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Home My WebLink About025443 - Construction-Related - Contract - Stanfield Enterprises, Inc. dba S&J Electric� � ' � � � � . � � � '� �, , . � � ►.i � � � � � � . � CON R CT Np � � � �`�� SPECIFICATIONS � AND . CONTRACT DOCUMENTS FOR - NEW SIGNAL INS'I'ALLATIONS . AT THE INTERSECTiON OF: SH 170 / INDEPENDENCE PAR��AY PROJECT No. TPW-'TE-1999-0004 IN THE CITY OF FORT WOR'�'I-�,. TE�AS SEPTEMBER 1999 �t,ic;ovYFo� �caHraacroe . � car�rQacmxs aoNowG co. � ,c�r�ct�u�r . CIT1� f�AhAGER'S OFflCE ENGiN'sE�tiG DN. T/PW — FtiE COaY KENNETH L. BA.RR BOB TERRELL MAYOR CI'i'Y MANAGER HUGO•A. MALANGA, P. E. - DIRECTOR � , - JOE S. TERNUS, P.E. - ASSISTANT DIRECTOR DEPAR�'MF,lo1T OF TRA.NSPORTATIQN AND PUBLIC WORKS . . , , ��S�BI�a G��G�D . � � CD� ��C�� , . - �. ��b, ��"�. � . .- , � t �� - �,�" I�I C �� L� � L! u � �- ADDENDUM 1 City of Fort Worth • Transportation a�id Public Works D artment PROJECT No. TPW-TE-1999-0 .04 � NEW SIGNAL INSTALLATIONS AT THE INT RSECTIONS OF: S.H. 170/INDEPENDENCE PK�Y. ,� RELEASE DATE: Tuesday, September 28, 1999 BID DATE: Thursday. October 7.1999 The following additions shall be made to the appropriate sectio of the plans and specifications and shall become a part of the Contract Documents. Bidders sh�ll acknowledge receipt of this addendum on the bid pronosal and on the outside of the sealed '�velone. �� SPECIFICATIONS: PART D - SPECIAL PROVISIONS: Pa�e D-5. Item 23. Safetv Restrictions — Work Near m 0 Volta�e Lines� s "WARNING-UNLAWFUL C OF HIGH V�OLTAGE r � Para�ranh (a�: Revise the warning sign to read as follow; TO OPERATE THIS EQUIPMENT WITHIN TEN FE LINES." L�J � � I'�1 L�J L� � Paragranhs (cl and fel, ls� Sentences: Replace "six feet" �ith "ten feet". , i �. � PLANS: ' • �e GENERAL NOTES (Sheet 2 of 21 Sheet No. 3 of 20: A,�d the following notes: � "STREET LIGHTS: Each street light shall be independently fused before it��s connected to the breaker. City will furnish materials consisting of fusetrons and fuset �on holders. � ,� CONCRETE POURS: Contractor shall notify inspector in advance of all con�=�rete pours. Inspector must be present when concrete is placed on the project. °� Page 1 of 2 �?r �, �1 � � � � a 0 l.�. ' � � � � � � � � - i� � . .� ADDENDUM 1 WORK SCHEDULE: ,. � £,._. The Contractor can work on Saturdays, Sundays, or Leg':1 Holidays, providing tha't the following requirements are met: a. A request to work on a specific Saturday, Sunday, or ��egal Holiday must be made to the Inspector no later than the preceding Thursda,. b. An work to be done on the roject on a specific Sat � day, Sunday, or Legal- Y P Holiday must be, in the opinion of the Inspector, essP tial to the timely completion of the project." � : � r. Page 2 of 2 m � r� � � 0 V � ` � � � � u � � � � � � � 0 � 0 � � � a t Li 1 SPECIFICATIONS �� AND CONTR.ACT DOCUME�TTS FOR 3� NEW SIGNAL INSTALLAI��ONS AT THE INTERSECTION��OF: SH 170 / INDEPENDENCE PA�WAY : 1� G .. Y 2„ PROJECT No. TPW-TE-1999�0004 ik IN THE CITY OF FORT WO�TH, TEXA,S SEPTEMBER 1999 � . � KENNETH L. BARR j' MAYOR '� HUGO A. MALANGA, P. E. - DI�2ECTOR JOE S. TERNUS, P.E. - ASSISTAN�I DIREC� . � � BOB TERRELL CITY MANAGER `�E o� TF;� z��,:�.�4� �-- JOE S. TERfVUS � .� �...e.,._.�.... l�� I 9 � 2742% �°2, '� �• � Vo' � ��sv ;,�°-� �� '�'��nr n ,. "" , �*_ .. q . i« �� DEPARTMENT OF TR.ANSPORTATION��ND PUBLIC WORKS �� ' k �� . t � � � �� I � � �' � I!� l�f � � � � � � � � � a r SPECIFICATIUN AND � CONTRACT DOCUM�NTS FOR • ;� NEW SIGNAL INSTALL TIONS AT THE INTERSECTIO � OF: a SH 170 / INDEPENDENCE PA�KWAY. � r PROJECT No. TPW-TE-19��9-0004 �� IN THE CITY OF FORT WO�TH, TEXAS SEPTEMBER 1999 � "k KENNETH L. BARR BOB TERRELL MAYOR �� CITY MANAGER HUGO A. MALANGA, P. E. - IRECTOR JOE 5. TERNU5, P.E. - ASSIST �T DIRECTOR � ; ,� DEPARTMENT OF TRANSPORTATIO �� AND PUBLIC WORKS � � � � � � � � � � � � � � � � � � � i � ,, TABLE OF CONTEN' �SS � ., Part A Notice to Bidders 'k Special Instructions to Bidders Part B Proposal Vendor Compliance to State Law q Minority and Women Business Enterprise Specifications Part C General Conditions ' (See City of Fort Worth Standard Specification'� For 5treet and Storm Drain Construction, Part I. Genera� Provisions) 3p Part D Special Provisions � Part E Specifications . "� LED Traffic Signal Lamp Units Silicone Joint Sealing for Concrete Pavement �.