of the bids. The person submitting the request .. shall be responsible for its prompt delivery. Any interpretation of these documents will be made only by addendum duly issued and a copy of such addendum will be mailed or delivered to each person receiving a set of such documents. The City will not be responsible for any other explanations or interpretations. 2-8 GOVERNING DOCUMENTS All work on this project shall conform to the requirements set forth in the City of Fort Worth's Street Light Construction Specifications; Street and Storm Drain Construction; and, Standard Specifications for Public Works Construction (hereinafter am ,. referred to as the "Standard Specifications), latest edition, as issued by the North Central Texas Council of Governments, and SECTION NO. 9: SPECIAL PROVISIONS. Requirements specified in any of the contract documents are as binding as if called for by-all. The contract .. documents including the construction plans are intended to be complementary. In the event of conflict between the plans and specifications, and/or between the specifications and the special provisions, and/or between the plans and special provisions, the governing documents shall be •. determined as stated in Section 1.3 of Street Light Construction Specifications. 2-9 AWARD OF CONTRACT It is the intent of the City of Fort Worth that this project be completed as quickly and economically as is feasible. A tabulation of the bids received will be prepared for consideration by the Mayor and City Council. After a successful bidder has been selected by the Mayor and City Council, a sufficient number of contract documents will be made available to the Contractor for execution and return to the City. It is anticipated that the BEGIN WORK date will occur within one(1) month after the date of the bid opening. 2-10 PROTECTION OF THE PUBLIC For the protection and convenience of the public and �• emergencies, the successful bidder shall furnish the City with a phone number at which the Contractor can be contacted twenty four(24) hours a day during the entire period of this project. This telephone number shall be furnished to the City in writing prior to the beginning of the .. contract. 2-11 AFFIDAVIT AGAINST PROHIBITED ACTS It shall be the successful bidder's _ responsibility to complete this affidavit (located in SECTION 7: AFFIDAVIT AGAINST PROHIBITED ACTS)prior to the execution of the contract by the City. Failure to complete this form may prohibit the Contractor's ability to secure the contract. +r 2-12 PREVAILING WAGE RATES it shall be the successful bidder's responsibility to complete the affidavit located in SECTION NO. 4: PREVAILING WAGE RATES prior to the execution of the contract by the City of Fort Worth. A. 2-13 WARRANTY SERVICE CLAUSE Under the terms of the warranties which arise from these contract documents and/or by the terms of any applicable special warranties required by the .k contract documents, if any of the work in accordance with this contract is found not to be in accordance with the requirements of the contract documents, the Contractor shall correct such work promptly after receipt of written notice from the City of Fort Worth or the architect, engineer, or other entity as the contract documents may provide. This obligation shall survive acceptance of the work under the contract and termination of the contract. In order to facilitate a prompt response, Contractor agrees to provide for warranty service to the extent practical, from local businesses, including goods and services, when such goods and services are comparable to availability, quality, and price. If Contractor fails within a reasonable time after written notice to correct defective work or to remove and replace rejected work, or if Contractor fails to perform .. the work in accordance with the contract documents, or if Contractor fails to comply with any provision in the contract documents either the City of Fort Worth or its designee may, after seven (7) days written notice to Contractor, correct and remedy any such deficiency at the expense of .. the Contractor. 2-14 CONTRACTOR STATUS INFORMATION The bidder shall complete the Contractor _ Status Information form shown on the following pages and shall submit it with his bid. 2-15 COMPLETION OF COVER SHEET The bidder shall print the company's name, address, and telephone number on the cover sheet of the contract documents booklet in the •k spaces provided. .. .. 2-16 BIDDER'S QUALIFICATIONS Contractor must have demonstrated capability and experience to maintain a freeway lighting system the size of the City. A minimum of three years prior maintenance and/or construction experience is required. Documentation defining experience, TXU certification, references, telephone numbers, etc. must be submitted with the bid documents. Failure to provide this information shall be cause to disqualify the bid. 2-17 PROCUREMENT OF GOODS AND SERVICES FROM FORT WORTH BUSINESSES AND/OR HISTORICALLY UNDERUTILIZED BUSINESSES In performing this contract, Contractor agrees to use diligent efforts to purchase all goods and .. services from Fort Worth businesses whenever such goods and services are comparable in availability, quality, and price. As a matter of policy with respect to City of Fort Worth projects and procurements, City of Fort lift Worth also encourages the use, if applicable, of qualified contractors, subcontractors and suppliers where at least fifty-one percent (51%) of the ownership of such contractor, subcontractor or supplier is vested in racial or ethnic minorities or women. In the selection of .. subcontractors, suppliers or other persons in organizations proposed for work on this contract, the Contractor agrees to consider this policy and to use its reasonable and best efforts to select _ and employ such company and persons for work on this contract. 2-18 EQUAL EMPLOYMENT OPPORTUNITY Contractor shall not discriminate against any employee or applicant for employment because of race, age, color, religion, sex, ancestry, aft national origin, disability, or place of birth. Contractor shall take action to ensure that applicants are employed and treated without regard to their race, age, color, religion, sex, ancestry, national origin,disability, or place of birth. This action shall include, but not be limited to, the following: .o employment, upgrading, demotion or transfer, recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection of training, including apprenticeship. .. 2-19 CONTRACT TERM AND RENEWAL OPTIONS The term of the contract shall be for a period of five (5) years beginning December 1, 2005, or upon approval of the City Council. am The city and Contractor may, upon mutual consent, extend the contract for one additional three year period upon written request of the Contractor presented not later than six months prior to the expiration date of the contract. The rates may be adjusted annually based on %z of the previous oft calendar year's Consumer Price Index (CPI) for the south urban region as published by the US Bureau of Labor Statistics. If agreement cannot be reached, the contract is terminated at the end of the current contract period. Should the City Council not fund the streetlight maintenance / .ft construction program in future fiscal years, the City will be under no obligation to continue the monthly maintenance/construction and the contract and or contract extension will become null and void. aft 2-20 ATTENDANCE PRE-BID CONFERENCE It is ENCOURAGED that all Contractors wishing to submit bids for the TPW-TS-2006-0001 Freeway Lighting Equipment Maintenance/ Service contract attend the Pre-Bid Conference to be held at 10:00 A.M. on October 26, 2005 in OR the conference room at Traffic Services Division, Building"T", 3409 Harley Av. 2-21 CONTRACTOR'S FINANCIAL REPORTS Each bidder is required to provide proof of financial stability documented in the form of a Compilation or Review of Financial Statements prepared by an independent Certified Public Accounting firm. DOCUMENTATION IS TO BE SUBMITTED WITH THE BID. SECTION 3 CONTRACTOR STATUS INFORMATION INSTRUCTIONS: Please fill in the appropriate section below, completing all blanks within the section. This information is necessary to insure that the contract and bonds are in the correct forms. SECTION A: If the contractor is sole proprietor, fill in this section only. �- Name: W 1A First I Middle Last Name under which you are engaged in business (If operating under an assumed-name): Residence: Street City County St Zip Business: Street City County St Zip �- Principal Place of Business: Al A County State Contact Person: Name Phone SECTION B: If the contractor is a partnership, fill in this section only: Name of Partner: MIA First Middle Last Residence: KI Street City County St Zip Name of Partner: r, First Middle Last Residence: Street jity County St Zip Name under which contractor conducts business (if operating under an assumed name): N JA rr Business: Street City County St _Zip r Principal Place of Business: County State Contact Person: Name Phone SECTION C: If the contractor is a corporation, fill in this section only: Registered Name of Corporation: QeD1�b�,C 10lt4f i C Doing Business As: a AlI Date Charter Expires: C.ha4a Cos n*.�QXDI rQ, State of Corporation: C � Date of Corporation Filing: NtMb.f ' (If non-Texas corporation,date of [L� Certificate of Authority Issuance) Registered Agent: First Middle Last . . Residence: Al Street City County St - Zip Location of Corporation Principal Office: Street CityCounty St Zip Person executing contract on behalf of corporation: (Please Print): Registered Agent: Wadi, L. J h i4c First Middle Last Title: Ul1L,J� 4 Address: �j�t)I hrAom -4rc ��3� WIMVI11t Tarcao TX -UD34 r Street City County St Zip Telephone Number: o SECTION NO. 4 PREVAILING WAGE RATES FOR MUNICIPAL CONSTRUCTION IN FORT WORTH,TEXAS The rates below have been determined by the City of Fort Worth, Texas, in accordance with the statutory requirements and prevailing local wages for 2000. The Contractor shall comply with all State and Federal laws applicable to such work. The following are minimum rates. Bidders shall base their bids on rates they expect to pay, if in excess of those listed. The Owner will not consider claims for extra payment to Contractor on account of payment of wages higher than those specific wages listed in this bid proposal below. It shall be the successful bidder's responsibility to complete the following affidavit prior to the execution of the Contract by the City of Fort Worth. Failure to complete this form may prohibit the Contractor's ability to secure the Contract. CLASSIFICATION RATE CLASSIFICATION RATE rr AIR TOOL OPERATOR $9.00 FRONT END LOADER(2'/a cy&LESS) $9.94 FRONT END LOADER(>2''A cy) MILLING AMCHINE OPERATOR $9.32 $8.00 ASPHALT RAKER $10.32 MIXER(OVER 16 CF) $11.00 ASPHALT SHOVELER $9.75 MOTOR GRADER OPERATOR(FINE $12.31 GRADE) BATCHING PLANT WEIGHER $9.65 MOTOR GRADE OPERATOR $13.75 CARPENTER $13.64 PAVEMENT MARKING MACHINE $11.00 CONCRETE FINISHER(PAVING) $10.16 ROLLER,STEEL WHEEL $9.88 CONCRETE FINISHER HELPER(PAVING) $9.70 (PLANT-MIX PAVEMENTS) ' CONCRETE FINISHER(STRUCTURES) $13.44 ROLLER,STEEL WHEEL(OTHER $12.12 (FLATWHEEL OR TAMPING) CONCRETE RUBBER $8.84 ROLLER,PNEUMATIC SELF-PROPELLED $8.02 SCRAPER daft ELECTRICIAN $15.37 SCRAPER $9.63 FLAGGER $7.00 TRACTOR-CRAWLER TYPE $10.58 FORM BUILDER(STRUCTURES) $13.44 TRACTOR-PNEUMATIC $9.15 FORM LINER(PAVING&CURB) $10.23 TRAVELING MIXER $10.00 POW FORM SETTER(PAVING&CURB) $9.24 WAGON-DRILL,BORING MACHINE $12.00 FORM SETTER(STRUCTURES) $9.73 REINFORCING STEEL SETTER $9.75 (PAVING) LABORER,COMMON $7.64 REINFORCING STEEL SETTER $13.31 am (STRUCTURAL) LABORER,UTILITY $8.64 STEEL WORKER-STRUCTURAL $14.80 MECHANIC $13.25 SPREADER BOX OPERATOR $10.00 OILER $10.17 WORK ZONE BARRICADE $7.32 SERVICER $10.13 TRUCK DRIVER-SINGLE AXLE (LIGHT) $8.00 r+r PAINTER(STRUCTURES) $11.00 TRUCK DRIVER-SINGLE AXLE (HEAVY) $9.02 PIPELAYER $7.35 TRUCK DRIVER-TANDEM AXLE $10.22 PIPELAYER HELPER $6.75 (SEMI-TRAILER) BLASTER $11.50 TRUCK DRIVER-LOWBOY/FLOAT $10.54 ASPHALT DISTRIBUTOR OPERATOR $11.45 TRUCK DRIVER-TRANSIT MIX $10.63 ASPHALT PAVING MACHINE $11.09 TRUCK DRIVER-WINCH $9.80 BROOM OR SWEEPER OPERATOR $8.72 VIBRATOR OPERATOR(HAND TYPE) $7.32 BULLDOZER $10.74 WELDER $11.57 CONCRETE CURING MACHINE $9.25 CONCRETE FINISHING MACHINE $11.13 CONCRETE PAVING JOINT MACHINE $10.42 CONCRETE PAVING JOINT SEALER $9.00 CONCRETE PAVING SAW $10.53 r CONCRETE PAVING SPREADER $10.50 SLIPFORM MACHINE OPERATOR $9.92 CRANE,CLAMSHELL,BACKHOE,DERRICK, $10.00 DRAGLINE,SHOVEL(<1 %cy) man CRANE,CLAMSHELL,BACKHOE,DERRICK, DRAGLINE,SHOVEL(>1'/a cy) $11.52 FOUNDATION DRILL OPERATOR $10.00 (CRAWLER MOUNTED) pow FOUNDATION DRILL OPERATOR $11.83 (TRUCK MOUNTED) .� THE STATE OF TEXAS § COUNTY OF TARRANT § Affidavit BEFORE ME the undersigned authority,on this day personally appeared Q L. WhIR known to be the person whose name is subscribed to this affidavit, and being by me first duly sworn, upon oath stated as follows: "My name is W f so nd mind and capable of making this affidavit""I am a All! For the �leC�f l C , which company entered into contract r. On the—L day of Amm biX , 20.65, to construct or provide the service of FREEWAY LIGHTING EQUIPMENT MAINTENANCE & SERVICE PROJECT NO. TPW-TS-2006-0001 in the City of Fort Worth,Texas, and I am duly authorized on behalf of said company to hereby swear and affirm that all wages for labor on the above-referenced project are in strict compliance with the established prevailing wage rates as described in the contract documents for the referenced project, and all wages have been and/or will be paid and satisfied as the prevailing rates may change from time to time. Upon request by the City of Fort Worth, I shall allow a complete examination of the financial records relative to this project, including,but not limited to canceled checks, invoices and statements at any time, and allow the City of Fort Worth to interview any and/or all employees of said Company's subcontractor or subcontractors. Also, I hereby agree on behalf of the above said company, to be accountable for any and all penalties .•. and/or fine provisions in accordance with the contract documents and relevant law." AFFIANT SUBSCRIBED AND SWORN TO BEFORE ME, this day of N�, 20Z to certify which witness my hand and seal of office. Notary Public Signature: 'A Notary's Printed Name: M. My Commission Expires: y 13DZf� SECTION 6 PROPOSAL TO: Charles Boswell City Manager Fort Worth,Texas FOR: FREEWAY LIGHTING EQUIPMENT MAINTENANCE & SERVICE PROJECT No. TPW-TS-2006-0001 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 complete all the work as provided in the plans and specifications, and subject to the inspection and approval of the Director of the Department of Transportation and Public Works of the City of Fort Worth or designee. Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract and furnish Performance and Payment Bonds approved by the City of Fort Worth for performing and completing said work within the time stated and for the following sums,to-wit: Project This project shall consist of routine and on-going maintenance of the lighting along the freeways and freeway frontage roads under the maintenance jurisdiction of the City of Fort Worth by agreement with the Texas Department of Transportation. The work shall consist of maintaining the freeway lumination to a 95% operating service level for both lighting standards and high- mast towers. Contractor will be paid on a monthly basis for each fixture. The Contractor will not be paid additional for the replacement of lamps, ballasts, starters, photo-eyes, fuses and wiring within the pole structure. The Contractor will be expected to respond to emergency calls to clear lighting debris from the one freeway or frontage roadway on a 24-hour, 7-days a week basis. Emergency calls will be paid for as a separate bid item below. Any items not covered under"routine maintenance"will be paid for based on the bid prices. This additional work may include, but will not be limited to, pole knock-downs, cable shorts, conduit damage, pole removals, and minor construction improvements. Items required to complete the task other than routine maintenance and not covered by specific bid items shall be paid for based on actual cost of materials plus an agreed upon mark-up rate and agreed upon base hourly labor and equipment rates. Invoices shall show the actual cost of materials and mark-up rate ... separately. Purchasing invoices documenting actual cost of materials must be provided upon request. Some materials, such as pole standards and mast arms, will be supplied by the City according to the bid item description. Bid Award Bid award shall be based on lowest over-all bid of most responsive and responsible experienced contractor. FREEWAY LIGHTING EQUIPMENT MAINTENANCE & SERVICE R) -?LE�sle say m )�aoba - # i BID ITEMS FOR FREEWAY LIGHTING ROUTINE MAINTENANCE RATE: APPROX. LINE ANNUAL DESCRIPTION OF ITEMS RATE PER TOTAL ANNUAL ITEM QTY UNIT _ MONTH COST Maintenance for 22,000 Lumen 20OW High Pressure Sodium Cobra Head 1 2965 Ea Type(including lamp, fuse and fixture) $ d$ Maintenance for 50,000 Lumen 40OW 2 1244 Ea High Pressure Sodium,High Mast Type(including lamp, fuse and fixture) $ $ Maintenance for 130,000 Lumen 1000W High Pressure Sodium,High 3 124 Ea Mast Type(including lamp, fuse and fixture) $ $ Emergency 24-7 call response to clear 4 20 Ea lighting debris from freeway or frontage roads and cap exposed wires. $ $ BID ITEMS NOT CONSIDERED ROUTINE MAINTENANCE: APPROX. LINEANNUAL DESCRIPTION OF ITEMS UNIT TOTAL ITEM QTY UNIT COST COST 5 500 LF Furnish and Install 1-1/4 inch Schedule 40 PVC Conduit(Open Cut)$ $ 6 500 LF Furnish and Install 1-1/4 inch Schedule 40 PVC conduit bored $ $ 7 1,000 LF Furnish and Install 2 inch Schedule 40 PVC Conduit(Open Cut) $ $ 8 1,000 LF Furnish and Install 2 inch Schedule 40 PVC conduit bored $ $ 9 500 LF Furnish and Install 3 inch Schedule 40 PVC Conduit(Open Cut) $ $ 10 500 LF Furnish and Install 3 inch Schedule 40 PVC conduit bored $ $ 11 6 EA Furnish and Install Concrete Pole Foundations Type 3 or Type 4 $ $ 0 P LE-NsF SLY MtMUX;* I APPROX. LINE ANNUAL DESCRIPTION OF ITEMS UNIT TOTAL ITEM QTY UNIT COST COST _ 12 100 EA Furnish and Install Ground Box— Small with Lid $ $ 13 8,000 LF Furnish and Install Electrical Cable AWG 2 with White Jacket $ $ �- 14 8,000 LF Furnish and Install Electrical Cable f AWG 2 with Black Jacket 1$ $ -- 15 8,000 LF Furnish and Install Electrical Cable AWG 2 with Green Jacket $ $ 16 8,000 LF Furnish and Install Electrical Cable AWG 2 No Jacket(Bare) $ $ -� 17 5,000 LF Furnish and Install Electrical Cable AWG 4 with White Jacket $ $ 18 5,000 LF Furnish and Install Electrical Cable AWG 4 with Black Jacket $ $ 19 5,000 LF Furnish and Install Electrical Cable AWG 4 with Green Jacket $ $ -� 20 5,000 LF Furnish and Install Electrical Cable AWG 4 No Jacket(Bare) $ $ 21 4 EA Furnish and Install Photo-cell Contact Closure Circuit Control $ $ " 22 500 LF Furnish and Install 2"Rigid Conduit 23 15 EA Reinstall Light Pole Standard and Arm with break-away base (including base, fixture, electric cable $ $ in pole and fuse) 24 5 EA Reinstall Light Pole Standard and Arm on top of wall(including fixture, $ $ electric cable in pole and fuse) 25 5 EA Install new Light Pole Standard and Arm with break-away base (including base, fixture, electric cable in pole and$ $ fuse) 26 5 EA Furnish and Install Cobra Head Fixture 20OW HPS $ $ 27 2 EA Furnish and Install Cobra Head $ $ Fixture 40OW HPS SEE Atmv�7 F28 APPROX. ANNUAL DESCRIPTION OF ITEMS UNIT TOTAL TY UNIT COST COST 2 EA Furnish and Install High Mast Fixture 1000W HPS $ $ 29 200 LF Furnish and Install Overhead#6 Triplex(Electrical Wire) $ $ 30 50 EA Paint Steel Pole and Arm 31 25 EA Furnish, Install and Maintain Roadway Traffic Control $ $ 32 25 EA Furnish Right-of-Way Work Permits 33 5 EA Removal and salvage of existing street light structures and cabling $ $ TOTAL BIDIS BASE HOURLY RATE FOR THE FOLLOWING ITEMS FOR UNFORESEEN WORK PERFORMED AND NOT SPECIFIED AS A LINE ITEM: ITEM DESCRIPTION OF COST ELEMENTS FOR ITEMS NOT HOURLY *� COVERED ABOVE RATE A Lineman B Operator C Truck Driver D Helper E I Ton Truck F I Ton Van(Equipped for underground cable repair) G 2 Ton Truck H Bucket Truck(40 ft. or greater) I Boom Truck ®" J Hole Digger K Backhoe L Trencher ____ O-X V LME SEE AMEQ NOk A- � ITEM DESCRIPTION OF COST ELEMENTS FOR ITEMS NOT HOURLY COVERED ABOVE RATE M Air Compressor N Chain Saw O Compactor P Generator Q Barricades or Cones - Per Day R Emergency Call Out (Minimum 2 Hours) MATERIAL MARK—UP RATE % MARK- UPRATE Percentage mark-up for materials for unforeseen work performed¬ specified as a line item here within The undersigned bidder agrees to begin work within ten (10) calendar days after date of written notice to do so, provided, however, that the notice to begin shall not be given until the Contract, Performance Bond, Payment Bond, and Maintenance Bond have been executed, nor until the Owner's construction funds are available. Enclosed with the Proposal is a Bidder's Bond or Cashier's Check for five percent (5%) of the total bid amount, which it is agreed shall be collected and retained by the Owner as liquidated damages if the Owner accepts this bid within ninety (90) days after the opening of bids, and the undersigned bidder then fails to execute the contract and bonds with the said OWNER within ten (10) days after official notice of such acceptance; otherwise, said Bidder's Bond or Cashier's Check shall be returned to the undersigned on demand. The undersigned acknowledges receipt of the following addenda: Addendum No. 1: Addendum No. 2: BIDDER: QW11 10lic. ,, IC. By: Vk d hire— (Comp (Please Print) Signature: , rrac 2 Title: �(QSi �,�}t- ��h c�vn,o�cn� -Tt 103 rzi l euyi l 1i. ` 1 7(i0 q Address City State Zip SECTION NO. 7 AFFIDAVIT AGAINST PROHIBITED ACTS I hereby affirm that I am aware of the provisions of Texas Penal Code Sec. 36.02, 36.08, 36.09, and 36.10, dealing with Bribery and Gifts to Public Servants. I further affirm that I will adhere to such rule and instruct and require all agents, employees, and sub-contractors to do the same. I am .. further aware that any violation of these rules subjects this agreement to revocation, my removal from bid lists, prohibiting futur;con7tract/subco ntra work,revocation of permits, and prosecution. Signature: ATTEST(ifcorporation): Date: )K TITLE 8: OFFENSES AGAINST PUBLIC ADMINISTRATION TEXAS PENAL CODE 36.02 Bribery (a) A person commits an offense if he intentionally or knowingly offers, confers, or agrees to confer on another or solicits, accepts or agrees to accept from another (1) any benefit as consideration for the recipient's decision, opinion, recommendation, vote,or other exercise of discretion as a public servant,party official, or voter (2) any benefit as consideration for the recipient's decision, vote recommendation,or other exercise of official discretion in a judicial or administrative proceeding or (3)any benefit as consideration for a violation of a duty imposed by law on a public servant or party official; or (4) any benefit that is a political contribution, as defined by Title 15,Election Code, if the benefit was offered, conferred, solicited, accepted or agreed to,pursuant to an express agreement, to take or withhold a specific exercise of official discretion if such exercise of official discretion would not have been taken or withheld but for the benefit not withstanding any rule of evidence or jury instruction allowing factual inferences in the absence of certain direct evidence of the express agreement shall be required in any prosecution under this subdivision. (b) It is no defense to prosecution under this section that a person whom the actor sought to influence was not qualified to act in the desired way whether because he had not yet assumed office or he lacked jurisdiction or for any other reason. (c) It is no defense to prosecution under this section that the benefit is not solicited or accepted until after (1) the decision,opinion,recommendation, vote, or other exercise of discretion has occurred; (2) the public servant ceases to be a public servant. (d) It is an exception to the application of Subdivisions (1), (2) and(3)of Subsection(a)of this section that the benefit is a political contribution accepted as defined by Title 15, Election Code. (e) An offense under this section is a felony of the second degree. 36.08 Gift to Public Servant by Person Subject to His Jurisdiction (a) A public servant in an agency performing regulatory functions or conducting inspections or ,�„ investigations commits an offense if he solicits, accepts or agrees to accept any benefit from a person the public servant knows to be subject to regulation, inspection, or investigation by the public servant or his agency. (b)A public servant in an agency having custody of prisoners commits an offense if he solicits, accepts, or agrees to accept any benefit from a person the public servant knows to be in his custody or the custody of his agency. (c)A public servant in an agency carrying on civil or criminal litigation on behalf of government commits an offense if he solicits, accepts,or agrees to accept any benefit from a person whom the public servant knows litigation is pending or contemplated by the public servant or his agency (d)A public servant who exercises discretion in connection with contracts, purchases, payments, claims, or other pecuniary transactions of government commits an offense if he solicits, accepts, ' or agrees to accept any benefit from a person the public servant knows is interested in or likely to become interested in any contract, purchase,payment,claim, or transaction involving the exercise of his discretion. (e)A public servant who has judicial or administrative authority who is employed by or in a tribunal having judicial or administrative authority or who participates in the enforcement of the tribunal's decisions,commits an offense if he solicits, accepts, or agrees to accept any benefit from a person the public servant knows is interested in or likely to become interested in any matter before the public servant or tribunal. (f)A member of the legislature, the governor,the lieutenant governor or a person employed by a member of the legislature, the governor, lieutenant governor or an agency of the legislature commits an offense if he solicits, accepts or agrees to accept any benefit from any person. (g)A public servant who is a hearing examiner employed by an agency performing regulatory functions and who conducts hearings in contested cases commits an offense if the public servant solicits, accepts or agrees to accept any benefit from any person who is appearing before the agency in a contested case, who is doing business with the agency, or who the public servant knows is interested in any matter before the public servant. The exception provided by Section 36.10(b)of this code does not apply to a benefit under this subsection. (h) An offense under this section is a Class A misdemeanor. 36.09 Offering Gift to Public Servant (a)A person commits an offense if he offers, confers,or agrees to confer any benefit on a public servant that he knows the public servant is prohibited by law from accepting. (b)An offense under his section is a Class A misdemeanor. 36.10 Non-Applicable (a) Sections 36.08 (Gift to Public Servant)and 36.09(Offering Gift to Public Servant) of this code do not apply to: (1) a fee prescribed by law to be received by a public servant or any other benefit to which the public servant is lawfully entitled or for which he gives legitimate consideration in a capacity other than a public servant; (2) a gift or other benefit conferred on account of kinship or a personal,profession, or business relationship independent of the official status of the recipient; (3) a benefit to a public servant required to file a statement under Chapter 421, Acts of the 63rd Legislature, Regular Session, 1973 (Article 6252-9b,Vernon 5 Texas Civil Statutes),or a report under Title 15 Election Code that is derived from a function in honor or appreciation of he recipient if: (A)the benefit and the source of any benefit in excess of$50 is reported in the statement and (B) the benefit is used solely to defray the expenses that accrue in the performance of duties or activities in connection with the office which are non-reimbursable by the state or political subdivision; (4) a political contribution as defined by Title 15 Election Code; or (5) a gift, award or memento to a member of the legislative or executive branch that is required to be reported under Chapter 305, Government Code. (b) Section 36.08 (Gift to Public Servant)of this code does not apply to food, lodging, transportation or entertainment accepted as a guest and, if the donee is required bylaw to report those items,reported by the donee in accordance with that law. (c) Section 36 09 (Offering Gift to Public Servant)of this code does not apply to food, lodging transportation or entertainment accepted as a guest and, if the donor is required by law to report those items,reported by the donor in accordance with that law. VENDOR COMPLIANCE WITH STATE LAW Texas law provides that, in order to be awarded a contract as low bidder,non-resident bidders (out-of-state Contractors whose corporate office or principal place of business is outside 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 Item B below must be filled out by all applicable bidders. The failure of an out-of-state or non-resident Contractor to do so will automatically disqualify that bidder. All bidders must complete Item A below. A. All Bidders Complete: Our principal place of business or corporate office is in the State of Texas. Yes: V' No: B. Non-Resident Bidders Complete: Non-resident vendors in WIA (give State), our principal place of business, are required to be--1--percent lower than resident bidders by state Law. Non-resident vendors in MIA (give State),our principal ' place of business are not required to underbid resident bidders. BIDDER: &UJpA ]r, Q c�'f I C, BY: Company (Please Print) ature) Title: R161 (Please Print) `i�► wsr- Tyrace_ 10 , WlAivi Ile,2 4yn-W City tate Zip -:-" SECTION 8 MINORITY AND WOMEN BUSINESS ENTERPRISE REQUIREMENTS 004 O. aft M r t� Ir i ow ow /► 11M RECEIVED NOV 0 9 2005 FORT NORTH City of Fort worth Minority and Women Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY If the total dollar value of the contract is$26,000 or more,the M1WBE goal is applicable. If the total dollar value of the contract is less than$25,000,the M/WBE goal is not applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority and Women Business Enterprises (M/WBE) in the procurement of all goods and services to the City on a contractual basis. All requirements and regulations stated in the City's current Minority and Women Business Enterprise Ordinance apply to this bid. M/WBE PROJECT GOALS The City's MBEf BE goal on this project is f %of the base bid value of the contract. COMPLIANCE TO BID SPECIFICATIONS On City contracts of$25,000 or more, bidders are required to comply with the intent of the City's M/WBE Ordinance by either of the following: 1. Meet or exceed the above stated M/WBE goat,or 2. Good Faith Effort documentation,or; 3. Waiver documentation,or; - 4. Joint Venture. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department,within the following times allocated, in order for the entire bid to be considered responsive to the specifications. 1. Subcontractor Utilization Forth, if goal is received by 5:00 p.m., five (5) City business days after the bid met or exceeded: opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form, if participation is less than opening date, exclusive of the bid opening date. statedgoal: 3. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form, if no M/WBE participation: I opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form, if you will received by 5:00 p.m., five (5) City business days after the bid -"" perform all subcontracting/supplier work: opening date, exclusive of the bid opening date. 5. Joint Venture Form, if utilize a joint venture received by 5:00 p.m., five (5) City business days after the bid to met or exceed goal. opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S MIWBE ORDINANCE,WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS Any questions,please contact the M/WBE Office at(817)392-6104. t RECEIVED !`k1l O Q J 2005 ATTACHMENT 1A Page 1 of 4 FORTWORTH - City of Fort Worth Subcontractors/Suppliers Utilization Form PRIME COMPANY NAME: Check applicable block to describe prime Da,+nc M/W/DBE NON-M/W/DBE PROJECT NAME: I �!:i f Ll h�h to p rvl� n�- t M 1Tk a�a►�Ce Se r v Ice +D� 3 1 DATE 1 Do 45 ® City's M/WBE Project Goal: Prime's M/WBE Project Utilization: '`+ PROJECT NUMBER )3 % L3 % �T?W- TS- Zmo —0001 Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Managing Department on or before 5:00 p.m,five(5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non-responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the M/WBE firms) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non-responsive to bid specifications M/WBEs listed toward meeting the project goal must be located in the nine (9) county marketplace or currently doing business in the marketplace at the time of bid. Marketplace is the geographic area of Tarrant,Parker,Johnson,Collin,Dallas, Denten,Ellis,Kaufman and Rockwall counties. Identify each Tier level. Tier is the level of subcontracting below the prime contractor,i.e.,a direct payment from the prime contractor to a subcontractor is considered 1'tier, a payment by a subcontractor to its supplier is considered 2"d tier ® ALL M/WBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification 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 Agency(NCTRCA),or the Texas Department of Transportation(TX DOT),highway division. Disadvantaged Business Enterprise(DBE)is synonymous with Minority/Women Business Enterprise(M/WBE). If hauling services are utilized,the prime will be given credit as long as the M/WBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The MlWBE may lease trucks from another M(WBE firm,including M/WBE owner-operators,and receive full M/WBE credit. The M/WBE may lease trucks from non-M/WBEs, including owner-operators, but will only receive credit for the fees and commissions earned by the M/WBE as outlined in the lease agreement. R R6G.513WO i i a i YAM i t. u RECEIVED NOV 0 9 2005 ATTACfHMENF 1A Page 2 of 4 Primes are required to identify ALL subcontractors/suppliers,regardless of status;i.e.,Minority,Women and non-"BF—s. Please list M/WBE firms first,use additional sheets if necessary. Certification N (check one) o SUBCONTRACTOWSUPPLIER T Company Name i N T Detail Detail Address e M w C X M Subcontracting Work Supplies Purchased Dollar Amount Telephone/Fax r 6 B T D W E E R O B C T E A Borti n -3I C'1 wi rac)t Lam. I Trlowu *Una,-N 46Dzz ' (0614)430-5146 Phone Tre,nchi n(j -4 952- F _ Cw*vrn TrAc Cw")liar" Tra-(ZCI'c TraT-(- Cd�Nfol 232 -&\Ia.n Aug. 1 Lan e. C)cwk -5�nt,, It F0r4-WU-+h,-M _l0 I p4 suv l'M (g14)QZy—y524 phtj 3l-4l 9-21p- 22 26 FoLi Rev.5/30/03 RECEIVED NOV 0 9 2Q ATTACHMENT IA r FORT WORTH Page 3 of 4 Primes are required to identify ALL subcontractorstsuppliers,regardless of status;i.e.,Minority,Women and non-M/WBEs. Please list M/WBE firms first,use additional sheets if necessary. Certification f (check one) C SUBCONTRACTOR/SUPPLIER T r Company Name i N T Detail Detail Address e M w C x p Subcontracting Work Supplies Purchased Dollar Amount T D Y Telephone/Fax r B B R O E E E C T E A Rev.5/30/03 RECEIVED NOV 0 9 235 ATTACHMENT IA FoRTWORTH Page 4 of 4 Total Dollar Amount of M/WBE Subcontractors/Suppliers $ So> 000 Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers $ TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ , Z t The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office Manager or designee through the submittal of a Request for Approval o ChangelAddidon. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The contractor shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed M/WBE goal. If the detail explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form,the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MV/DBE(s) arrangements submitted with the bid. The Offeror also agrees to allow an audit and/or examination of any books,records and files held by their company. The bidder agrees to allow the transmission of interviews with owners, principals,officers,employees and applicable subcontractors/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 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 create a material breach of contract may result in a determination of an irresponsible Offeror and ba om participating in City work for a period of time not less than one(1)year. Tutbpked-eldnature Printed 919neWre E s Ak± _ 150X1.0_ --' Title Contact Name/Title(if different) N 6-4) `L8 I- Iq ! 1f81���1-19� Company Nttaae Telephone and/or Fax 15thnmrn Tra��, 113 ®rnn hcP,tec-lric_ m Address E-mail Address City/state/Tip Dale Rev.5/30/03 low go aw P, m m PM m r am .. SECTION 9 Oft SPECIAL PROVISIONS FOR: FREEWAY LIGHTING EQUIPMENT MAINTENANCE & SERVICE .. PROJECT No. TPW-TS-2006-0001 .. TABLE OF CONTENTS 00 1. Scope of Work 2. Easements 3. Contract Award Oft 4. Project Completion 5. Increase or Decrease in Quantities 6. Termination me 7. Reference Specifications 8. Bid Submittal 9. Warranty ,ft 10. Construction Staking 11. Permits 12. Traffic Control am 13. Payment 14. Delays 15. Detours and Barricades .. 16. Parkways 17. Disposal of Spoil/Fill 18. Zoning Compliance .. 19. Clearing and Grubbing 20. Final Cleanup 21. Quality Control Testing an 22. Property Access 23. Construction Schedule 24. Safety Restrictions-Work Near High Voltage Lines .. 25. Water Department Pre-Qualification Requirements 26. Right To Audit 27. Trench Safety "m 28. Subsidiary Work 29. Substitutions 30. Temporary Soil Erosion, Sediment and Water Pollution Control am 31. City Furnished Items 32. Existing Utilities 33. Construction am 34. Pay Items SPECIAL PROVISIONS .. 1. SCOPE OF WORK: The work covered by this proposal and specifications consists of the routine maintenance of freeway lighting systems,both pole standards and high mast poles;responding to pole knock-downs and emergency calls; and, installing, replacing or removing freeway lighting systems within the City of Fort Worth. The Contractor will be responsible for the maintenance of all materials (fuses,cabling,ballast, capacitor,starter, lamp, etc.)on the pole from the base up to and including the fixture. Poles, arms and bases will generally be provided by the City, but the Contractor will be compensated for any of these specific items if not so provided. AWARDING OF CONTRACT AND WORKING DAYS: .. (a) Contract may not necessarily be awarded to the lowest bidder. The City Engineer shall evaluate and recommend to the City Council the best bid which is considered to be in the best interest of the City. The contract will be awarded to the lowest responsive and responsible bidder. (b) The number of working days shall be 365. 2. EASEMENTS: Location of all utilities and right-of-way easements are estimated. The Contractor shall not hold the City of Fort Worth responsible for any delay in issuing the work order for this .. Contract. 3. CONTRACT AWARD: Contract will be awarded to the lowest responsive and responsible experienced bidder. 4. PROJECT COMPLETION: The Contractor agrees to complete the Contract within the allotted number of working days. If the Contractor fails to complete the work within the number of working days specified, liquidated damages shall be charged, as outlined in Part 1,Item 8, Paragraph 8.6 of the "General Provisions"of the Standard Specification for Construction of the City of Fort Worth,Texas. ®. 5. INCREASE OR DECREASE IN QUANTITIES: It is the Contractor's sole responsibility to verify all pay item quantities prior to submitting a bid. When the quantity of work to be done or materials to be furnished under any major pay item of the Contract is more than 125% of the quantity stated in the Contract, whether stated by Owner or by Contractor, then either party to the Contract, upon demand, shall be entitled to negotiate for revised consideration on the portion of work above 125%of the quantity stated in the Contract. i When the quantity of the work to be done or materials to be furnished under any major pay item of the Contract is less than 75% of the quantity stated in the Contract, whether stated by Owner or by " Contractor, then either party to the Contract, upon demand, shall be entitled to negotiate for revised consideration on the portion of work below 75% of the quantity stated in the Contract. This paragraph shall not apply in the event Owner deletes a pay item in its entirety from this Contract. A major pay item is defined as any individual bid item included in the Proposal that has a total cost equal to or greater than 5 percent of the original Contract. A minor pay item is defined as any individual bid item included in the Proposal that has a total cost less than 5 percent of the original Contract. In the event Owner and Contractor are unable to agree on a negotiated price, Owner and Contractor agree that the consideration will be the actual field cost of the work plus 15% as described herein below,agreed upon in writing by the Contractor and Department of Transportation and Public Works '°" and approved by the City Council after said work is completed, subject to all other conditions of the Oft me Contract. As used herein, field cost of the work will include the cost of all workmen, foremen, time keepers, mechanics and laborers; all materials, supplies, trucks, equipment rental for such time as actually used on such work only, plus all power, fuel, lubricants, water and similar operating expenses; and a ratable portion of premiums on performance and payment bonds, public liability, d` Workers Compensation and all other insurance required by law or by ordinance. The Director of the Transportation and Public Works Department 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 Mft kind of equipment to be used but such work will be performed by the Contractor as an independent Contractor and not as an agent or employee of the City. The 15%of the actual field cost to be paid to 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 with the actual field cost as herein specified upon request, the Contractor shall provide the Director of Transportation and Public Works access to all accounts,bills and vouchers relating thereto. am 6. TERMINATION: The City reserves the right to abandon, without obligation to the Contractor,any part of the project or the entire project at any time before the Contractor begins any construction work oft authorized by the City. 7. REFERENCE SPECIFICATIONS: This Contract and project are governed by the following published specifications(latest edition),except as modified by these Special Provisions: .. STANDARD SPECIFICATIONS FOR STREF,T AND STORM DRAIN CONSTRUCTION, CITY OF FORT WORTH A copy of these specifications may be purchased at the Office of the Department of Transportation and Public Works, 1000 Throckmorton Street, 2°d Floor, Municipal Building, Fort Worth, Texas .. 76102. The applicable specifications are indicated on the plans and in the Contract Documents. General Provisions shall be those of the City of Fort Worth document rather than Division 1 of the North Central Texas document. .. STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS, STREETS AND BRIDGES, TEXAS DEPARTMENT OF TRANSPORTATION .. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, NORTH CENTRAL TEXAS COUNCIL OF GOVERNMF,NTS 8. BID SUBMITTAL: Bidders shall not separate, detach or remove any portion, segment or sheets from the Contract Documents at any time. Failure to bid or fully execute Contract without retaining Contract Documents intact may be grounds for designating bids as "non-responsive" and rejecting .,.. bids or voiding Contract as appropriate and as determined by the Director of the Transportation and Public Works Department. 9. WARRANTY: The Contractor shall be responsible for defects in this project due to Contractor's faulty materials and workmanship, or both, for a period of two(2) years from date of final acceptance of this project by the City of Fort Worth. The Contractor will be required to replace at his expense any part or all of the project which becomes defective due to these causes. 10. CONSTRUCTION STAKING: Construction stakes for line and grade will be provided by the City (if required) as outlined on page 17, Standard Specifications for Street and Storm Drain Construction,City of Fort Worth. 