• ., � Installation of Traffic Signals Part F Certificate of Insurance and Bonds �� Certificate of Insurance ' Contractor Compliance With Worker's Comp��nsation Law � Equipment Schedule ' Experience Record � Performance Bond Payment Bond '� Part G Contract '� K '�. 1 `k .� � � � � � � � �/ � � � � � R.� � � � � � 0 d � pw � i� � h r[ F PART A �6 NOTICE TO BIDI��ERS AND SPECIAL INSTRUCTIONS�(TO BIDDERS x� .� �a Y e� � l� � Sealed proposals for the following: � � �� ' � C�J � � � � � �J �� NOTICE TO BIDD�RS �; FOR: NEW SIGNAL INSTALLATIONS AT THE INTERSECTIO � OF: HIGHWAY 170/INDEPENDENCE PARKWAY �� PROJECT No. TPW-TE-1999-0004 a �� The project consists of the complete installation of traffic signal� with poles, mastarms, pole foundarions, conduit and loop detectors. Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth,� exas will be received at the Purchasing Office unril 1:30 PM, Thursday, October 7, 1999 and then publicly o�ened and read aloud at 2:00 PM in the Council Chambers. Plans, Specifications and Contract Documents for this project may be obtained at the Department of Transportation and Public Works, Second Floor, Munic al Building, 1000 Throckmorton Street, Fort Worth, Texas. One set of documents will be provided to prospec rve bidders for a deposit of $20.00; such deposit will be refunded if the documents are returned in good conditi within (10) days after bids are opened. Addirional sets may be purchased on a nonrefundable basis for twenty d�ollars ($20.00) per set. These documents contain addirional information for prospecrive bidders. �� . A Pre-Bid Conference will be held at 2:00 PM, Thursday, September 23; 1999 in Room G14 of the Public Safety Building, 1000 Throckmorton Street, Fort Worth, Texas. All bidders are encouraged to attend. a r Bid security is required in accordance with the Special Instruction to Bidc��rs. The City reserves the right to reject any and/or all bids and waive an and/or all inegularities. No bid may be withdrawn until the expiration of forty-nine (49) days from the date th M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT ��RM ("Documentarion") as appropriate is received by the City. The award of contract, if made, will be within foriy-nuie (49) days after this documentation is received, but in no case will the award be made until the responsibi�it� 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. ids that do not acknowledge receipt of all Addenda may be rejected as being nonresponsive. Informarion regardin�the status of Addenda may be obtained by contacting the Transportarion and Public Works Department at (817) 871 7800. In accord with City of Fort Worth Ordinance No. 11923, as amended by Ordittance 13471, the City of Fort Worth has goals for the participarion of minority business enterprises and wo � n business entexprises in City contract. A copy of the Ordinance can be obtained from the Office of the Cit�} Secretary. The bidder shall submit the MBE/WBE UTILIZATION FORM, PRIME CONTRACTOR WAI�/ER FORM and/or the GOOD FAITH EFFORT FORM ("Documentarion") as appropriate. The documentatio � must be received no later than 5:00 PM, iive (5) City business days after the bid opening date. The bidder s all obtain a receipt from the appropriate employee of the managing departrnent 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. For additional informarion, contact Mr. Mike Weiss at (817) 871-8485. ,� -` Advertising Dates: September 9, 1999 � �� September 16, 1999 � � � l�J �� SPECIAL INSTRUCTIONS TOrjBIDDERS 1. BID SECURITY: Cashier's check or an acceptable bidder's bond �5ayable to the City of Fort Worth, in an amount of not less than five (5%) percent of the total of the bid s mitted must accompany the bid, and is subject to forfeit in the event the successful