11. PERMITS: The Contractor shall be required to take out a Permit with the Texas Department of + Transportation Area Office for work involving lanes closures. The Contractor shall provide a tentative work schedule and a copy of the Traffic Control Plan sheets. + 12. TRAFFIC CONTROL: The Contractor shall be responsible for providing traffic control during the construction of this project consistent with the provisions set forth in the "2000 Texas Manua[ on oft am Uniform Traffic Control Devices for Streets and Hihways"issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways," codified as Article 6701d Vernon's Civil Statues,pertinent sections being Section Nos. 27,29,30 and 31. ` The Contractor will not remove any regulatory sign, instructional sign, street name sign or other sign which has been erected by the City or the State. If it is determined that a sign must be removed to permit required construction, the Contractor shall contact the Transportation and Public Works Department, Traffic Services Division or the Texas Department of Transportation Area Office, to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above referenced manual and such temporary sign .. must be installed prior to the removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent .. that the permanent sign can be reinstalled the Contractor shall again contact the Traffic Services Division to reinstall the permanent sign and shall leave his temporary sign in place until such reinstallation is completed. Contractor is responsible for means,methods, and safety during construction. Work requiring street barricading will only be allowed during daylight hours(9:00 A.M.— 4:00 P.M.). Contractor shall not park vehicles in such a manner as to obstruct the vision of the traveling public. The participation of City of Fort Worth personnel in the barricade inspections does not relieve the Contractor of responsibility for the safety of the traveling public. Traffic control will not be paid for directly,but shall be considered subsidiary to the various bid items of the contract. .r 13. PAYMENT: The Contractor will receive full payment from the City for all work within 30-days of receipt of invoice. .. 14. DELAYS: The Contractor shall receive no compensation for delays or hindrances to the work, exeept when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. When such extra compensation is claimed a written statement thereof shall be presented by the Contractor to the Engineer and if by him found correct shall be approved and referred by him to the Council for final approval or disapproval; and the action thereon by the Council shall be final and binding. If delay is caused by specific orders given by the Engineers 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; and no such extension of time shall release the Contractor or the surety on his performance bond form all his obligations hereunder which shall remain in full force until the discharge of the Contract. 15. DETOURS AND BARRICADES: The Contractor shall prosecute his work in such a manner as to create a minimum of interruption to traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project area. Contractor shall be responsible for installing all 00" construction signs, signals, and markings necessary to provide adequate traffic controls for purposes of construction. I" Barricades, warning and detour signs shall conform to the Standard Specifications "Barriers and Warning and/or Detour Signs," Item 524 and/or as shown on the plans. The furnishing,placing, and maintaining of barriers and warning and/or detour signs by the Contractor will not be paid for ry directly,but shall be considered subsidiary to the various bid items of the contract. MM am Construction signing and barricades shall conform with "2000 Texas Manual on Uniform Traffic Control Devices,Vol.No. U' an The Contractor shall be responsible for providing the name and telephone number of the Barricade/Traffic Control Company he is using, and a 24-hour emergency number of the Contractor's responsible representative for maintenance of the traffic control plan. The Contractor shall provide a letter certifying all traffic control devices conform to the current issue of the TMUTCD. .. The Contractor shall be responsible for providing a general Traffic Control Plan (TCP) at the Pre- Construction Conference and provide specific location Traffic Control Plans on request. The Ma Contractor shall be required to comply with all street closure restrictions, make advanced arrangements with schools and businesses,and provide proof of an acceptable plan to the City. An 16. PARKWAYS: During the construction of this project, it is required that all parkways be excavated and shaped as required at the same time the roadway is excavated. Excess excavation will be disposed of at locations approved by the Engineer. Any parkway shaping is subsidiary to the unit Ina prices bid for signal construction. 17. DISPOSAL OF SPOIL/FILL MATERIAL: Prior to the disposing of any spoil/fill material, the Contractor shall advise the Director of the Department of Engineering acting as the City of Fort .. Worth's Flood Plain Administrator("Administrator'),of the location of all sites where the Contractor intends to dispose of such material. Contractor shall not dispose of such material until the proposed sites have been determined by the Administrator to meet the requirements of the Flood Plain Ordinance of the City of Fort Worth(Ordinance No. 11998). All disposal sites must be approved by the Administrator to ensure the fling is not occurring within a flood plain without a permit. A flood plain permit can be issued upon approval of necessary engineering studies. No fill permit is required if disposal sites are not in a flood plain. Approval of the Contractor's disposal sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain Fill Permit authorizing fill within the flood plain. Any expenses associated with obtaining the fill permit, including any necessary engineering studies, shall be at the Contractor's expense. In the event that the Contractor disposes of spoil/fill material at a site without a fill permit or a letter from the Administrator approving the disposal site, upon notification by the Director of Engineering, Contractor shall remove the spoil/fill material at its expense and dispose of such materials in accordance with the Ordinance of the City and this section. 18. ZONING COMPLIANCE: During the construction of this project, the Contractor shall comply ` with present zoning requirements of the City of Fort Worth in the use of vacant property for storage purposes. 19. CLEARING AND GRUBBING: All objectionable matter required to be removed within the right- of-way and not particularly described under these specifications shall be covered by Item No. 102, "Clearing and Cribbing" (STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTIONCITY OF FORT WORTH) and shall be subsidiary to the other items of the Contract. dM 20. FINAL CLEANUP: Final cleanup work shall be done for this project as soon as the construction has been completed. No more than seven days shall elapse after completion of construction before the roadway and right-of-way is cleaned up to the satisfaction of the Engineer. an 21. QUALITY CONTROL TESTING: The Contractor shall furnish, at its own expense, certifications by a private laboratory for all materials proposed to be used on the project, including a mix design for any asphaltic and/or Portland cement concrete to be used and gradation analysis for sand and crushed Ift stone to be used along with the name of the pit from which the material was taken. The Contractor shall provide manufacturer's certifications for all manufactured items to be used in the project and will bear any expense related thereto. .. (a) Tests of the design concrete mix shall be made by the Contractor's laboratory at least nine days ON ON prior to the placing of concrete using the same aggregate, cement and mortar that are to be used later in the concrete. The Contractor shall provide a certified copy of the test results to the City. (b) Quality control testing of materials on this project will be performed by the City at its own expense. Any retesting required as a result of failure of the material to meet project specifications will be at the expense of the Contractor and will be billed at commercial rates as determined by the City. The failure of the City to make any tests of materials shall in no way relieve the Contractor of its responsibility to furnish materials and equipment conforming to the requirements of the Contract. (c) The Contractor shall provide not less than 48 hours notice to the City for operations requiring testing. The Contractor shall provide access and trench safety system(if required) for the site to be tested and any work effort involved is deemed to be included in the unit price for the item being tested. (d) The Contractor shall provide a copy of the trip ticket for each load of fill material delivered to the „h job site. The ticket shall specify the name of the pit supplying the fill material. 22. PROPERTY ACCESS: Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer. 23. CONSTRUCTION SCHEDULE: It shall be the responsibility of the Contractor to furnish the Engineer, prior to construction, a schedule outlining the anticipated time each phase of construction .. will begin and be completed,including sufficient time being allowed for cleanup. 24. SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES: The following procedures will be followed regarding the subject item on this Contract: (a) A warning sign not less than five inches by seven inches, painted yellow with black letters that are legible at twelve feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus. The warning sign shall read as follows: .. "WARNING—UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN TEN FEET OF HIGH VOLTAGE LINES." (b) Equipment that may be operated within ten feet of high voltage lines shall have an insulating cage-type of guard about the boom or arm, except back hoes or dippers and insulator links on the lift hood connections. (c) When necessary to work within ten feet of high voltage electric lines, notification shall be given the power company (TXU Electric Service Company) which will erect temporary mechanical y. barriers, de-energize the line or raise or lower the line. The work done by the power company shall not be at the expense of the City of Fort Worth The notifying department shall maintain an accurate log of all such calls to TXU Electric Service Company and shall record action taken in each case. (d) The Contractor is required to make arrangements with the TXU Electric Service Company for the temporary relocation or raising of high voltage lines at the Contractor's sole cost and expense. i (e) No person shall work within ten feet of a high voltage line without protection having been taken as outlined in Paragraph(c). 25. WATER DEPARTMENT PRE-QUALIFICATION REQUIREMENTS: Any Contractor performing any work on Fort Worth water or sanitary sewer facilities must be pre-qualified with the .. Water Department to perform such work in accordance with procedures and specifications described in the current Fort Worth Water Department General Specifications. � *`r� r,�ti., it, ( .�� �,�h ,. �,. i �$' '; ,,. E� g fz I f r y: y r 5 �f£ t M '�rd E P � t r i �� n t d!+� ��. �3 (E� tt � ��. �,,xi x t rt, �, :�. F �' b f � r ��� -,',¢ra tis'w� ��a .�c. �. �: � � r; ua« %��x. �. k �} �� 1 4���` �1n ,r"` � - S, n b �: s �3 J � t �r d 't��. m x. 5+{.. *� �,. �. � i �{ ,� �� �, ,,,i t„; ",�. Y ���i ,� z 26. RIGHT TO AUDIT: Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract have access to and the right to examine and photocopy any r directly pertinent books, documents, papers and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during normal working hours to all necessary Contractor facilities and shall be provided adequate and appropriate workspace in order to conduct audits in compliance with the provisions of this section. The City shall give Contractor reasonable advance notice of intended audits. (a) Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under the subcontract, have access to and the right to examine and photocopy any directly pertinent books, documents,papers and records of such subcontractor involving transactions to the subcontract • and further,that City shall have access during normal working hours to all subcontractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this article together with subsection (c ) hereof. City shall give subcontractor reasonable advance notice of intended audits. (b) Contractor and subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of copies as follows: rr 1. 50 copies and under $0.10 per page. 2. More than 50 copies $0.85 for first page plus$0.15 for each page thereafter 27. TRENCH SAFETY: The Contractor must comply with the following basic requirements in order to provide for the safety and health of workers in a trench. The Contractor shall develop, design and implement the trench excavation safety protection system. The Contractor shall bear the sole responsibility for the adequacy of the trench safety system and providing "a safe place to work" for the workman. The trench excavation safety protection system shall be used for all trench excavations deeper than five (5) feet. The Excavating and Trenching Operation Manual of the Occupational Safety and Health Administration, U.S. Department of Labor, shall be the minimum governing requirement of this item and is hereby made a part of this specification. The Contractor shall, in addition, comply with all other applicable Federal, State and local rules,regulations and ordinances. .r The Contractor shall provide all methods used for trench excavation safety protection including furnishing, designing, providing all materials, tools, labor, equipment and incidentals necessary, including removal of the system. w 28. Sut3SIDIARY WORK: Any and all work specifically governed by documentary requirements for the project such as conditions imposed by the Plans,the General Contract Documents or these Special Contract Documents, in which no specific item for bid has been provided for in the Proposal, shall be considered as a subsidiary item of work, the cost of which shall be included in the price bid in the Proposal, for each bid item. Surface restoration and cleanup are general items of work, which fall in .ft the category of subsidiary work. 29. SUBSTITUTIONS: The specifications for materials set out the minimum standard of quality which „m the City believes necessary to procure a satisfactory project. No substitutions will be permitted until the Contractor has received written permission of the Engineer to make a substitution for the material which has been specified. Where the term"or equal"or"or approved equal"is used, it is understood _ that if a material, product or piece of equipment bearing the name so used is furnished, it will be approved, as the particular trade name was used for the purpose of establishing a standard of quality acceptable to the City. If a product of any other name is proposed for use, the Engineer's approval thereof must be obtained before the proposed substitute is procured by the Contractor. Where the Im term "or equal" or "or approved equal" is not used in the specifications, this does not necessarily exclude alternative items or material or equipment which may accomplish the intended purpose. However, the Contractor shall have the full responsibility of proving that the proposed substitution is, in fact, equal, and the Engineer, as the representative of the City, shall be the sole judge of the acceptability of substitutions. The provisions of this sub-section as related to"Substitutions" shall be applicable to all sections of these specifications. 30. TEMPORARY SOIL EROSION SEDIMENT AND WATER POLLUTION CONTROL: The Contractor shall provide all temporary soil erosion,sediment and water pollution control measures for the duration of the Contract in compliance with Federal (EPA), State of Texas, and City of Fort Worth regulations. The temporary measures shall include silt fences, temporary construction entrances, dikes, dams, berms, sediment basins, fiber mats, jute netting, temporary seeding, straw mulch, asphalt mulch, plastic liners, rubble liners, baled-hay retards, dikes, slope drains, and other devices. Such prevention measures shall be in accordance with the North Centrad Texas Council of .. Governments Storm Water Quality Best Management Practices for Construction Activities. All work, materials, and equipment necessary to provide temporary erosion control shall be considered subsidiary to the Contract and no extra pay will be given for this work. 31. CITY FURNISHED ITEMS: The City shall furnish the following items for the project: poles and, mast arms as required. The Contractor shall contact James Turner,Traffic Systems Supervisor, (817) 996-2745 for these items at least 2 days in advance of the Contractor's proposed installation date. .. The Contractor shall pick up these items at the City's warehouse (located at 3409 Harley Ave. or 5001 James Av.)and transport and install them at the project location. The Contractor shall furnish all other labor, equipment, and materials for construction of the project. All inspection shall be by the City of Fort Worth. r. 32. EXISTING UTILITIES: It shall be the responsibility of the Contractor to determine the existence of, to verify locations, elevations, and dimensions of adjacent and/or conflicting utilities in order that adjustments can be made to provide adequate clearances. The Contractor shall preserve and protect public utilities at all times during construction. Any damage to utilities resulting from the Contractor's work shall be restored at the Contractor's expense. Public utilities shall be notified when proposed facilities conflict with existing utilities. Contractor shall contact the following utility companies 48 hours prior to doing work at any location: Lone Star Gas Metro(214)263-3444 Southwestern Bell 1-800-344-8377 AT&T 1-800-878-8711 Charter Cable (817)246-5538 Western Union Cable (214) 939-1930 TXU Electric 1-800-233-2133 City of Fort Worth Water Department (817) 871-8275 "• City of Fort Worth Transportation and Public Works Department (817)871-7738 Fiberoptic companies per stakings. .. If any City of Fort Worth water utility is in the vicinity of a proposed pole foundation (within 3.0 feet), then the Contractor will hand dig to,uncover the water line and verify that the proposed pole foundation location is satisfactory. r The Contractor shall be liable for all damages done to utilities as a result of his/her operations. 33. 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M., .,.. a.{I��yv z r rY�. . ..ts,n�slzb 1C y 3 L, ,.tips:, �..,.;,Yt,'}L . k _.✓....,... � '; z I, ",id,..o,,.}; .} ,., ,. -4, v:� ,y`3•. Y;`",,( p,P t a -Lr: V., M:r,�.:: U„,� \. :,u ., r�< f 1 ,.�4 a r-+o.; v .. t n,., � � 4 a � , £a.+Y„ P �aikl �.;¢�+ ���1.l• suYt�»I 1. �i>r�.,,u r a or1Y � t ;�` I ,t F(;,s s � v uta=i rl t{� �r .�?•t,� t. ,,�tll ���4..�U.. 1�+i,.�� FWc.. �4 xU1. J(U ur" n,v,tr. . al s, t*:��, Lw. ,i4rF ' + ��v s 44 '`, }�tl �a �, s 21 Il�lll r� �,�l�p.���I ttt���<,� Y r,. G r�#t�•,, , Y"(t,„,”� n��al�i ; Y I�, ,, i 3C� 74: i ,� �,,...• _+ .a .�,n v. »a��~s7aw �.,,?.Y s. . .. �_�,. ,_ .a ,", •. xx, � w �. ...:��_,-� � as,. . All objectionable items within the limits of this project and not otherwise provided for shall be removed under this item in accordance with Standard Specification Item 102, "Clearing and Grubbing"STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION CITY OF FORT WORTH. However, no direct payment will be made for this item and it shall be considered incidental to this Contract. NON-PAY ITEM No. 2-SPRINKLING FOR DUST CONTROL: All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" (STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION, CITY OF "r FORT WORTH) shall apply. However, no direct payment will be made for this item and it shall be considered incidental to this Contract. .. NON-PAY ITEM No. 3 -PROTECTION OF FENCES TREES PLANTS AND SOIL: All property along and adjacent to the Contractor's operations including fences, lawns,yards, shrubs, trees, etc. shall be preserved or restored after completion of the work to a condition equal or better „k 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 '� right-of-way and designated alleys. This permit can be obtained by calling the Forestry Office at 817- 871-5738. All tree work shall be in compliance with pruning standards for Class 11 Pruning as described by the National Arborist Association. A copy of these standards can be provided by calling two 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 to 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 r immediately sealed using a commercial pruning paint. This is the only instance when pruning paint is recommended. NON-PAY ITEM No.4-CONCRETE COLORED SURFACE: All concrete sidewalk ramp surface shall be colored with LTTHOCHROME color hardener or equal. A brick red color, a dry-shake hardener manufactured by L.M. Scofield Company or equal, shall be used in accordance with manufacturer's instructions. Contractor shall provide a sample concrete r` panel of one foot by one foot by three inches dimension, or other dimension approved by the Engineer, meeting the aforementioned specifications. The sample, upon approval of the Engineer, shall be the acceptable standard to be applied for all construction covered in the scope of this Non- Pay Item. No direct payment will be made for this item and it shall be considered incidental to this Contract. The method of application shall be by screen, sifter, sieve, or other means in order to provide for a uniform color distribution.. •w NON-PAY ITEM No. 5—EXISTING UTILITIES: The location and dimensions shown on the plans relative to existing utilities are based on the best information available. It shall be the Contractor's responsibility to verify locations of adjacent and/or conflicting utilities sufficiently in advance of the construction process to provide adequate clearances. The Contractor shall take all necessary precautions to protect all services encountered. No payment will be made for utility adjustments. Should the Contractor damage service lines due to his ,w negligence,the lines shall be repaired and adjusted by the Contractor at the Contractor's expense. 34. PAY ITEMS: As outlined in the Proposal above. SECTION 10 STREET LIGHT CONSTRUCTION SPECIFICATIONS The following standard construction specifications are provided in case the scope of the project includes installation of freeway lighting. 1.0 GENERAL SPECIFICATIONS FOR CONSTRUCTION OF STREET LIGHTS 1.1 This specification, the General Conditions and the Special Provisions for construction in the City of Fort Worth (the City), where applicable, shall govern the materials and installation of street lights in residential areas, along arterial roadways or on or under bridges and freeway lighting. In the event of a conflict,the plan set and detail sheets shall control. These specifications should be used in conjunction with the following standard detail sheets: Street Luminaire General Notes; Street Luminaire Electrical Connection Details; Street Luminaire Pole Foundation Details; and, Street Luminaire Pole Details 1.2 This project shall consist of installing materials and equipment necessary to complete the street light construction at locations as set out in the construction plan set. The Contractor shall furnish all required materials and equipment not provided by the City, and shall install and shall activate completed the lights systems in the sequence specified by the City Traffic Engineer or the project inspector. The City will issue the anticipated sequence of work locations at the time the Notice to Proceed is issued. A pre-construction meeting shall be held before any work may commence on the project. The Project Inspector will set the meeting time and place The contractor shall meet with the Project Inspector within five working days after receiving a task order. The work shall commence within ten working days after meeting with the Project Inspector. 1.3 All installation work shall be in accordance with the applicable sections of the National Electrical Code (NEC), local ordinances and regulations, these specifications, the standard detail sheets accompanying the plans, and those applicable sections of the City's Standard Specifications for Street and Storm Drain Construction. In the event that these specifications should be less restrictive than the NEC, the NEC shall prevail. Any deviation from these specifications or standard detail sheets shall be considered unacceptable unless authorized in writing by the Traffic Services Manager,or designee. .. All workmanship shall be of the highest quality. Finished work shall be neat and uncluttered in appearance. The City will have the authority to bar from this project any Contractor's employee whose work is judged substandard and unacceptable by the project City Inspector with approval of the Traffic Services Manager. The Contractor shall schedule his work so as to cause the minimum interference with traffic on surrounding roadways. Existing lighting systems may be shut down for modification and/or equipment installation only with the approval of the Traffic Services Manager or his designee with a minimum of 48 hour notice. The Contractor's responsibility in regard to street light installation work shall consist of the �. following items: (A) Furnishing and installing street light equipment including: structures, conduits, �. ground boxes, luminary assemblies, conductors, concrete, reinforcing steel, forms for structure foundations, grouting materials, painting materials, miscellaneous nuts, bolts, and washers, and all other miscellaneous equipment as required to complete the project, including all necessary barricades or devices required to maintain proper traffic control in accordance with the Texas Manual on Uniform Traffic Control 'Devices(TMUTCD). (B) Installing and connecting equipment supplied by the City. (C) Maintaining existing lighting system operations including providing all materials and labor. (D) Removing and salvaging any existing lighting equipment as designated in the plans. (E) It shall be the responsibility of the contractor to-perform the following at no additional compensation: 1. Prevent any property damage to property owner's poles, fences, landscaping, mailboxes,etc.,and repair any damages. 2. Provide access to all driveways during construction. 3. Protect all underground and overhead utilities, including sprinkler systems, and repair any damages 1.4 The Contractor's responsibility for correcting any substandard workmanship and/or materials shall extend for a period of twenty-four(24) months from the date the street lights are accepted by the City. This workmanship and materials shall include,but not be limited to luminary assembly,ground box and conduit installation,and cable installation. 1.5 The Contractor shall coordinate with the Inspector to commence the thirty (30) day test burning period. The Contractor shall have a qualified technician on the project site when the system is energized for the test period. During the thirty(30)day test period,the City shall be the first response to any trouble calls. If the City Troubleshooter determines that the repairs are the result,of poor workmanship, the Contractor shall complete the repairs. The Contractor shall provide a local telephone number(not subject to frequent changes)where trouble calls are to be received on a 24-hour basis. Appropriate repairs shall be made within 24 hours. If, after further diagnosing the problem, the qualified technician determines the problem is in the equipment supplied by others,the Contractor shall notify the Inspector. NO EXTRA COMPENSATION WILL BE ALLOWED FOR FULFILLING THE REQUIREMENTS STATED ABOVE. 1.6 The City of Fort Worth, Traffic Services Division, will furnish lighting poles and arms to the project in accordance with the bid proposal. The Contractor shall erect all poles and connect all field wiring to the luminary assembly. The Contractor shall notify the Inspector at least 3-working days prior to picking up poles. The Inspector will make arrangements on when and where to pick up the poles. 1.7 The locations of pole foundations, bases, conduit, etc., shown on the plans are approximate. The Contractor shall give the Inspector 48 hours notice of his intention to establish the final location of any foundations, bases, conduit, etc., and have the locations approved on the ground by the Project Engineer or his duly authorized representative. 1.8 The location and depth of all utilities shown on the plans are approximate and there may be other unknown utilities existing not shown on the plans that should be field verified and protected by the contractor prior to the start of construction. The contractor shall contact the following utility companies 48 hours prior to doing any work in the area: a. Dig Tess 1-800-344-8377 b. City Utility Mains(Water, Sewer) 817-871-8275 C. City Traffic Signals, Street Lights and Storm Drains 817-871-7738 d. Charter Cable 817-246-5538 e. Southwestern Bell Telephone Enterprise 9800 f. AT&T 1-800-878-8711 g. Western Union Cable 214-939-1930 h. TXU Electric 1-800-233-2133 ..� i. TXU Gas 214-263-3444. 1.9 Whenever the work provided for and contemplated under the contract has been found by the . . Inspector to be completed to his/her satisfaction on any individual light, or lighting system shown in the plans, final cleaning up of said location has been performed and the equipment supplied by the contractor has operated continuously for a minimum of thirty(30)days in a - satisfactory manner, the Contractor will be released from further maintenance on that particular location or system. Such partial acceptance will be made in writing and shall in no way void or alter any terms of the contract. 2.0 MATERIALS 2.1 General Notes 2.1.1 It is the Contractor's responsibility to furnish all materials necessary to complete each street light, whether the item is specifically mentioned or not. All unspecified materials (i.e., electrical tape, bolts, and nuts, etc.) shall meet the requirements of the National Electrical Code. All materials supplied by the Contractor shall be new un-depreciated stock. The Contractor shall supply at three(3)of product `cut sheets' for major components supplied on the project,e.g.: lamp fixtures,contactors,etc.. 2.1.2 Some sections of these specifications may cite examples of acceptable brands and model numbers of the items described. Items of equal durability, performance, and design may be substituted upon City acceptance. Bidders may be required to submit to the Traffic Services Division information on materials they desire to furnish and install. A two-year warranty shall be required on all equipment furnished. A list of cities, towns, etc., where the equipment being bid has been in field service for at least two (2) years may be required by the City of Fort Worth for reference. The list shall contain names and phone numbers of persons who can be contacted for such reference. If the guidelines listed above are not met, the bid and the equipment shall not be accepted. 2.1:3 If more than one unit of a given bid item is required,the Contractor shall ensure that all units are the product of one manufacturer, unless otherwise directed by the Traffic Services Manager or designee. 2.1.4 All materials furnished by the Contractor shall become the property of the City of Fort Worth, effective upon successful completion of a 30 day test period. Except for materials supplied by the City, the Contractor shall have full responsibility for materials until the date of acceptance with respect to damage,theft, or loss. 2.1.5 Prior to final acceptance by the City, the Contractor is responsible for removal, replacement and reinstallation of any damaged material at the Contractor's expense. 2.2 Standard Street Luminaire Poles (section 2.2 is not applicable to this bid request since the City of Fort Worth will be providing these poles) 2.2.1 Pole Dimensions Poles shall conform to the "Street Luminaire Detail Sheets" and the dimensional requirements layout therein as provided. Any deviations from the dimensions of the "Street Luminaire Detail Sheets"shall be noted in the bid submittal. 2.2.2 Design Standards Pole Assembly: The pole assembly shall consist of a tapered steel shaft complete with a steel anchor base, conforming to ASTM standard A36/A36M-03a and A595-98 (2002), of adequate strength and appropriate size, secured to the lower end of the shaft by telescoping the shaft into the base and placing two continuous welds around the pole, one on the end of the shaft and the other at the top of the plate base on poles to be mounted on anchor bolts. On poles to be embedded in the ground, a #7 gauge minimum ground sleeve 24" in length shall be installed at designated height as specified from bottom of pole and secured by two continuous welds around pole at the bottom and top of the sleeve and a#7 gauge minimum steel strap at lease 2" wide shall be welded across the bottom opening of the shaft to support it in the hole. A pole plate or plates will be required as specified near the top of the shaft for mounting light arm. The shaft shall be one piece for poles 40' and less; two piece for poles over 40' is optional. Two-piece shafts shall assembled by telescoping the upper section over the lower section with a firm tapered fit. The telescoping length of the joint shall not be less than 1 %Z times the diameter of the pole at the joint. The telescoping field joint shall not be welded but shall be keyed with a through bolt. The tapered shaft tube or tubes shall have a constant taper of.10"to .14"per linear foot. Strength: Luminaire support and lighting poles shall be designed to withstand test loads equivalent to a velocity pressure of 23.0 PSF at the nominal mounting height above ground line with appropriate coefficients of and with a factor of safety of not less than 1.80. The lighting standard shall also be designed to withstand test loads, which are calculated equivalent of 80 MPH without destruction. Shape: Poles shall be round with a maximum "ovalness" not to exceed 1.5% of the nominal diameter. Measurements shall be made at 90° to each other in the same cross- section. Straightness tolerance shall be no more than 3/8 inch per 20 feet of length,or not more than 1/16 inch in any four-foot section of pole. NOTE: Actual dimensions of poles to be supplied shall be included in bid submittal. 2.2.3 Design Details Base of Pole: The base anchor hole pattern shall conform to the "Street Luminaire Pole Foundation Details" sheet as provided. The base flange shall be provided with four (4) slip holes for mounting on four anchor bolts. The anchor bolt hole on the base flange shall be slotted. Transformer Bases: When required on the bid form, the standards shall be furnished with an aluminum"Breakaway Base." Breakaway Transformer Base: A cast aluminum breakaway type transformer base with all necessary fittings and attachments shall be furnished so as to afford to the lighting standard the quality of breaking away under vehicular impact. The base shall have a vertical height of 20" to provide bumper area contact with a passenger vehicle and shall have the ability to shear on impact when struck by a vehicle of approximately two thousand pounds or more and traveling at a speed of twenty miles per hour or more. It shall meet necessary structural and wind loading requirements and, as a minimum, withstand the effects of a load of five hundred pounds eighteen inches from the tip of the shaft to which the base is attached without any permanent distortion, overstress or failure. A door opening shall be provided in the side of the base approximately 8" x 10" in size. Aluminum base material shall conform to ASTM B 108 alloy SG 70A-T6. Access Door: A removable access door shall be furnished in the base of the pole assembly, measuring at least 4 inches by 6 inches, secured by #20 stainless steel tamper proof screws. A#20 ground stud shall be provided opposite the access door opening. Anchor Bolts: Anchor bolts shall be provided with each pole. Anchor bolts shall comply with ASTM standard F1554-99. Anchor bolts shall be galvanized steel and shall comply with the dimensional requirements as set out in the "Street Luminaire Pole Base Detail Sheet" as shown under"Anchor Bolt Detail'as provided. Pole Cap: The pole cap shall be sloped to shed rain and shall be secured with at least three locking screws. The pole cap shall be made of cast aluminum or pot steel. Cast iron is not acceptable. Arms: Arms shall be capable of withstanding a test load, the calculated equivalent of an 80 MPH wind. Luminaire arms shall be capable of supporting 75 pounds of weight with a 3 square feet luminaire surface. Support Arm Mounting Flange: The pole shall have a simplex fitting plate conforming to the "Street Luminaire Pole Details" sheet as provided. The plate shall have two-`/z inch tapped diameter holes, 4 inches apart to secure the support arm to the pole. The plate shall accept a saddle plate on the support arm. A hole shall be provided in the pole flange that is not less than 1-1/2 inches in diameter. The hole shall be smooth and free of burrs so as to prevent damage to cable jacketing "` when pulled through the opening. Extra pole mounting flanges are a line on the itemized bid list. These flanges shall not be .� galvanized to permit welding to the pole to make repairs or modify the pole to accept truss type support arms. Finish: The pole shall be hot dipped galvanized, unless otherwise required in the bid items list. All galvanized materials shall be dipped in accordance to ASTM A123 / A123M-01 standard. Each component must be completely coated in a single dip. Double dipped materials will not be accepted. The finish shall be smooth and free of imperfections. 2.3 Luminaires(Cobra Head Type) 2.3.1 General Specifications All luminaries shall be adapted for both 1'/a" and 2" adjustable slip fitter mounting with leveling screws to securely clamp to mast arm or bracket. Two brackets shall be provided. All luminairie housing shall be cast or drawn from a non-ferrous alloy and shall be free of cracks and excessive porosity. The exterior surface shall have uniform natural aluminum or painted finish. Mogul base sockets shall be nickel-plated copper and shall be rigidly attached to a high-grade porcelain base, which shall extend and completely enclose the metal shell. Sockets shall be mounted to provide for latest requirements for the IES-ANST Standards for highway and roadway lighting. Sockets shall be of one- piece construction; no split socket construction acceptable. All nuts, screws, clips, washers and attaching hardware shall be fabricated from highly corrosion resistant alloys. Lamp shall be mounted in a horizontal position. The optic assembly shall be provided with resilient gaskets and so constructed that it meets the IP66 rating seal against weather and other contaminates will be maintained. The hinge shall be lift-off type with a means for preventing unintentional separation. The latch shall be an automatic type or quick release thumb latch and designed such that a spring failure will not cause the refractor assembly to open. The reflector shall be processed to a highly specular finish. It shall be secured in such a manner that no tools will be necessary for removal or replacement. The edges of the reflector if not covered by a gasket, shall be smooth and all corners rounded to prevent injury to bare hands. The reflector shall have sufficient strength to prevent being distorted during routine operations. The refractor shall be crystal clear glass with refracting prism(IES Type III,semi-cut off, unless otherwise specified). 2.3.2 Ballasts Ballasts shall be the regulated type designed to operate high-pressure sodium lamps in a horizontal position, as manufactured by Advance, voltage to be specified, on each order. Total assembled weight of luminaire and ballast shall not exceed 50 pounds on 400-watt units and 75 pounds on 1000-watt units. Ballast input wattage during fluctuations of the primary voltage of plus 5%or minus 10% shall not exceed the value given in the table below: Lamp Wattage Maximum Ballast Input(Average for Group Sample) 100 145%of Normal lamp Wattage 150 145%of Normal lamp Wattage �. 200 130%of Normal lamp Wattage 250 130%of Normal lamp Wattage 400 130%of Normal lamp Wattage 1000 130%of Normal lamp Wattage Lamp wattage shall average within plus or minus 3% of wattage measured at nominal line voltage applied to the ballast, shall not be less than 0.90. Each ballast shall permanently and clearly indicate the following: Type, Catalog Number, Voltage Rating, and Connection Diagram 2.3.3 Starter The Electrical starter shall be a solid-state device capable of withstanding ambient temperature of 85 degree C. All components shall be sealed and protected from dirt, moisture, or other foreign material. The starter shall have a minimum pulse repletion rate of 1 pulse per cycle. The minimum amplitude of the pulse shall be 2500 volts for the 100, 150, 250, and 400 watt lamp; 3000 volts for the 1000 watt lamp, and shall be applied ^" within 20 electrical degrees of the center of the open circuit voltage wave. 2.3.4 Testing All ballast and luminaries will be tested with a nominal center-rated lamp. The lamps used for testing will have been"burned in" for a period of at least 100 hours. 2.3.5 Receptacle for Photo Electric Eye Luminaries with 120/208/240/277 volt high pressure sodium ballast shall be furnished with receptacle for photo electric eye. 2.4 Antique Style Pole (section 2.4 is not applicable to this bid request since the City of �. Fort Worth will be providing these poles) 2.4.1 Pole Dimensions ,. The post shall conform to the "Street Luminaire Detail Sheet" under Antique Style Street Light Pole detail as provided. Pole shall be patterned with 16 flutes. 2.4.2 Design Standards Dimensions: The pole dimensions shall be as follows: ■ Height: 10 feet, 10 inches& 13 feet, 10 inches (as required on the itemized bid sheet); • Sections: o Column at base- 7 inches outside diameter; o Column at top—3.5 inches outside diameter; o Base at base- 20 inches outside diameter; o TENON- 3 inches outside diameter. ■ Pole should be designed to withstand an 80 mph wind load. NOTE: Actual dimensions of poles to be supplied shall be included in bid submittal. Material: The pole assembly shall be a one-piece heavy wall aluminum casting. The castings are to be true, smooth and clean of cast burrs (inside and outside). Base and Hole Pattern: The base anchor hole pattern shall conform to the "Street Luminaire Detail Sheet" as provided Access Door: A removable access door shall be furnished in the base of the pole assembly, measuring at least 4 inches by 6 inches, secured #20 stainless steel tamper proof screws. A#20 ground stud shall be provided opposite the access door opening. Base of Pole: The base flange shall be provided with four (4) slip holes for mounting on four anchor bolts. The base flange shall be provided with at least an 8-inch diameter hole ® for conduit projection. Leveling shims shall be provided. Anchor Bolts: Anchor bolts shall be provided with each pole. Anchor bolts shall be galvanized steel and shall comply with the dimensional requirements as set out in the "Street Luminaire Pole Base Detail Sheet"as provided. Finish: The pole shall be primed and finished with 2 coatings of flat black enamel paint and one final coating of clear polyurethane. The finish shall be smooth and free of imperfections. The supplier shall supply sufficient primer and enamel for field touch-up after installation. 2.5 Lantern (Post Top Luminaires) Assembly (Not applicable to this bid request since the City of Fort Worth will be providing these poles) The lantern shall conform to the following specifications and description: Dimensions: The lantern shall be approximately 33 inches high overall and approximately 16 inches in overall diameter. Globe: Shall be a two-piece assembly made up of the globe and the roof. The globe shall meet American Association of State Highway and Transportation Officials (ASSHTO) Type III refractive pattern. It shall be composed of"poly-acrylic" material that is ultra-violet resistant for up to 10 years and shall be heat resistant (Hadco Part No. R33 or equal). The Globe shall be fastened to the globe seat with stainless steel socket headless machine screws. Slugs shall be used on the ends of these screws so as to prevent puncturing the globe rim. The slugs shall be captive to the headless stainless steel _ machine screws. Mounting hardware and screws shall be stainless steel. The globe roof shall be "Victorian" style with no finial. It shall be composed of"poly- acrylic"material that is ultra-violet resistant for up to 10 years and shall be heat resistant. The roof shall secure to the globe with at least 3 stainless steel set screws. The roof shall come complete with a semi-cut off reflector with options for a house side cut-off. The reflector shall be a one-piece aluminum assembly treated with an ALZAK process. Ballast/Socket: The Ballast/Socket component shall consist of a utility grade mogul socket mounted on a cast aluminum socket mount that completely covers the wiring and ballast components. Lamping: The following lamping options shall be provided. Specific lamping types and quantities shall be listed on the plan sheets. 