bidder fails to execute th�contract documents within ten (10) days after the contract has been awarded. To be an acceptable surety on the bond, (1) the name of the sur shall be included on the current U.S. ('� Treasury, or (2) the surety must have capital and surplus equal to te�times the limit of the bond. The surety j{� must be licensed to do business in the State of Texas. The amoun of the bond shall not exceed the amount �� shown on the treasury list or one-tenth (1/10) the total capital and sur�lus. r. � 2. PAYMENT, PERFORMANCE, AND MAINTENANCE BOND�: The successful bidder entering into a contract for the work will be required to give the City surety in a��sum equal to the amount of the contract awarded. In this connection, the successful bidder shall be required to furnish Performance, Payment and Maintenance Bonds, all in a sum equal to the amount of the contract�warded. The form of the bond shall be as � herein provided and the surety shall be acceptable to the City. All bonds furnished hereunder shall meet the v requirements of Article 5160 of the Revised Civil Statutes of Texas, �s amended. L�9 � � � !�' lJ �i In order for a surety to be acceptable to the City, (1) the name of the°�urety shall be included on the current U.S. Treasury List of Acceptable Sureties (Circular 870), or (2) the sure must have capital and surplus equal to ten times the amount of the bond. 'The surety must be licensed to do b�iness in the State of Texas. The amount of the bond shall not exceed the amount shown on the Treasury list� �r one-tenth (1/10) of the total capital and suiplus. If reinsurance is required, the company writing the reni§urance must be authorized, accredited or trusteed to do business in Texas. • No sureties will be accepted by the City which are at the time in � fault or delinquent on any bonds or which are interested in any lirigarion against the City. Should any surety �n the contract be determined unsatisfactory at any time by the City, norice will be given to the Contract�r to that effect and the Contractor shall immediately provide a new surety satisfactory to the City. �p A Payment Bond shall be executed, in the amount of the contract, solely for the protecrion of all claimants supplying labor and materials in the prosecution of the work. �� A Performance Bond shall also be executed, in the amount c�i the contract conditioned on the faithful performance of the work in accordance with the plans, specificatio�ns, and contract documents. Said bond shall solely be for the protecrion of the City of Fort Worth. p 3. LIQUIDATED DAMAGES: The Contractor's attention is call�d to Part 1, Item 8, paragraph 8.6, of the "General Provisions" of the Standard Specifications for Street a'�d Storm Drain Construction of the City of Fort Worth, Texas, concerning liquidated damages for late comple�ion of projects. �' 4. AMBIGUITY: In case of ambiguity or lack of clearness in statin�� prices in the proposal, the City reserves the right to adopt the most advantageous construction thereof to the C�1ty or to reject the proposal. , 5. EMPLOYMENT: All bidders will be required to comply with (�ity Ordinance No. 7278 as amended by City � Ordinance No. 7400 (Fort Worth City Code Secrion 13-A-21 through 13-a-29) prohibiting discrimination in employment practices. i, A �j 6. WAGE RATES: All bidders will be required to comply with ��ovision 5159a of "Vernons Annotated Civil +.r� Statutes" of the State of Texas with respect to the payment of pre ailing wage rates as established by the City of Fort Worth, Texas and set forth in Contract Documents for this p��ject. � ; � Special Instructions to Bidders . - Page 1 of 7 L�J I �J �� 0 � � � � �� I� � 7. FINANCIAL STATEMENT: A current certified fmancial statem�t is required by the Transportation and Public Works Department for use by the CITY OF FORT WORTH ' determining the successful bidder. This statement is to be prepared by an independent Public Accountant holding a valid permit issued by an appropriate State Licensing Agency. � a � a' 8. INSURANCE: Within ten (10) days of receipt of notice of award �f contract, the Contractor must provide, along with executed contract documents and appropriate bonds, proo of insurance for Worker's Compensation and Comprehensive General Liability (Bodily Injury-$250,000 e�ch person, $500,000 each occuxrence; Property Damage -$300,000 each occurrence). The City reserve�� the right to request any other insurance coverages as may be required by each individual project. 