175 watt 120/240 volt mercury vapor with integral internal ballast socket combination; 100 watt 120/240 volt metal halide with integral internal ballast socket combination; 100 watt 120/240 volt high-pressure sodium with integral internal ballast socket combination. Photo Control: A twist lock photo control receptacle shall be provided. The photo control shall fit under the globe. Seat and Fitter: The seat and fitter shall be cast metal. Weep holes shall be provided in the seat portion of the casting. Seat shall be able to accept globe. Finish: All metal parts (pod and seat) shall be primed with two (2) coats of exterior air- dry flat black metal enamel paint. 2.6 Conduits and Related Hardware 2.6.1 Conduit: All polyvinyl chloride conduits, including elbows and couplings shall be schedule 40 PVC or schedule 80 PVC conduit,conforming to Federal Specification W-C- 1094 and Underwriters' Laboratories, Inc. Standard UL-651. All conduit sizes shall be as indicated on the plans. 2.6.2 Rigid metal:Rigid metal conduit shall be steel,hot-dipped galvanized inside and outside. 2.6.3 Weather heads shall be made of aluminum and may be the threaded or the clamp on type. 2.7 Power Lead-In Cable 2.7.1 Power lead-in cable shall be stranded XHHW copper wire and suitable for A/C electric service. 2.7.2 The cable shall be capable of operating at 600 volts maximum and suitable for use at conductor temperatures not exceeding 167 F (75 Q. Material and construction shall be in accordance with the applicable requirements of IMSA and NEC standards. 2.7.3 Conductors shall be stranded, anneal coated copper. Copper wire before insulating or stranding shall meet the requirements of the latest edition of ASTM B-033 (for coated wire). Stranding shall be class B, in accordance with the latest edition of ASTM B-8. 2.7.4 Insulation shall consist of cross-linked thermosetting polyethylene, meeting the requirements of IMSA and listed by UL as type USE RHW-75C. 2.8 Ground Boxes 2.8.1 General Requirements All ground boxes specified for use shall satisfy the following general requirements: A. The top surface of the ground box cover shall have a minimum co-efficient of friction of 0.5. B. Boxes shall be stackable for extra height. C. Boxes shall be manufactured from Reinforced Polymer Concrete (RPM) composed of borosilicate glass fiber, a catalyzed polyester resin and an aggregate. Sidewalls may be reinforced polymer. D. Enclosures and covers shall be able to withstand a minimum 12,000 lb. per wheel load. Load requirements shall be tested by an independent laboratory and a certification of such tests shall be supplied for approval. E. All components shall be designed and tested to withstand temperatures as low as-20 F(-4 Q. The size and dimensions of the required ground boxes shall be shown on the Ground Box and Detector Details sheet in the plan set 2.9 Foundations All foundations shall be built in accordance with the requirements stated in the standard detail sheets of the plan set. 2.10 Hardware Paint 2.10.1 The paint to be applied to existing non-galvanized street light structures shall be durable iodized alkyd enamel with high gloss finish. The drying time shall be approximately three hours with an average dry film thickness of 1.4 mil. The paint quality shall allow for application on surfaces at temperatures as low as 20 F(7 Q. 2.10.2 Hardware paint color shall as called for in the construction plans set or bid documents. 2.11 Grounding Conductor and Grounding Rod 2.11.1 The grounding conductor shall be a#8 AWG solid copper wire. The conductor shall be bonded to all ground rods. 2.11.2 Grounding rod electrodes shall be copper-bonded steel being at least 5/8 in. (15.875 mm) in diameter. All ground rods shall be a minimum of 8 ft. (2.4 M). 3.0 INSTALLATION OF SREEET LIGHT COMPONENTS 3.1 Installation of Electrical Service 3.1.0 Unless otherwise noted on the plan sheets,power shall be direct wired to the appropriate phased transformer provided by the electrical service provider. This connection will only be made by service provider trained personnel or City staff so trained by the electrical service provider to make said connection. 3.1.1 If electrical service is required to be metered, then the Contractor shall install all electrical service connections including conduit, pole risers, meter base, breaker box, breakers etc., in accordance with NEC standards and specifications. Installation of conduit and wire in to the Power Company vaults shall be per the Power Company specifications. 3.1.2 Unless otherwise called for in the plans, the power connection shall be made to a 120-240 volt, two-phase, 60 cycle AC supply. The wire used for the power connection shall be#10 AWG or larger (if specifically required on the task order) and shall be insulated for six hundred (600) volts. The grounding wire shall be bare copper, the common wire shall be white-coded and the power shall be black-coded. 3.2 Installation of Conduit 3.2.1 Generally 2"conduit will be used and will be specified on the street light plan sheets. 3.2.2 The Contractor shall provide and install underground cable facilities required to complete the construction plan set. The Contractor will be required to coordinate with all local utility companies, long distance communication companies, City utilities, railroad companies, and Dig Tess if applicable,to ascertain exact locations of conflicting underground services. 3.2.3 The location of conduits and ground boxes are diagrammatic only and may be shifted by the Inspector to accommodate field conditions. 3.2.4 When boring is used for under pavement conduit installations, the maximum allowable overcut shall be 1 in. (25 mm)in diameter. 3.2.5 When conduits are bored, the vertical and horizontal tolerances shall not exceed 18 in. (457 mm) as measured from the intended target point. 3.2.6 The use of a pneumatically driven device for punching holes beneath the pavement (commonly known as a "missile") will not be permitted on any street light installation projects. 3.2.7 The contractor shall place duct seal or foam at the ends of all conduit where conductors and/or cables are present. 3.2.8 New Conduit (A) Unless otherwise shown on plans or standard detail sheets, all underground conduit shall be 40 PVC conduit except if the conduit is to be placed under a roadway at a depth of less than 24 inches (600 mm), then the conduit shall be schedule 80 PVC. „� All conduit or raceways above ground shall be rigid metal. All conduit and fittings shall be of the sizes and types shown on the plans. Each section of conduit shall bear evidence of approval by Underwriter's Laboratories. (B) Conduit terminating in posts or pedestal bases shall not extend vertically more than 3 inches(76 mm)above the concrete foundation. Field bends in conduit shall have a minimum radius of 12 diameters of the nominal size of the conduit. (C) Exposed vertical conduit shall be galvanized rigid metal, and reamed and couplings made tight. PVC conduit shall be joined by the solvent-weld method in accordance with the conduit manufacturer's recommendations. No reducer couplings shall be used unless specifically indicated on the plan sheet. (D) All conduit and fittings shall have burrs and rough places smoothed and shall be clean and free of obstructions before the cable is installed. Field cuts shall be made with a hacksaw only and shall be square and true so that the ends will butt or come together for the full diameter thereof. In no case shall a cutting torch be used to cut or join conduit. Slip joints or running threads will not be permitted for coupling conduit unless approved by the Inspector. When a standard coupling cannot be used, an approved union coupling shall be used and shall provide a water-tight coupling between the conduit. All couplings shall be properly installed to bring their ends of connected conduit together to produce a good rigid connection throughout the entire length of the conduit run. Where the coating on a rigid metal conduit run has been damaged in handling or installation, such damaged parts shall be thoroughly painted with rust preventive paint. Ends of conduits shall be capped or plugged until installation of the wire is complete. Upon request by the Inspector, the Contractor shall draw a full-size metal wire brush, attached by swivel joint to a pull tape, through the metal conduit to insure that the conduit is clean and free from obstructions. Conduits shall be placed in an open trench at a minimum 24 in. (600 mm) depth below the curb grade in the sidewalk areas, or 18 in. (450 mm)below the finished street grade in the street area. (E) Conduit placed for concrete encasement shall be secured and supported in such a manner that the alignment will not be disturbed during placement of the concrete. No concrete shall be placed until all of the conduit ends have been capped and all box openings closed. (F) PVC conduit, which is to be placed under existing pavement, sidewalks, and driveways, shall be placed by first providing a void through which the PVC conduit shall be inserted. The void may be made by either boring or jacking a mandrel. Heavy jacks are to be used for jacking. Use of water or other fluids in connection with the boring operation will be permitted only to lubricate cuttings. Water jetting will not be permitted. If it is determined by the Inspector that it is impractical to place the conduit by boring as outlined above due to unforeseen obstructions, written permission may be granted by the Traffic Services Manager of the Transportation and Public Works Department for the Contractor to cut the existing pavement. Pits for jacking and boring shall not be closer than 2 ft. (600 mm) to the back of the curb or the outside edge of the shoulder. The jacking and boring method used shall not interfere with the operation of streets, highways, or other facilities, and shall not weaken or damage any embankment structure,or pavement. (G) Backfill-Compaction&Density Test for All Ditchlines The Inspector shall be notified prior to commencing any backfill of all trench lines. All ditchlines within paving areas of existing and proposed streets and within 2 ft. (600 mm) back of curb are to be mechanically tamped. All tamping is to be density controlled to 90% standard proctor density at optimum moisture content and no greater than 5%optimum or less than 2%below optimum. All backfill material is to be select native material, 6 in. (150 mm) diameter clods and smaller. It is permissible to put backfill in 6 in. to 8 in. (150 mm to 400 mm) lifts with densities being taken for each 1 ft. (300 mm) of compacted material on offsetting stations of 50 ft. (15.9 M). (H) The Contractor shall provide adequately bent conduit and shall properly excavate so as to prevent damage to the conduit or conductor by abend radius that is too short. (I) All conduit runs shall be continuous and of the same material (metal only or PVC only). Where tying into existing conduit, the Contractor must continue with the same material(metal to metal or PVC to PVC). (J) Each length of galvanized rigid metal conduit, where used, shall be reamed and threaded on each end and couplings shall be made up tight. White-lead paint or equal shall be used on threads of all joints. Metal conduit and fittings shall have the burrs and rough places smoothed. Where the coating on a metal conduit run has been damaged in handling or installation, such damaged parts shall be thoroughly painted with rust preventive paint. 3.2.9 Existing Conduit (A) Prior to pulling cable in existing underground conduit, the conduit shall be cleaned with a mandrel or cylindrical wire brush and blown out with compressed air. If conduit appears to be blocked, the Contractor shall make an attempt to clear the conduit by rodding(the Contractor will not receive extra compensation for rodding). (B) If the existing conduit cannot be used, the Contractor may be required to repair and/or replace this conduit as directed by the Inspector. (C) The Inspector shall be notified prior to disconnection or removal of any existing cable. 3.3 Installation of Cable 3.3.1 General (A) Cables shall be installed in conduit unless indicated as an 'overhead" cable run. Conduit must be continuous, reasonably dry, completely free of debris, and without sharp projections, edges, or short bends. If required by the Inspector, the Contractor shall demonstrate that the conduit is dry and free of debris by pulling a swab and/or mandrel through the conduit. The conductors shall be installed in a manner so as to insure against harmful stretching of the conductors or damage to the insulation. Installation methods shall conform to the recommendations of the cable manufacturer. The Contractor shall furnish, at the request of the Traffic Services Manager a copy of the manufacturer's recommendations, which shall include methods of attaching pull cable, pulling tension per conductor size and per radius of conduit bend, and the type of lubricant to be used. (B) All cables in a given conduit run shall be pulled at the same time and the conductors shall be assembled to form one loop in such a manner that the pulling tension is equally distributed to all the cables. Long, hard pulls will necessitate the use of pulling eyes. For short runs, the cables may be gripped directly by the conductors by forming them into a loop to which the pull wire or rope can be attached. The insulation on each conductor shall be removed before the loop is formed. The method used will depend on the anticipated maximum pulling tension in each case. (C) In existing conduit where new cables are to replace existing cables, the exit cables may be used to pull in the new cables. At locations where new cables are to be added to existing cable runs, the existing cables shall first be pulled out, the new cables are to be added to the existing cables to form one cable pull. Installation and removal shall be done in such a way as to prevent damage to the existing and/or new cables. In the event of damage, the Contractor shall bear the responsibility of providing the material and labor for replacement of defective cables at no extra cost to the City. (D) All conduit nuns shall be measured accurately and precisely for determining cable lengths to be installed. Conduit measurement shall take place in the presence of the Inspector. The Inspector shall record all cable measurements and include the distances on an as-built drawing. In locations where new cables are to replace existing cables,the Contractor may use the removed cables as a measuring device to determine the lengths of the new cables to be installed. However, this does not relieve the Contractor of his responsibility to record accurate measurements of all cable lengths. (E) The manufacturer's recommended maximum pulling tensions shall not be exceeded under any circumstances. If so required by the Inspector, the Contractor shall insert a dynamometer in the pull wire as the cables are being pulled into the conduit to demonstrate that the maximum tensions are not being exceeded. The cable shall be fed freely off the reel into the conduit without making a reverse curve. At the pulling end, the pull wire and cables shall be drawn from the conduit in direct line with the conduit. Sheaves or other suitable devices shall be used as required to reduce any hazards to the cable during installation. The cables shall be adequately lubricated to reduce friction and further minimize possible damage. Such lubricants shall not be the grease or oil type used on lead sheathed cables, but shall be one of m several commercially available wire pulling compounds that are suitable for PVC sheathed cables. They shall consist of soap, talc,mica, or similar materials and shall be designed to have no deleterious effect on the cables being used. (G) Cables shall be neatly trained to their destinations. The Contractor shall adhere to the cable manufacturer's recommended values for the minimum bending radii to which cables may be bent for permanent training during installation. These limits do not apply to conduit bends, sheaves, or other curved surfaces around which these cables may be pulled under tension while being installed. Larger radius bends are required for such conditions. 3.3.2 Wire and Cable All wire and cable shall conform to the requirements shown in the plans, except wire and cable specifically covered by other items of this contract. 3.3.3 Circuit Control Wiring (A) Wiring for the contactor control cabinet shall consist of(1) power and field wires,(2) ground wires,(3)photo-controls and(5)contactor wires to their respective terminals in the cabinet. Wiring for the controller shall be completed as shown on the Street Luminaire Electrical Connection Details and in the instructions furnished with the controller by the manufacturer. (B) All field wiring in the contactor control cabinet shall be neatly installed. Incoming cables shall be trained to their destination and neatly lanced together. 3.3.4 Luminaire Wiring (A) Conductors shall run as follows: Four unbroken electrical cables shall run from the contactor to each pole pier for circuit lighting, or three electrical cables from the transformer connection to a single light standard. The size of the cable shall be #6 AWG for circuit control or #10 AWG for a single light,unless otherwise required on the street light plan sheets. (B) Each cable shall have the color jacketing as required on the Street Luminaire Electrical Connection Details. 3.3.5 Luminaire Wiring Two (2) #8 cables shall run from pole base up to the luminaire in each pole. All connections will be made above ground. The grounding conductor shall be connected to the ground lug in the pole hand hole. A 7 amp in-line fuse shall be required for the positive conductor in the base of the pole. 3.3.6 Terminals The ends of all stranded wires from the luminaires shall be twisted at least three turns and wire nut applied in the base of the lighting structure. 3.3.7 Splices (A) Splices are strictly prohibited inside conduit runs or ground boxes. All splices shall be made only at locations that are specified in the plans. (B) Splicing methods shall be in accordance with good electrical practice and the cable manufacturer's recommendations. All materials used shall be of high quality and specifically intended for this purpose. Cables shall be trained to their final position and cut to proper lengths. The cable's jacket and insulation shall be removed as required. In doing this, use proper care to �. insure against nicking the conductors. The connection shall be installed tightly and all burrs, rough edges, etc. shall be removed. If wire nuts are used to secure the connection, then only "Scotchlock" brand connectors shall be utilized. No more than four (4) wires shall be spliced together using "Scotchlock" connectors and the wires shall be twisted. If more than four (4) wires are connected, then a Kearney connector or mechanical clamp shall be used. All splices involving`gounding — conductors shall be made by twisting the cables together, applying solder then wrapping the connection with green electrical tape. Heating the connection with a direct flame will not be permitted for cable gauge less than #14. Care shall be used to protect the insulation when soldering. The entire surface shall be cleaned taking special care in cleaning the outside jacket in order to remove the wax finish. Then approved thermo-setting materials shall be used to provide a watertight seal. (C) The Inspector shall select at random at least five(5)splices to be thoroughly inspected. The Contractor shall, in the presence of the Inspector, sectionalize each selected splice to expose the various layers of materials and the connector. These splices shall be thoroughly checked for compliance to these special provisions. Each splice shall then be remade by the Contractor. This work shall not require extra payment, but is considered subsidiary to other items in the Contract. All of the splices selected for this inspection shall conform to the requirements of these special provisions. If any splices fail to meet these requirements, then ten more splices shall be selected at random by the Inspector for examination. 3.4 Grounding 3.4.1 There shall be a properly installed and connected ground rod for each controller cabinet, power drop and street light pole pier to reduce any extraneous voltage to a safe level. The ground rod shall be located so as to minimize the length of the grounding-conductor run. For pole-mounted cabinets a grounding rod and grounding conductor shall be installed at the nearest foundation or ground box. All grounding circuits shall be substantial and permanent and shall be electrically continuous with an ohms-to-ground resistance not to exceed 10 ohms when tested by volt-ohm-meter. 3.4.2 Grounding Connectors and Electrodes (A) When the location precludes driving a single ground rod to a depth of 8 feet(2.4 m), or when a multiple ground rod matrix is used to obtain the required resistance to ground, ground rods shall be spaced at least six feet apart and bonded by a minimum No. 6 AWG copper wire. (B) Connection of grounding circuits to grounding electrodes shall be by devices that will ensure a positive, fail-safe grip between the conductor and the electrode(such as lugs or pressure connectors). No splice joint will be permitted in the grounding conductor. -� (C) Each grounding rod shall be driven into the ground to a depth sufficient to provide the required resistance(10 ohms)between electrodes and ground. 3.5 Concrete Foundations for Lighting Structures 3.5.1 All foundations shall be staked by the contractor and approved by the Inspector prior to excavation. 3.5.2 Concrete foundations for street light structures shall be located so that the closest face is a minimum of 2 ft. (600 mm) from the face of the nearest vertical curb. The Contractor shall probe before excavating foundations to determine the location of utilities and structures. Foundations shall be paid for once, regardless of extra work caused by obstructions. The Contractor shall furnish all supplementary items necessary for proper foundation installation. 3.5.3 Excavation for all foundations shall be done in accordance with lines and depths indicated on the standard detail sheets of the plan set. All loose material shall be removed from the excavation before concrete is placed. Any water shall be removed by pumping or bailing. The use of explosives will not be permitted. 3.5.4 Foundations shall be constructed to the dimensions shown on the plans. The Contractor is required to make certain that the top of the finished foundation is level and formed. Anchor bolts and conduits shall be held rigidly in place by a template until the concrete is set. A mechanical vibrator shall be used for compacting and working the concrete. After the concrete has been placed and the top struck off, it shall be covered with wet cotton or burlap mats or other appropriate form of curing, for not less than 96 hours. All bracing and templates for anchor bolts shall remain in place for 96 hours after the concrete is poured. During that time, the anchor bolts and conduit shall not be subjected to any applied strain. Transformer bases shall not be installed on any foundations until approval has been given by the Inspector. 3.5.5 Backfill shall be tamped with mechanical tamps in 6 in. (150 mm) layers to the density of the surrounding ground. Where excavation is made in the roadway shoulder, the shoulder shall be replaced with material equal to the original composition. 3.5.6 All excavated material,not required for backfill, shall be promptly removed and disposed of by the Contractor, outside the limits of the project. The work site shall be kept clean and neat at all times. 3.5.7 No concrete shall be placed when the atmospheric temperature drops below 40° F (4° C) (temperature reading taken in the shade away from artificial heat) unless permission to do so is given by the Inspector. 3.5.8 Pole anchor bolts shall be aligned to be parallel to the tangent of the street curb that the pole is intended to serve. 3.5.9 Tubing used to form pole foundations shall not be visible and all exposed concrete shall be finished with vinyl concrete patch mix to provide a smooth quality finish with all voids filled and no aggregate exposed. The cost of the work shall be included in the unit bid price for this item. 3.6 Installation of Lighting Structures 3.6.1 The Contractor shall install all structures in accordance with the plans. Deviation from the plans because of physical obstructions, such as overhead utilities to fit a relocated foundation,shall be worked out with the Inspector and approved prior to installation. Poles shall have nuts and washers on top and bottom of the pole base plate. 3.6.2 Transformer bases for poles, if required, shall be leveled and tightly secured to the foundation before the structure is placed on the base. If shims are required for leveling,total shim height shall not exceed 1/2 in. (127 mm). Foundation anchor bolts shall extend a minimum of 1 in. (25.4 mm) through each nut in the base. 3.6.3 Except as modified herein, erection of lighting structures shall be in accordance with the applicable specifications and standards of the AISC Manual of Steel Construction. Erecting equipment shall be suitable for the work and shall be in proper working condition. Parts that cannot be assembled or fitted properly as a result of errors in fabrication or deformation due to handling or transportation shall be reported immediately to the Inspector. Straightening of plates and angles or other shapes shall be done by approval of the manufacturer. No corrections will be allowed that will void the manufacturer's warranty. A letter from the manufacturer approving the corrections shall be required or the material may be rejected by the Inspector. 3.6.4 The steel structure frame shall be lifted as shown in the manufacturer's specifications and all match marking shall be followed. Temporary bracing shall be used wherever necessary to support all loads to which the structure may be subjected, including equipment, operation, and material loading. Such bracing shall be left in place as long as may be required for safety. The various members, after being assembled, shall be aligned and adjusted accurately before being fastened. Fastening of splices on compression members shall be done after the abutting surfaces have been brought completely into contact. No welding or bolting shall be done until the structures have been properly aligned. 3.6.5 Bearing surfaces, and surfaces which will be in permanent contact with each other shall be cleaned before the members are assembled. Bearing plates shall be set in exact position and shall have a full and even bearing upon the concrete. As erection progresses,the work shall be bolted to take care of all dead load, wind and erection stresses. All erection bolts used in welded construction may be tightened securely and left in place. If removed, the holes shall be filled with plug welds. 3.6.6 Field bolting shall be in accordance with the requirements specified for shop fabrication. Untrue holes shall be corrected by reaming. Where the surface of a bolted part has a slope of more than 1:20, a beveled washer shall be used to compensate for the lack of parallelism. Bolt heads and nuts shall be drawn tight against the work with a suitable wrench not less than 15 inches long. Bolt heads shall be tapped with a hammer while the nut is being tightened. 3.6.7 Bolted parts shall fit solidly together when assembled and shall not be separated by gaskets or any other interposed compressible material. When assembled, all joint surfaces, including those adjacent to the bolt heads, nuts, or washers, shall be free of scale, except tight mill scale, and shall also be free of burrs, dirt, and other foreign material that would - prevent solid seating of the parts. Each fastener shall be tightened to at least the minimum bolt tension as recommended by the pole manufacturer using ASTM A325 or A490 bolts for the size of fastener used. Threaded bolts shall be tightened with properly calibrated wrenches or by the "tum-of-nut" method. Bolts may be installed without hardened washers when tightening takes place by the "tum-of-bolt" method. Any bolt tightened by the calibrated wrench method (or by torque control) shall have a hardened washer under the element (nut or bolt head) turned in to a point not closer than 7/8ths of the bolt diameter from the center of the washer. 3.6.8 Field Painting of Structures: Surfaces where the shop coat of paint has been damaged shall be retouched after installation. The cleaning, pretreatment, and priming of welds and the areas adjacent thereto shall be done promptly after the acceptance of the weld. Care shall be taken to properly mask signs and lantern glass to keep paint from splashing onto these components. Masking shall be removed after completion of the painting process. A sufficient number of paint coatings shall be applied to each structure to result in a . , uniform finish once completed. All structures shall be air blasted using high-pressure air to remove peeled paint and dust prior to application of new paint. The City shall supply upon request to the Inspector sufficient primer and enamel for field touch-up after installation. 3.6.9 Where poles and/or mast arms exist on raised foundations that are to be removed and installed on new foundations, the Contractor shall store these poles, arms, street lights, and wiring until they can be installed on their new foundations. 3.7 Installation of Luminaires .. 3.7.1 Luminaires shall be securely tightened immediately after the assembly has been installed. If any assembly is found to be loose or asymmetrical in any manner, the Contractor shall be required to remove and rebuild the street light head assembly to the satisfaction of the Inspector. 3.7.2 The Contractor shall mount luminaires level and plumb. 3.7.3 No exposed cable or wiring will be permitted. 4.0 PRESERVATION OF LANDSCAPING, SPRINKLER SYSTEMS, AND PRIVATE PROPERTY 4.1 The Contractor shall assume full responsibility for the preservation of existing landscaping (sod, shrubbery, trees, and etc.), sprinkler systems, and/or other private property at the site during the installation of items in this contract document. Damaged landscaping, sprinkler systems, and/or other private property shall be replaced within a reasonable time by the Contractor, at his own expense,to the satisfaction of the Inspector. 4.2 No trees or shrubbery shall be cut except upon the specific authority of the Inspector. 4.3 Removal of mailboxes in the way of construction requires 48 hours advance notice to the "" post office. 5.0 REMOVAL OF MISCELLANEOUS ITEMS 5.1 Removal and Salvaging of Existing Lighting Equipment 64 All salvage materials will be delivered by the Contractor to the City at a location designated by the Inspector. The Inspector, assisted by authorized representatives, will serve as the receiving agent for salvage material. The Contractor will ship and handle all salvage material in a manner so as to prevent damage to these items. Luminaires will be removed from poles prior to shipping. All screws will be tightened into their respective slots to prevent loss during shipping. The Inspector will identify existing damage to salvageable material and mark damaged items in the field before they are delivered to the City yard. If damage to material is the fault of the Contractor,he or she will have three (3)working days to make repairs or supply like items, at his/her expense, for damaged items. If the Contractor fails to repair or replace damaged items in said time, the City may charge the Contractor for the assessed value as determined by the City Traffic Engineer or designee. 5.2 Removal and Replacement of Curbs and Walks (A) Contractor shall secure permission from the Inspector before cutting into or removing any walks or curbs,which might be required during construction. �- (B) Where possible,dig under sidewalks. If the Contractor chooses to remove or cut the sidewalk, the concrete must be sawed and broken out and then restored to an equal or better condition than the original. 5.3 Removal of Foundations (A) All foundations subject to removal (as indicated on the plans) shall be razed to a level at least 12 inches below the ground surface if the foundation subject to removal is located within a sidewalk, the foundation shall be removed to a depth equal to or greater than the thickness of the walkway. Once the foundation is removed,the ground surface shall be restored to surrounding conditions. 5.4 Removal of Ground Boxes If the construction plans call for the removal of abandoned ground boxes, then the hole remaining from ground box removal shall be filled and the ground surface shall be restored to surrounding conditions. Any conduit elbows found in the ground box to be removed shall be cut back to a minimum of 12 inches below the natural ground surface. 6.0 SAMPLING AND TESTING 6.1 General Notes (A) Initial testing of all materials,construction items, or products incorporated in the work will be performed at the direction of the City and at the expense of the Contractor, including initial compaction and density tests deemed necessary in connection with the construction of embankment, backfill of structures, or excavation. (B) In the event that a material, construction item, product incorporated in the work, embankment, backfill, excavation or any other item tested, fails to satisfy the minimum requirements of the initial test described above, appropriate prove-out tests shall be made as directed by the Inspector to determine the extent of the failure and to verify that corrective measures have brought the item up to specification requirements. The cost of all testing necessary to determine the extent of the failure and the adequacy of the corrective measures shall be the responsibility of the Contractor. (C) The failure to require tests of materials by the Inspector shall in no way relieve the Contractor of his responsibility of furnishing materials conforming to these specifications. (D) Tests,unless otherwise specified, shall be made in accordance with the latest methods of the ASTM or other approved test methods. The Contractor shall provide such facilities, as the Inspector may require, for the collecting and forwarding of samples and shall not use the materials represented by the samples until tests have been made. The Contractor shall furnish adequate samples without charge. 6.2 Concrete All concrete materials,reinforcing steel, and preparation shall be in accordance with the requirements of the City of Fort Worth Standard Specifications for Street and Storm Drain Construction. 6.3 Cables (A) The Traffic Services Manager or designee may require that all cables be checked for insulation resistance upon installation and prior to termination. The tests shall be made with a test set operating at a minimum of 500 volts DC applied to the conductors. (B) Each conductor in the multi-conductor street light cables shall be tested for insulation resistance relative to each other and to the outer covering of the cable.The minimum acceptance value for insulation resistance shall be one meg-ohm. 7.0 WARRANTIES/GUARANTEES 7.1 The Contractor guarantees all work performed and materials furnished under this project for a period of twenty-four(24) months following the date of final acceptance. In addition, the Contractor shall furnish any normal manufacturer warranties with effective beginning dates the same as the date of the project acceptance. 7.2 All faulty equipment shall be repaired within 15 working days of the Contractor being notified. �,w 8.0 STREET LIGHT MAINTENANCE DURING CONSTRUCTION 8.1 While performing work under this contract, the Contractor bears the sole risk of loss for damages to or destruction of any lighting equipment or appurtenances on equipment that was not to be replaced or installed under this Contract but which was damaged or destroyed through the fault or negligent acts of the Contractor. The Contractor shall replace such damaged or destroyed equipment, etc., at no cost to the City, regardless of whether or not the damaged or destroyed equipment, etc., was a part of this contract or any warranties under this contract. The Contractor's responsibility shall cease under this paragraph upon written acceptance of a street lighting project by the City. 8.2 The Contractor's responsibility for full operation and maintenance of all lighting equipment shall begin when he starts any type of work which effects operations of existing lighting systems and shall extend through the period of final project acceptance. This maintenance responsibility includes existing cabling systems,existing lighting systems—including lamps, new controllers, new hardware, new cabling systems, and other hardware elements which are considered part of either the existing or the new lighting system. 8.3 It is recognized that the City may continue to make a first response to any trouble call. Action on such response will, however, be limited to determining the cause of the problem and notifying the contractor of the problem. Such action will in no way relieve the Contractor of his operation and maintenance responsibility. 8.4 The Contractor shall be required to notify the Inspector or Traffic Services Division at least 24 hours in advance of any planned change-outs or any other field repairs. 9.0 PERMITTING AND BARRICADE REQUIREMENTS 9.1 The Contractor shall be required to obtain a Street Use Permit from the Street Management Section of the Traffic Engineering Division, 311 W 10th St. A copy of typical traffic control set-up shall be supplied with the permit submittal request. (See attached Parkway Construction Standards for further information.) 9.2 If the Inspector discovers that the Contractor has failed to comply with applicable City ordainance, federal and state laws (by failing to furnish the necessary flagmen, warning devices, barricades, lights, signs, or other precautionary measures for the protection of persons or property), the Inspector may order such additional precautionary measures be taken to protect persons and property. 9.3 In addition, the Contractor shall be held responsible for all damage to work items and other public or private property due to the failure of warning devices, barricades, signs, lights, or other precautionary measures in protecting said property. Whenever evidence is found of such damage, the Inspector may order the damaged portion immediately removed and replaced by the Contractor at his expense. 9.4 Subject to the approval of the Inspector,portions of this project,which are not affected by or in conflict with the proposed method of handling traffic or utility adjustments, can be constructed during any phase. 9.5 Barricades and signs shall be placed in such a manner as to not interfere with the sight distance of drivers entering the street four driveways or side streets. To facilitate shifting, barricades and signs used in lane closures or traffic staging may be erected and mounted on portable supports. The design of these supports are subject to the approval of the Inspector. 9.6 The contractor shall provide and maintain flaggers at such points and for such periods of time as may be required to provide for the safety and convenience of public travel and contractor's personnel, and as shown on the plans or as directed by the Inspector. These flaggers shall be located at each end of the lane closure and shall be properly attired. The two flaggers shall be in two-way radio contact with each other at all times. Paddles will be required for this project. 9.7 The contractor will not be permitted to commence work on the road before sunrise and shall arrange his work so that no machinery or equipment shall be parked closer than 30 ft. (9.14M)to the traveled roadway after sunset except as authorized by the Inspector. 9.8 The contractor shall keep traveled surfaces used in his hauling operation clear and free of dirt or other material. 9.9 The use of rubber-tired equipment will be required for moving dirt and other materials along or across paved surfaces. 9.10 No lane closures on arterial class roadways will be allowed prior to 9:00 a.m. or after 4:00 p.m.,Monday thru Friday unless otherwise directed by the Inspector. 10.0 PAYMENT FOR FURNISHING AND INSTALLING CONTRACT ITEMS The unit bid price shall be full compensation for placing and testing all materials as well as use of equipment, tools, labor and incidentals necessary to complete the work. Portions of the work that have not been approved by the Inspector will not be considered complete and payment shall be withheld until the Contractor has completed the work to the satisfaction of the Inspector. 11.0 EXPERIENCE AND QUALIFICATIONS 11.1 The Bidder shall have a minimum of two years experience in the installation of lighting systems and shall provide with the bid response a minimum of three references with location(s)of work performed in the last 24 months. The locations provided shall include at least one street lighting project. The locations provided shall be within a 30-mile radius of the Fort Worth city limits. 11.2 The Bidder shall also provide with the bid response a list of equipment that will be used to install street lighting systems for the City of Fort Worth. 11.3 The Bidder shall also provide with the bid response a list of each major subcontractor (i.e. manufacturer or fabricator of street light structures, boring services, pier drilling services, etc.) that will participate in this project. If light structures are supplied by the Contractor on the job, then proof must be provided that the fabrication of the light structures were done in a plant certified to the American Institute of Steel Construction (AISC) category 1. (This certification must be presented prior to commencing production.) The City reserves the right to reject any and all subcontractors. 11.4 The City reserves the right to reject any and all bids and to waive formalities. w. Client#: 19061 REPUBELE ACORD- CERTIFICATE OF LIABILITY INSURANCE 11/16/05°"n"„' PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION USI Northern California ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 1670 Corporate Circle,#201 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR P ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.O. Box 4409 Petaluma, CA 94955-4409 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Travelers Property Casualty Co of Am 25674 Republic Electric INSURER B: Virginia Surety Company, Inc. 40827 371 Bel Marin Keys Blvd#200 INSURER C: Novato, CA 94949-5699 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR NSR DATE MMIDDIYY DATE MM/DDIYY A GENERAL LIABILITY DTEC0737X1065 04/21/05 04/21/06 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY DAMMIAGE S-E RENTED PREoccurrence) $500,000 CLAIMS MADE FRI OCCUR MED EXP(Any one person) $10,000 X Contr. Liab. PERSONAL 8 ADV INJURY $1,000,000 X OCP/)CCU GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG s2,000,000 POLICY X PRO LOC JECT A AUTOMOBILE LIABILITY DT810737X106 04/21/05 04/21/06 COMBINED SINGLE LIMIT $1,000,000 X ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ X HIRED AUTOS BODILY INJURY X NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE $ (Per accident) GARAGELIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR EICLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ B WORKERS COMPENSATION AND 1 CW50207600 10/01/05 10/01/06 )( WC STA IT OTH- 1 IER EMPLOYERS'LIABILITY E.L.EACH ACCICENT $1,600,000 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBEREXCLUDED? E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 OTHER " DESCRIPTION OF OPERATIONS!LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Cancellation: Except for 10 day notice for non-payment of premium. RE: Project#: TPW-TS-2005-0002-Freeway Lighting Equipment Maintenance/Service. The City of Fort Worth is named as Additional Insured per the attached GL endorsement. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION City of Fort worth DATE THEREOF,THE ISSUING INSURER WILL RR9AE;f(JdRnMAIL 3 n DAYS WRITTEN 1000 Throckmorton Street NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,J[D(r(bM4lRJ(1M=*A7G1Q NX Fort Worth,TX 76102 xrtRMRJOJ NAKXoaycRxJaJtW= ARM0anJrtorxRMr*XM1%"1tX33WMzJaRxxx XV3F 7@A'Ol'JEOnI 1x AUTHORI REPR SEN ATIVE ACORD 25(2001/08) 1 of 2 #S75844/M74241 S9GJM 0 AC RD CORPORATION 1988 IMPORTANT If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25-S(2001/08) 2 of 2 #S75844/M74241 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY BLANKET ADDITIONAL INSURED (CONTRACTORS OPERATIONS) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART COMMERCIAL GENERAL LIABILITY—CONTRACTORS COVERAGE PART 1. WHO IS AN INSURED — (Section II) is amended work" included in the "products-completed to include any person or organization you are re- operations hazard". quired to include as an additional insured on this 3. Subpart (1)(a) of the Pollution exclusion under policy by a written contract or written agreement Paragraph 2., Exclusions of Bodily Injury and in effect during this policy period and signed and Property Damage Liability Coverage (Section I — executed by you prior to the loss for which cover- Coverages) does not apply to you if the "bodily age is sought. The person or organization does injury" or "property damage" arises out of "your not qualify as an additional insured with respect to work" performed on premises which are owned or the independent acts or omissions of such person rented by the additional insured at the time "your or organization. The person or organization is work" is performed. only an additional insured with respect to liability caused by"your work"for that additional insured. 