9. NONRESIDENT BIDDERS: Pursuant to Article 601g, Texas Revi ed Civil Statutes, the City of Fort Worth will not award this contract to a nonresident bidder unless the nonr sident's bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same amo t that a Texas resident bidder would be required to underbid a nonresident bidder to obtain a comparable con�act in the state in which the nonresident's principal place of business is located. �� "Nonresident bidder" means a bidder whose principal place of usiness is not in this state, but excludes a contractor whose ultimate parent company or majority owner�as its principal place of business in this state. • "Texas resident bidder" means a bidder whose �principal place f business is in this state, and includes a contractor whose ultimate parent company or majority owiler,��ias its principal place of business in this state. This provision does not apply if this contract involves federal funds. �€ ,� The appropriate blanks of the Proposal must be flled out by all non resident bidders in order foi its bid to meet specifications. The failure of a nonresident contractor to do so wfll �utomatically disqualify that bidder. � 9� 10. MINORITY AND WOMEN BUSINESS ENTERPRISES: In accord with City of Fort Worth Ordinance No. 11923, as amended by Ordinance 13471, the City of Fort Worth as goals for the participarion of minority business enterprises and women business enterprises in City �o acts. A copy of the Ordinance can be obtained from the office of the City Secretary. The bidder shall sub 't the MBE/WBE UTILIZATION FORM, PRIME CONTRACTOR WANER FORM and/or the GOOD F TH EFFORT FORM ("Documentarion") as appropriate. The Documentation must be received no later than :00 p.m., five (5) City business days after the bid opening date. The bidder shall obtain a receipt frorri e appropriate employee of the managing department to whom delivery was made. Such receipt shall be evi ence that the Documentarion was received by the City. Failure to comply shall render the bid non-responsive. � � � Upon request, Contractor agrees to provide to Owner complete �nd��ccurate information regarding actual work performed by Minority Business Enterprise (WBE) on the contract,and payment therefore. Contractor further agrees to pemut an audit and/or examination of any books, r ords or files in its possession that will substantiate the actual work performed by an MBE and/or WB�. e misrepresentation of facts (other than a negligent misrepresentarion) and/or the commission of fraud by th� Contractor will be grounds for termination of the contract and/or iniriarion acrion under appropriate federal, state or local laws or ordinances relating to false statement; further, any such misrepresentation (other th' a negligent misrepresentarion) and/or commission of fraud will result in the Contractor being dete ed to be irresponsible and barred from participarion in City work for a period of time of not less than three�(3) years. � ��, � Special Instructions to Bidders • � Page 2 of 7 , , � hp � f!1 [� � � � � � � � � �� Y� 11. AWARD OF CONTRACT: Contract will be awarded to the lowes� responsive bidder. The City reserves the right to reject any and/or all bids and waive any and/or all irregul iies. No bid may be withdrawn until the expiration of forty-nine (49) days from the date the M/WBE UTILI�TION 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 documentarion is received, but in no case will the award be made unril the responsibil��y of the bidder to whom it is proposed to award the contract has been verified. 