4. Any coverage provided by this endorsement to an additional insured shall be excess over any other 2. The insurance provided to the additional insured valid and collectible insurance available to the is limited as follows: additional insured whether primary, excess, con- a) In the event that the limits of liability stated in tingent or on any other basis unless a written the policy exceed the limits of liability required contract or written agreement in effect during this by a written contract or written agreement in policy period and signed and executed by you effect during this policy period and signed and prior to the loss for which coverage is sought executed by you prior to the loss for which specifically requires that this insurance apply on a coverage is sought,this endorsement shall be primary or non-contributory basis. When this in- limited to the limits of liability required by such surance is primary and there is other insurance contract or agreement. This endorsement available to the additional insured from any shall not increase the limits stated in Section source, we will share with that other insurance by III—LIMITS OF INSURANCE. the method described in the policy. b) The insurance provided to the additional in- 5. As a condition of coverage, each additional sured does not apply to "bodily injury", "prop- insured must: erty damage", "personal injury" or"advertising a.) Give us prompt written notice of any "occur- injury" arising out of an architect's, engineer's rence or offense which may result in a claim or surveyor's rendering of or failure to render and prompt written notice of"suit". any professional services including: b.) Immediately forward all legal papers to us, I. The preparing, approving or failing to cooperate in the defense of any actions, and prepare or approve maps, shop drawings, othervvise comply with policy conditions. opinions, reports, surveys, field orders, change orders, or drawings and specifi- c.) Tender the defense and indemnity of any nations; and claim or"suit"to any other insurer which also insures against a toss we cover under this II. Supervisory or inspection activities per- endorsement. This includes, but is not limited formed as part of any related architectural to, any insurer which has issued a policy of or engineering activities. insurance in which the additional insured c) This insurance does not apply to "bodily in- qualifies as an insured. For purposes of this jury" or "property damage" caused by "your requirement, the term "insures against" refers CG D2 48 10 02 Copyright, The Travelers Indemnity Company, 2002 Page 1 of 2 COMMERCIAL GENERAL LIABILITY to any self-insurance and to any insurer which with a defense and/or indemnity under that issued a policy of insurance that may provide policy of insurance. coverage for the loss, regardless of whether d.) Agree to make available any other insurance the additional insured has actually requested that the additional insured has for a loss we that the insurer provide the additional insured cover under this endorsement. a= Page 2 of 2 Copyright,The Travelers Indemnity Company, 2002 CG D2 48 10 02 010133 SECTION 12 CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW Pursuant to V.T.C.A. Labor Code §406.96 (2000), as amended, Contractor certifies that it provides workers' compensation insurance coverage for all of its employees employed on City of Fort Worth Department of Engineering No. N/A and City of Fort Worth Project No. TPW-TE-2003-00016. lZenu,bi ie_ uleC�ric CONTRACTOR By: _ Name: ��l�ll L•�A��ll'�, Title: PaN lJl1U + Date: 11 I �7 np5 STATE OF TEXAS § § COUNTY OF TARRANT § .�. Befor me, the undersigned authority, on this day personally appeared 1� . -, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowled a to V!:!_4t:q),xecured the same as the act and deed of C 1,7 fthe purposes and consideration therein expressed and in the capacity therein stated. Given Under My Hand and Seal of Office this day of MDVtm20 k_,V ImA=w - �(,P)A- Notary Publi in and for the S ate of Texas SECTION 13 EXPERIENCE RECORD List of projects your organization has successfully completed: Amount Of Contract Type of Work Date Accepted Name and Address of Owner Award Traffic Signal t 19Q3 +o COU 0C Mar in, FGtIhAGI 0 sovrtart 't f � lSp,000 s�ret�tigh+ �ta�n «52n+ p �% 12A A Qq 13 7raiC Si J gow -b Cly 9 Fos+er C q, S4an Cubo .tom Sk Vi h rose ItIZ i Rd. -k 9yyW ra-Kia igtt4l `LOOO 4o * Of 1 fU�MOXf, bavi�l San �m pO0 ,ti h-E` lser 4 39,55D Li 64537 3 COD FMAJaq u6hh #2D01 -}o MASS lhhey &0, &dlX 2-V 3 ID&Y PJa , siw , MA .o2)t to Caq of B ed rd M i crm!I.,Far,*+h List of projects your organization is now engaged in completing: 200b-5 Fomst Q++, mrd,-M 419021 Amount Of Contract Type of Anticipated Name and Address of Owner Award Work Date of Completion <4T�,+I Yr+ W44 oP A�t I tn, PUL Lug Ve I�I�4, 0(�D I 'Z�� I, f1' S . 4qo ` `4-1 q, LEb (;vb,r of Cesar land, 5oh� r4nu R.2ira i+ -+I'ZMOCo D ten r r TX 75Dl3 p < r2�4 I�qna I�F Qnopi n9 of EI k C`.rOVe, b L w rad n4�t n l CQ_ VCO AA1,VtA UA 1 Tra4i(-'Di Y*( MASS ,Ni K,aq N4*, Conn tb il m" 43q) WD NbiaW a nce, cl 12WU 1b Pare P lal a hg PAA 02i!to List Surety Bonds in force on above incomplete work: Date of Contract Award Type of Work Amount of Name and Address of Bond Bond Surety C-aou I and Pwr ormancf LVSs on b ha l�a ar+-�orQ re1nS(e� nwuunce, t II)gJg5 aft WX20 ur►xa.,(A MW 11+' C(—Maotc UAL an b",La - 4 }lar4- ct-t7'r � qyq% o 1040 COr orak Crile 42DI 6+ q4q94 Republic Electric Agency Description of Project Agency Contact Telephone Length of Person Number Contract w City of Allen John Baumgartner, 11/2005 to 305 Century Parkway Streetlight Maintenance Director of Dept.of (972)727-7561 1/2007 Allen,TX 75013 Engineering m City of Bedford Michael Griffith, 7/2005 to 2000-B Forest Ridge Dr. LED Retrofit (817)952-2149 Bedford,TX 76021 Facilities Manager 9/2005 City of Garland Paul Luedtke, 200 N.Fifth St. LED Retrofit Director of (972)205-2439 7/2005 to Transportation and present Allen,TX 75040 Operations City of Elk Grove Bob Lee 11/1/2002 to 8400 Laguna Palms Way Traffic Signal Maintenance (916)478-2227 Elk Grove,CA 95758 City Engineer present City of Foster City Traffic Signal&Streetlight Stan Workman2001 to go 610 Foster City Blvd. (650)286-3285 Foster City,CA 94404 Maintenance Public Works present City of Fremont Traffic Signal&Streetlight David Henderson, 2000 to Im 39550 Liberty Street (510)494-4757 Fremont,CA 94537 Maintenance Engineer II present Marin County Farhad Mansourian, Dept.of Public Works P.O.Box 4186 Streetlight Maintenance Director o Public Works (415)499-7580 res t- Civic Center &Director of California present San Rafael,CA 94913 Streetlight Assoc. Massachusetts Highway Department Streetlight Maintenance Edward Dudek (413)584-1611 7/2001 to 10 Park Plaza 2/2003 Boston,MA 02116 (817) 281-1900 Fax (817) 281-1980 5009 Thompson Terrace, Suite 103 0 Colleyville, TX 76034 BOSTON 9 DALLAS • LOS ANGELES 0 SACRAMENTO • SAN FRANCISCO SECTION 14 EQUIPMENT SCHEDULE List of Equipment owned by Bidder that is in serviceable condition and available for use: �I t0SL Spy- 41, AAO- Emii9ny,n-k Li Portions of work Bidder proposes to sublet in case of Award of Contracts including amount and type: Republic Electric EQUIPMENT AND TRUCK INVENTORY Year Make Model Special Equip Condition 1998 Chevy 3500 Stake Bed/Saw Truck Excellent 2003 Chevy 2500 LB Pick Up Excellent 2004 Chevy Silverado Pick Up Excellent 2005 Ford F450 Bucket/Alter AT235 Excellent 2005 Ford F450 Bucket/Alter AT235 Excellent 2005 Ford F450 Bucket/Alter AT235 Excellent 2000 Ford F450 SD Bucket/Alter TA35 Excellent 2001 Ford F450 SD Bucket/Alter TA35 Excellent -- 2001 Ford F450 SD Bucket/Alter TA35 Excellent 1999 Ford F800 Bucket/FMC-TA40 Excellent 2000 GMC 3500 HD Dump Truck Excellent Crane/Natlonal560C 15 Excellent 2000 GMC Ton 2001 Isuzu NPR Box Truck Excellent 1500 SB Ext. Pick Up Excellent 2003 Chevy Cab 4x4 2003 Chevy 2500 HD 4x4 Pick Up Excellent 1999 Chevy C3500 Utility Body Truck Excellent 2000 Chevy C3500 Dump Truck Excellent 1999 Chevy S10 Pick Up Excellent 2000 Ford Explorer Sport Utility Vehicle Excellent �- 2001 Ford F450 Bucket/Alter AT235 Excellent 2000 Ford F450 Bucket/Alter AT235 Excellent 1999 Ford F450 Bucket/Alter Excellent 2000 Ford F550 Bucket/ETI Excellent 2000 GMC 3500 HD Bucket/Versalift 7-89 Excellent 1999 GMC 3500HZ Bucket/Alter Excellent 1500 SB Ext. Pick Up Excellent 2003 Chevy Cab 1997 Chevy 350OHD Bucket/Versalift 6-85 Excellent 2001 Dodge Dakota Sport Pickup Excellent 2000Ford F450 Bucket/Alter AT235 Excellent 1999 Ford F450 Bucket/Alter Excellent (817) 281-1900 Fax (817) 281-1980 5009 Thompson Terrace, Suite 103 Colleyville, TX 76034 BOSTON • DALLAS • LOS ANGELES • SACRAMENTO • SAN FRANCISCO SECTION 15 MAINTENANCE BOND THE STATE OF TEXAS § Bond No. 57BCSDQ6126 COUNTY OF TARRANT § Premium: Included in issuance of Performance and Payment bond Bond issued in six identical counterparts KNOW ALL BY THESE PRESENTS: That REPUBLIC ELECTRIC ("Contractor'), as principal, and HARTFORD CASUALTY INSURANCE COMPANY a corporation organized under the laws of the State of INDIANA ('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 THREE HUNDRED SEVENTY-ONE THOUSAND FOUR HUNDRED THIRTY-THREE AND NO/'t00THS Dollars ($371.433.00 ), 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 this day entered into a written Contract with the City of Fort Worth, dated the 6TH of DECEMBER , 2005, a copy of which is hereto attached and made a part hereof,for the performance of the following described public improvements: FREEWAY LIGHTING EQUIPMENT MAINTENANCE/SERVICE the same being referred to herein and in said contract as the Work and being designated as project number(s) TPW-TS-2005-0002 and said contract, including all of the — specifications, conditions, addenda, change orders and written instruments-referred to therein as Contract Documents being incorporated herein and being made a part hereof; and, I WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work that it will remain in good repair and condition for and during a period of after the date of the final acceptance of the work by the City; and WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term of One Year ; and .� i � a N!� i 1� 9�1 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 City of Fort Worth Department of Engineering, 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, these presents shall be null and void, and have no force or effect. Otherwise, this Bond shall be and remain in full force and effect, and the City shall have and recover from Contractor and Surety damages in the premises as prescribed by said Contract. This obligation shall be a 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 SIX counterparts, each of which shall be deemed an original, this 6TH day of DECEMBER , A.D. REPUBLIC ELECTRIC E A L) Contractor By. Z. Secreta I Nam4"V1601-"V1601 L. Whije- V Title: Pre S i dLyt+ ATTEST: HARTFORD CASUALTY INSURANCE COMPANY (S E A LY Surety By. Secretary Name: KELLY HOLTEMANN Title: ATTORNEY-IN-FACT 33 NEW MONTGOMERY STREET SAN FRANCISCO, CA 94105 Address CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of CALIFORNIA County of SONOMA On. 12/6/05 before me, J.DE LUCA,NOTARY PUBLIC, personally appeared KELLY HOLTEMANN, ❑personally known to me -OR- ® proved to me on the basis of satisfactory evidence to be the person( whose name(s} is/w-& subscribed to the within instrument and acknowledged to me that 1wdshehh*executed the same in mer/tom authorized capacity(ies} and that by 'her/ signature( on the instrument the person(.✓:), or the entity upon behalf of which the person(} acted,'executed the instrument. W=SS my hand and official seal. J. DE LUCA U COMM.#1521691 r QNOTARY PUBLIC-CALIFORNIA n SONOMA COUNTY' -�+ --v .s- -� 4*'My Comm.Expiree Oct,24,2008 Signature of Notary �„ _�,.�i 'nJ°' '� �3� SSW 1�, 't'i, x f f+'c �t"d a+i,», ..,,. „-�, � 4'"J.�r�y� P w,� -�U e•�' �'��b I��' �` �K iy,1 � #s Y '':'�• Though the data below is not required by law,it may prove valuable to,persons relying on the document and c ould prevent fraudulent reattachment of this form CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ❑ INDIVIDUAL ❑ CORPORATE OFFICER MAINTENANCE BOND Document ❑ PARTNER(S) ❑ LIMITED TWO ® ATTORNEY-IN-FACT Number of Pages ❑ TRUSTEE(S) ❑ QUARDIAN/CONSERVATOR OTTER: DECEMM 6, 2005 •� Date SIGNER IS REPRESENTING: NAME OF PERSON(S)OR ENTITY(IES) HARTFORD CASUALTY INSURANCE COMPANY CA-iCw 24 Oroo) Obligee's/I nsu red's Name CITY OF FORT WORTH Obligee's/lnsured's Mailing Address 1000 THROCKMORTON STREET FORT WORTH, TX 76102 Bond/Policy Number ® 57BCSDQ6126 IMPORTANT NOTICE TO OBLIGEES/POLICYHOLDERS - TERRORISM RISK INSURANCE ACT OF 2002 You are hereby notified that, under the Terrorism Risk Insurance Act of 2002, effective November 26, 2002, we must make terrorism coverage available in your bond/policy. However, the actual coverage provided by your bond/policy for acts of terrorism, as is true for all coverages, is limited by the terms, conditions, exclusions, limits, other provisions of your bond/policy, any endorsements to the bond/policy and generally applicable rules of law. Any terrorism coverage provided by this bond/policy is partially reinsured by the United States of America under a formula established by Federal Law. Under this formula, the United States will pay 90% of covered terrorism losses exceeding a statutorily-established deductible paid by sureties/insurers until such time as insured losses under the program reach $100 billion. If that occurs, Congress will determine the procedures for, and the source of, any payments for losses in excess of $100 billion. The premium charge that has been established for terrorism coverage under this bond/policy is either shown on this form or elsewhere in the bond/policy. If there is no premium shown for terrorism on this form or elsewhere in the bond/policy, there is no premium for the coverage. l' Terrorismpremium: $0 Form B-3333-0 Page 1 of 1 © 2002, The Hartford Direct lnquirieslClaims to: THE HARTFORD POWER OF ATTORNEY 690ASYOLUMAVENUE HARTFORD,CONNECTICUT 06115 call.•888-266-3488 orfax.860-787-5835 KNOW ALL PERSONS BY THESE PRESENTS THAT: Agency Code: 57-111140 Hartford Fire Insurance Company,a corporation duly organized under the laws of the State of Connecticut Hartford Casualty Insurance Company,a corporation duly organized under the laws of the State of Indiana 0 Hartford Accident and Indemnity Company, a corporation duly organized underthe laws of the State of Connecticut Hartford Underwriters Insurance Company,a corporation duly organized under the laws of the State of Connecticut Twin City Fire Insurance Company,a corporation duly organized under the laws of the State of Indiana Hartford insurance Company of Illinois,a corporation duly organized under the laws of the State of Illinois Hartford Insurance Company of the Midwest,a corporation duly organized under the laws of the State of Indiana Hartford Insurance Company of the Southeast,a corporation duly organized under the laws ofthe State of Florida having their home office in Hartford, Connecticut, (hereinafter collectively referred to as the'Companies')do hereby make, constitute and appoint, up to the amount of unlimited. Lawrence J. Coyne, Goran G.E. Ryn, Kelly Holtemann, Joan DeLuca of Petaluma, CA their true and )awful Attomey(s)-in-Fact, each in their separate capacity if more than one is named above, to sign its name as surety(ies) only as delineated above by ®, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof,on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on July 21, 2003 the Companies have caused these presents to be signed by its Assistant Vice President and its corporate seals to be hereto affixed,duly attested by its Assistant Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies,the Companies hereby unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attorney. ?��n•�� p„v+srauarr �a: 4,ais1t�rJ► 'Y�ca.+r.,M4` a c�p°a►t [. :{.en•t.•r : ► 1Q a Y M' s� �F= 9}tr-'wdtof't 8` YYe r � _: � � i'`aall[hW�4 aeu,M► E��a'•2B T 9f+s t t?79 S* - ,4 1!'379 • �Q�'agsiCl9�' '..•rw �A'.Fla ° * ��+alto�5 'hsnf'' ti7�.. �t ,Q of• f)A-� u, Paul A.Bergenholtz,Assistant Secretary David T.Akers,Assistant Vice President STATE OF CONNECTICUT ss. Hartford COUNTY OF HARTFORD On this 4th day of August,2004, before me personally came David T.Akers,to me known,who being by me duly sworn, did depose and say: that he resides in the County of Hampden, Commonwealth of Massachusetts;that he is the Assistant Vice President of the Companies, the corporations described in and which executed the above instrument; that he knows the seals of the said corporations;that the seals affixed to the said instrument are such corporate seals;that they were so affixed by authority of the Boards of Directors of said corporations and that he signed his name thereto by like authority. 0 71QfAht� * Scott E.Paseka Notary Public CERTIFICATE My Commission Expires October 31,2007 I,the undersigned,Assistant Vice President of the Companies, DO HEREBY CERTIFY that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies,which is still in full force effective as of DECEMBER 6, 2005 "^ Signed and sealed at the City of Hartford.5�9 �. . c �wryt �. -wB i 16 C7 �^. : e . >: • t� ;g • j"> �o k 8' 0.-7 �4`'� � .�r" `�ti.•ra`� h�rya . } '4w�t: aN..a• ���,,, Gary W.Sturnpp}er,Assistant Vice President Aft d InAA SECTION 16 PERFORMANCE BOND THE STATE OF TEXAS § Bond No: 57BCSDQ6126 COUNTY OF TARR.ANT § Premium: $6,571.00 Bond issued in six identical counterparts KNOW ALL BY THESE PRESENTS: That we, (1) REPUBLIC ELECTRIC as Principal herein, and (2) HARTFORD CASUALTY INSURANCE COMPANY , a corporation organized under the laws of the State of (3) INDIANA , 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 Worth, a municipal corporation located in Tarrant and Denton Counties, Texas, Obligee herein, in the sum of THREE HUNDRED SEVENTY ONE THOUSAND FOUR HUNDRED THIRTY-THREE AND NO/100THS Dollars ($371,433.00) for the payment of which sum we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. M WHEREAS, Principal has entered into a certain written contract with the Obligee dated the 6TH day of DECEMBER , 2005 , a copy of which is attached hereto and made a part hereof for all purposes, for the construction of FREEWAY LIGHTING EQUIPMENT MAINTENANCE / SERVICE PROJECT NO. TPW-TS-2005-0002 "THIS BOND COVERS WORK PERFORMED DURING THE CONTRACT TERM DECEMBER 6, 2005 AND SHALL TERMINATE DECEMBER 5, 2006 ONLY AND DOES NOT INCLUDE ANY WORK PERFORMED "-" DURING SUBSEQUENT RENEWALS OR EXTENSIONS OF THE CONTRACT." 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 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 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 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 DECEMBER , 2005 . REPUBLIC ELECTRIC PRINCIP L ATTEST: By: � Name: 1A .0 L. WhI k (Prineip I) re ary P2g1 d� Title: (S E A L) Address: 5009 THOMPSON TERRACE,STE 103 COLLEYVILLE, TX 76034 . . Wit ess as to Principal HARTFORD CASUALTY INSURANCE ., COMPANY SURETY ATTEST: By: ,/` ( ( _ Name: KELLY HOLTEMANN Secretary Attorney in Fact (S E A L) Address: 33 NEW MONTGOMERY STREET SAN FRANCISCO, CA 94105 Witness as to Surety Telephone Number: (800)248-5999 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 Attomey-in-Fact. The date of bond shall not be prior to date of Contract. CALHFORNIA ALL-PURPOSE ACKNOV LEDGMENT State of CALIFORNIA County of SONOMA On 12/6/05 before me, J.DE LUCA,NOTARY PUBLIC, personally appeared KELLY HOLTEIVIANN, ❑personally Down to me -OR- ® proved to me on the basis of satisfactory evidence to be the person( whose name* is/aye subscribed to the within instrument and aclmowledged to me that Lelshe/tbe*executed the same in cher/tom authorized capacity(iesj and that by N*herh signature(a) on the instrument the person(s),or the entity upon behalf of which the person(} acted,'executed the instrument. WITNESS my hand and official seal. j. DE LUCA COMM. #1521691 K NOTARY PUBLIC-CALIFORNIA n SONON01A COUNTY -1 My Comm.Expires Oct.24,2008 y Signature of Notary r �fS'i�*�t�vttc:^�kj�4�tf$�''"Inl biC.k�rf ��nYd1i'k'"f �tljx� �T���rq•�'3n� Ynt 9Nr k4SY�,+a�hMl '1iS 3s:N[�,C� S�rxti�3"`„t�'a*+t^+'�* �ir9£u',v,i.y Though the data below is not required by law,it may prove valuable to.persons relying on the document and could prevent fraudulent reattachment of this form CAPACITY CLAIIYIT:D BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ❑ INDIVIDUAL "I ❑ CORPORATE OFFICER PERFORMANCE BOND Document ❑ PARTNER(S) ❑ LIMITED T WO ® ATTORNEY-IN-FACT Number of Pages ❑ TRUSTEE(S) �' ❑ GUARDIAN/CONSERVATOR OTHER: DECEMBER 6, 2005 .�. Date SIGNER-IS REPRESENTING: NAME OF PERSON(S)OR ENTITY(IES) HARTFORD CASUALTY INSURANCE COMPANY CA-ICW 24(7/00) Obligee's/Insured's Name CITY OF FORT WORTH Obligee's/Insured's Mailing Address 1000 THROCKMORTON STREET FORT WORTH, TX 76102 Bond/Policy Number 57BCSDQ6126 IMPORTANT NOTICE TO OBLIGEES/POLICYHOLDERS - TERRORISM RISK INSURANCE ACT OF 2002 You are hereby notified that, under the Terrorism Risk Insurance Act of 2002, effective November 26, 2002, we must make terrorism coverage available in your bond/policy. However, the actual coverage provided by your bond/policy for acts of terrorism, as is true for all coverages, is limited by the terms, conditions, exclusions, limits, other provisions of your bond/policy, any endorsements to the bond/policy and generally applicable rules of law. Any terrorism coverage provided by this bond/policy is partially reinsured by the United States of America under a formula established by Federal Law. Under this formula, the United States will pay 90% of covered terrorism losses exceeding a statutorily-established deductible paid by sureties/insurers until such time as insured losses under the program reach $100 billion. If that occurs, Congress will determine the procedures for, and the source of, any payments for losses in excess of$100 billion. The premium charge that has been established for terrorism coverage under this bond/policy is either shown on this form or elsewhere in the bond/policy. If there is no premium shown for terrorism on this form or elsewhere in the bond/policy, there is no premium for the coverage. Terrorismpremium: $0 Form B-3333-0 Page 1 of 1 © 2002, The Hartford Direct inquiries/Ciaims to: THE HARTFORD POWER QF ATTORNEY 690ASYOLUMAVENUE HARTFORD,CONNECTICUT 06115 call.888-266-3488 or fax:860-757-5835 KNOW ALL PERSONS BY THESE PRESENTS THAT: Agency Code: 57-111140 X� Hartford Fire Insurance Company, a corporation duly organized under the laws of the State of Connecticut X� Hartford Casualty Insurance Company,a corporation duly organized under the laws of the State of Indiana t ^ a Hartford Accident and Indemnity Company,a corporation duly organized under the laws of the State of Connecticut Hartford Underwriters Insurance Company,a corporation duly organized under the laws of the State of Connecticut Twin City Fire Insurance Company,a corporation duly organized under the laws of the State of Indiana Hartford insurance Company of Illinois, a corporation duly organized under the laws of the State of Illinois Hartford Insurance Company of the Midwest,a corporation duly organized under the laws of the State of Indiana Hartford insurance Company of the Southeast,a corporation duly organized under the laws of the State of Florida having their home office in Hartford, Connecticut, (hereinafter collectively referred to as the"Companies")do hereby make, constitute and appoint, up to the amount of unlimited. Lawrence J. Coyne, Goran G. E. Ryn, Kelly Holtemann,Joan DeLuca of Petaluma, CA their true and lawful Attomey(s)-in-Fact, each in their separate capacity if more than one is named above,to sign its name as surety(ies)only as delineated above by ®, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof,on behalf of the Companies in their business of guaranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed bylaw. In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on July 21, 2003 the Companies have caused these presents to be signed by its Assistant Vice President and its corporate seals to be hereto affixed, duly attested by its Assistant Secretary. Further,pursuant to Resolution of the Board of Directors of the Companies,the Companies hereby unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attorney. �truk �ppV°'pc9E) + ,;0_T ���,o+� =a7.� � "W+�11114N�rs` '#r• . v PSn Paul A.Bergenholtz,Assistant Secretary David T.Akers,Assistant Vice President STATE OF CONNECTICUT ss. Hartford COUNTY OF HARTFORD ))) -" On this 4th day of August,2004, before me personally came David T.Akers, to me known,who being by me duly swom, did depose and say: that he resides in the County of Hampden, Commonwealth of Massachusetts; that he is the Assistant Vice President of the Companies, the corporations described in and which executed the above instrument; that he knows the seals of the said corporations;that the seals affixed to the said instrument are such corporate seals;that they were so affixed by authority of the Boards of Directors of said corporations and that he signed �. his name thereto by like authority. ��A ` � " Scott E.Paseka Notary Public CERTIFICATE My Commission Expires October 31,2007 1,the undersigned,Assistant Vice President of the Companies, DO HEREBY CERTIFY that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies,which is still in full force effective as of DECIIKBER 6, 2005 Signed and sealed at the City of Hartford. tr tj. � a MktrrKceccxril� +•btlhw� :.� tp'f9 --i i.,t tj►79 re 5 1 • !r r'�^ ��'W.��• -�a'. ct�+� a * ``k q`it .•i- a 7 Gary W.Stumper,Assistant Vice President nns Inne SECTION 17 PAYMENT BOND THE STATE OF TEXAS § Bond No. 57BCSDQ6126 COUNTY OF TARRANT § Premium: (Included) Bond issued in six identical counterparts KNOW ALL BY THESE PRESENTS: That we, (1) REPUBLIC ELECTRIC as Principal herein, and (2) HARTFORD CASUALTY INSURANCE COMPANY , a corporation organized and existing under the laws of the State of (3) INDIANA, as surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation located in Tarrant and Denton Counties, Texas, Obligee herein, in the amount of THREE HUNDRED SEVENTY-ONE THOUSAND FOUR HUNDRED THIRTY-THREE AND NO/100THS Dollars ($371,433.00) 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 DECEMBER, 2005, 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: FREEWAY LIGHTING EQUIPMENT MAINTENANCE & SERVICE PROJECT NO. TPW-TS-2005-0002 "THIS BOND COVERS WORK PERFORMED DURING THE CONTRACT TERM DECEMBER 6,2005 AD SHALL TERMINATE DECEMBER 5, 2006 ONLY AND DOES NOT INCLUDE ANY WORK PERFORMED DURING SUBSEQUENT RENEWALS OR EXTENSIONS OF THE CONTRACT." 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 DECEMBER ,2005. �. REPUBLIC ELECTRtC PRINCI L ATTEST: ` By: `C Name: .fade. L. W ('k (Pfineja 1) retary ,�, . f Title: ` he5I'dn- =s . _ (S'-1E A L _ _ Address: 5009 THOMPSON TERRACE,STE 103 COLLEYVILLE, TX 76034 itnV�V ness as tob6rincipDal HARTFORD CASUALTY INSURANCE COMPANY SURETY ATTEST: By: Name: KELLY HOLTEMANN Peeretaxy - Attorney in Fact (SS-E At) Address: 33 NEW MONTGOMERY STREET SAN FRANCISCO, CA 94105 Witness as lo Surety Telephone Number: (800) 248-5999 NOTE: (1) Correct name of Principal (Contractor). (4) Correct name of Surety. (5) 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. CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of CALIFORNIA County of SONOMA On 12/6/05 before me, J.DE LUCA,NOTARY PUBLIC, personally appeared KELLY HOLTEM.ANN, ❑personally known to me -OR- ® proved to me on the basis of satisfactory evidence to be the person(s} whose name(e} is/am subscribed to the within instrument and acknowledged to me that lWshe/the*executed the same in-e/herh authorized capacity(i*, and that by bj&her/t signature(0 on the instrument the person(&),or the entity upon behalf of which the person(4 acted,'executed the instrument. WITNESS my hand and official seal, J. DE LUCA UCOMM.#1521691 K NOTARY PUBLIC-CALIFORNIA n SONOMA COUNTY My Comrh.expime Oct.tar 2006 Signature of Notary 1� ��� tir�j�� kr.f�S'�tl�'�7p21n���y��'1`J�S��ST11��a�{'���'g£h�''����74.�k s •. ;��r�'�s�'hx- u�3+ �t;: 't'��J� +E .�.r���r �I�Yi� ��" tsA vn"5'a?'� Though the data below is not required by law,it may prove valuable to,persons relying on the document and could prevent fraudulent reattachment of this form CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ❑ INDIVIDUAL ❑ CORPORATE OFFICER PA)NIETTT BOND Document ❑ PARTNER(S) ❑ LUv=D TWO ® ATTORNEY-IN-FACT Number of Pages ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR OTHER: T*rym e, 2005 ®► Date SIGNER IS REPRESENTING: NAME OF PERSON(S)OR ENTITY( S) HARTFORD CASUALTY INSURANCE COMPANY CA-icw 24(7100) Obligee's/Insured's Name CITY OF FORT WORTH Obligee's/Insured's Mailing Address 1000 THROCKMORTON STREET FORT WORTH,TX 76102 Bond/Policy Number 57BCSDQ6126 IMPORTANT NOTICE TO OBLIGEES/POLICYHOLDERS - TERRORISM RISK INSURANCE ACT OF 2002 You are hereby notified that, under the Terrorism Risk Insurance Act of 2002, effective November 26, 2002, we must make terrorism coverage available in your bond/policy. However, the actual coverage provided by your bond/policy for acts of terrorism, as is true for all coverages, is limited by the terms, conditions, exclusions, limits, other provisions of your bond/policy, any endorsements to the bond/policy and generally applicable rules of law. Any terrorism coverage provided by this bond/policy is partially reinsured by the United States of America under a formula established by Federal Law. Under this formula, the United States will pay 90% of covered terrorism losses exceeding a statutorily-established deductible paid by sureties/insurers until such time as insured losses under the program reach $100 billion. If that occurs, Congress will determine the procedures for, and the source of, any payments for losses in excess of $100 billion. The premium charge that has been established for terrorism coverage under this bond/policy is either shown on this form or elsewhere in the bond/policy. if there is no premium shown for terrorism on this form or elsewhere in the bond/policy, there is no premium for the coverage. Terrorismpremium: $0 - Form B-3333-0 Page 1 of 1 © 2002, The Hartford Direct Inquiries/Claims to: THE HARTFORD POWER OF ATTORNEY 690ASYOLUMAVENUE HARTFORD,CONNECTICUT-06115 call 888-266-3488 orfax:860-757-5835 KNOW ALL PERSONS BY THESE PRESENTS THAT: Agency Code: 67-111140 Hartford Fire Insurance Company,a corporation duly organized under the laws of the State of Connecticut Hartford Casualty Insurance Company,a corporation duly organized under the laws of the State of Indiana Hartford Accident and Indemnity Company,a corporation duly organized under the laws ofthe State of Connecticut -` Hartford Underwriters Insurance Company,a corporation duly organized under the laws of the State of Connecticut Twin City Fire Insurance Company,a corporation duly organized under the laws of the State of Indiana Q Hartford insurance Company of Illinois, a corporation duly organized under the laws of the State of Illinois Hartford Insurance Company of the Midwest,a corporation duly organized under the laws of the State of Indiana Hartford Insurance Company of the Southeast,a corporation duly organized under the laws of the State of Florida having their home office in Hartford, Connecticut, (hereinafter collectively referred to as the'Companies')do hereby make, constitute and appoint, up to the amount of unlimited. Lawrence J. Coyne, Goran G.E. Ryn, Kelly Holtemenn, Joan DeLuca Of Petaluma, CA their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign its name as surety(ies) only as delineated above by ®, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof,on behalf of the Companies in their business of guaranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on July 21, 2003 the Companies have caused these presents to be signed by its Assistant Vice President and its corporate seals to be hereto affixed,duly attested by its Assistant Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies,the Companies hereby unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attorney. o � ''•,,. r`:c..nurr.�' :_ tQar " :� =� �s���ly; ,��o•row:.e,. �"r.� g - 9 41 iea7 :� • � _ • _1 g re '"�" r 4b.< yj$ I'`ranirncv1 • ��eWM► 't4;�;X8?9 a€ �} XX8-70/ ° 1 74 • F +'�mrSC•\�"• �hr.rN d ,yr.4:4��y • * b�+ufloHr 'nen4t• oc- Paul A.Bergenholtz,Assistant Secretary David T.Akers,Assistant Vice President STATE OF CONNECTICUT Hartford COUNTY OF HARTFORD On this 4th day of August,2004, before me personally came David T.Akers,to me known, who being by me duly sworn, did depose and say: that he resides in the County of Hampden, Commonwealth of Massachusetts;that he is the Assistant Vice President of the Companies, the corporations described in and which executed the above instrument;that he knows the seals of the said corporations; that the seals affixed to the said instrument are such corporate seals;that they were so affixed by authority of the Boards of Directors of said corporations and that he signed his name thereto by like authority. " Scott E.Paseka Notary Public CERTIFICATE My Commission Expires October 31,2007 I,:the undersigned,Assistant Vice President of the Companies, DO HEREBY CERTIFY that the above and foregoing is a true and correct copy of the Power of Attomey executed by said Companies,which is still in full force effective as of DECEMBER 5, 2005 Signed and sealed at the City of Hartford. Vy�k �gb�r+rpfr �,eti �pr�MyMr•d•.Y. 01 *� �'`��a`e;:. �w:•.,.vg'_'C�$ �!',i:��.s+f �.. sQ•a r ri �i.�te79fy4,����� #'"�l=a�X�BpmyTorQ•'�+ ' � .~ �111w �r�\,11LCIR��7M4tT fO T • � �+w,+e4�inroµ+„"/� 'yno�' �lrr Gary W.Stumper,Assistant Vice President vn a')Arte SECTION 18 CITY OF FORT WORTH STANDARD CONTRACT L �o AA1F CITY OF FORT WORTH, TEXAS CONTRACT THE STATE OF TEXAS KNOW ALL MEN BY THESE PRESENTS: COUNTY OF TARRANT This Contract ("Contract") is entered into as of the 24th day of January, 2006, by the City of Fort Worth, a home-rule municipal corporation located in Tarrant, Wise and Denton Counties, Texas (the "Owner"), by and through Marc A. Ott, its duly authorized Assistant City Manager, and Republic Electric, Inc. ("Contractor"). The Owner and the Contractor are sometimes hereinafter collectively referred to as the "Parties"or individually as a "Party". WITNESSETH: The Parties have agreed as follows: 1. General 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, Contractor hereby agrees with Owner to commence and complete the construction and maintenance of certain improvements described as follows: FREEWAY LIGHTING EQUIPMENT MAINTENANCE/SERVICE Designated as project number, TPW-TS-2005-0002 2. Scope & Contract Documents That the work herein contemplated shall consist of furnishing as an independent contractor all labor, tools, appliances and materials necessary for the construction and completion of said project in accordance with all the Plans, Specifications and Contract Documents prepared by the Transportation and Public Works Department of the City of Fort Worth adopted by the City Council of the City of Fort Worth, which Plans, Specifications and Contract Documents are hereto attached and made a part of this Contract the same as if written herein. 3. Commencement The Contractor hereby agrees and binds itself to commence the construction of said work within ten (10) days after being notified in writing to do so by the Transportation and Public Works Department of the City of Fort Worth. 4. Completion The Contractor hereby agrees to prosecute said work with reasonable diligence after the commencement thereof and to fully complete and finish the same ready for the inspection and approval of the Transportation and Public Works Department of the City of Fort Worth and the City Council of the City of Fort Worth within the time prescribed by each work order, plus any additional time allowed as provided in the General Conditions of the Contract Documents. 5. Fiscal Funding Limitation In the event that no funds or insufficient funds are appropriated and budgeted or are otherwise unavailable by any means whatsoever in any fiscal period for payments due under this Contract, then the Owner will immediately notify Contractor of such occurrence and this Contract shall be terminated on the last day of the fiscal period for which appropriations were received without penalty or expense to the Owner of any kind whatsoever, except to the portions of annual payments herein agreed upon for which funds shall have been appropriated and budgeted or are otherwise available. Provided, however, that this Section is not intended to grant to the Owner an independent ground for termination of this Contract separate and apart from any grounds for termination for non-appropriation or non-availability of funds which would be provided to Owner by reason of Tex. Constit. Ann. Art. 11, Sec. 5 and 7. -- 6. Renewal The Owner and Contractor may, upon mutual consent, extend the contract for one additional three year period upon written request of the Contractor presented not later than six months prior to the expiration date of this Contract. Provided, however, any renewal or extension shall be subject to the terms of the Fiscal Funding Limitation set forth in Section 5 of this Contract. 7. Rate Adjustment The rates may be adjusted annually based on % of the previous calendar year's Consumer Price Index (CPI) for the south urban region as published by the US Bureau of Labor Statistics. If agreement regarding the rate cannot be reached, this Contract is terminated at the end of the current contract period. 8. Liquidated Damages If the Contractor should fail to complete the work as set forth in the Plans, Specifications and Contract Documents within the time so stipulated, plus any additional time allowed as provided in the General Conditions, there shall be deducted from any monies due or which may thereafter become due him, the sum I of $ 120.00 per working day, not as a penalty but as liquidated damages, the Contractor and its Surety shall be liable to the Owner for such deficiency. 9. Performance Should the Contractor fail to begin the work herein provided for within the time herein fixed or to carry on and complete the same according to the true meaning of the intent and terms of said Plans, Specifications and Contract Documents, then the Owner shall have the right to either demand the surety to take over the work and complete the same in accordance with the Contract Documents or 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 Owner shall exceed the contract price or prices set forth in the said Plans and Specifications made a part hereof, the Contractor and/or its Surety shall pay said Owner on demand in writing, setting forth and specifying an itemized statement of the total cost thereof, said excess cost. 10.Indemnification & Claims Contractor covenants and agrees to indemnify Owner'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 ne_gli_gence or alleged neoli_gence 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 ne_Agence or alleged ne_oligence 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. 11. Bonds The Contractor agrees, upon the execution of this Contract, and before beginning work, to make, execute and deliver to Owner good and sufficient surety bonds for the faithful performance of the terms and stipulations of the Contract and for the payment to all claimants for labor and/or materials furnished in the prosecution of the work, and for the maintenance of work performed. Such bonds being as provided and required in Texas Government Code Section 2253, as amended, in the form included in the Contract Documents, and such bonds shall be One Hundred Percent (100%) of the total contract price, and the said surety shall be a surety company duly and legally authorized to do business in the State of Texas, and acceptable to the City Council of the City of Fort Worth. Said payment and performance bonds shall be for one year periods, and said maintenance bond shall be for two year periods. All bonds shall be renewed annually for the duration of the Contract and any extensions. This Contract shall terminate if Contractor fails to provide Owner with renewed payment, performance, and maintenance bonds before the expiration of the then current payment, performance, and maintenance bonds. 12. Amount Said Owner agrees and binds itself to pay, and the said Owner 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. Payment will be made in monthly installments upon actual work completed by Contractor and accepted by the Owner and receipt of invoice from the Contractor. The agreed upon annual contract amount shall be: Three Hundred and seventy-one Thousand, Four Hundred and Thrity-three Dollars and No Cents $ 371,433.00 13. Assignment 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 Director of the Transportation and Public Works Department. 14. Minimum Wages 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 copies verbatim herein. 15. Insurance The Contractor shall procure and shall maintain during the life of this contract insurance as specified in the Special Instructions to Bidders of the Contract Documents. 16. Law It is mutually agreed and understood that this Contract is made and entered into 5 by the Parties hereto with references to the existing Charter and Ordinances of the City of Fort Worth and the laws of the State of Texas with references to and governing all matters affecting this Contract, and the Contractor agrees to fully comply with all the provisions of the same. (REMAINDER OF PAGE INTENTIONALLY LEFT BLANK) IN WITNESS THEREOF, the parties hereto have made and executed this agreement in multiple originals the day and year first above written, in Fort Worth, Tarrant County, Texas. ATTFST: CITY OF FORT WqRTH 13 , Marty Hendrix `KAarc A. tt City Secretary Assistant City Manager APPROVED AS TO FORM RECOMMENDED AND LEGALITY Amy J. s y �,. Robert Goode, Director Assists City Attorney Transportation & Public Works ATTEST: CONTRACTOR Republic Electric, Inc. By. Title: V Contract authorization► Decub City of Fort Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 12/6/2005 DATE: Tuesday, December 06, 2005 LOG NAME: 20FRWYLGHT REFERENCE NO.: 'C-21175 SUBJECT: Authorize Execution of Contract with Republic Electric for Rehabilitation and Maintenance of Freeway Lighting RECOMMENDATION: It is recommended that the City Council: 1. Authorize the City Manager to execute a five-year contract with a fiscal funding out clause with one three-year renewal option that includes a fiscal funding out clause with Republic Electric in the estimated annual amount of$371,433.00 for the rehabilitation and the routine maintenance of freeway lighting; and 2. Authorize the rates to be adjusted annually based on Y2 of the previous calendar year's Consumer Price Index (CPI) for the south urban region published by the US Bureau of Labor Statistics. DISCUSSION: As part of the 2005-06 general fund budget adoption, Council authorized staff to move forward with retaining a contractor to maintain the freeway lighting. The project involves the contractor making all necessary repairs to damaged cable and poles and replacing all lamp outages so that the freeway lighting is fully operational and then performing routine maintenance and making repairs to any subsequent damage to poles and cable to maintain a 95% service level. BID ADVERTISEMENT - The bid was advertised in the Commercial Recorder on October 13 and October 27, 2005. Five vendors were solicited, four vendors received bid packages and three vendors submitted bids. BIDDER AMOUNT Republic Electric $371,433.00 Amtech Lighting Services $381,224.68 Independent Utility $592,096.00 Republic Electric is in compliance with the City's M/WBE Ordinance by committing to 13% M/WBE participation. The City's goal on this project is 13%. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are available in the current operating budget, as appropriated, of the General Fund. TO Fund/Account/Centers FROM Fund/Account/Centers GG01 539120 0204004 $371,433.00 Submitted for City Manager's Office by- Marc Ott (8476) Originating_Deaartment Head: Robert Goode (7804) Additional Information Contact: Mark Mathis (817-7861) SECTION 19 APPENDIX"A" Roadway Luminaire Standard Construction Detail Sheets VV�'''�llyy f int J •• W �E° r o aW s z > r. :sS :.: a 2Z 2 r c° o cis ~ JJ i n c •"'.moo$ •• i'o L L ^ o'~a • 'c `o cal■' W vo d WW o■s> ® Q c can�i i V)V) WZ E. o.: r• •° Zia Q'W i wo c iv mozz a • v o c' ■ LL co 2. 0w� `o Y •o.00 _e we O'S'. � .�: •EE§ : rc :YA wZ E • EeQiSS^aov' Si ice OQ . n • e 0 0�c •v °• A cn 3�a; 3. 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