12. PAYMENT: The Contractor will receive full payment (minus 5% �etainage) from the City for all work for each pay period. Payment of the remaining amount shall be made wi�h the fmal payment, and upon acceptance of the project. 13. ADDENDA: Bidders are responsible for obtaining all addenda to� the contract documents prior to the bid receipt time and acknowledging them at the time of bid receipt. In,�ormation regarding the status of addenda may be obtained by contacting the Transportation/Public Works Department at (817) 871-7800. Bitis that so not acknowledge all applicable addenda may be rejected as non-responsive. P 14. CONTRACTOR COMPLIANCE WITH WORKER'S COMPEN"SATION LAW: A. Workers Compensation Insurance Coverage 2. 3. :� 1. Definitions: Certain of coverage ("certificate"). A copy of a certificat� of insurance, a certificate of authority to self-insure issued by the commission, or a coverage agree ent (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory worker's compensation insu'rance coverage for the person's or entity's employees providing services on a project, for the duration �f the project. Durarion of the project-includes the time from the begirining of the work on the project until the Contractor's/person's work on the project has been com�leted and accepted by the governmental entity. Persons providing services on the project ("subcontractor" in �406.096)-includes all persons or entities performing all or part of the services the Contractor h�s undertaken to perform on the project, regardless of whether that person contracted directly wi ��the Contractor and regardless of whether that person has employees. This includes, without lnnitatici , independent Contractors, subcontractors, leasing companies, motor carriers, owner-operators, emp�oyees of any such enrity, or employees of any entity which furnishes persons to provide services o the project. "Services" include, without limitation, providing, hauling, or delivering equipment or aterials, or providing labor, transportarion, or toner services related to a project. "Services" does no include activiries unrelated to the project, such as food/beverage vendors, office supply deliveries, axi�'d delivery of portable toilets. The Contractor shall provided coverage, based on proper i��porting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011 (44) or all employees of the �ontractor providing services on the project, for the duration of the project. '� The Contractor must provide a certificate of coverage ;to the governmental entity prior to being awarded the contract. ' �' .� If the coverage period shown on the Contractor's current certificate of coverage ends during the durarion of the project, the Contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental enrity showi�ig that coverage has been extended. a� � Special Tnstrucrions to Bidders t Page 3 of 7 �� 0 �. 5. The Contractor shall obtain from each person providing services on a project, and provide to the governmental entity: (1) a certificate of coverage, prior to that person ��eginning work on the project, so the governmental enrity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (2) no later than seven days after receipt by the Contrav�tl�or, a new certificate of coverage showing extension of coverage, if the coverage period sho�vn on the current certificate of coverage ends during the duration of the project. ' 6. The Contractor shall retain all required certificates of cove��ge for the durarion of the project and for one year thereafter . 7. The Contractor shall notify the governmental entity in wri g by certified mail or persqnal delivery, within ten (10) days after the Contractor knew or should ve known, of any change that materially' affects the provision of coverage of any person providing se ices on the project. 8. 'The Contractor shall post on each project site a notice, in the text, form and manner prescribed by the �, Texas Worker's Compensation Commission, informing all ersons providing services on the project that they are required to be covered, and stating how a per��n may verify coverage and report lack of 4 coverage. , �� Lf�'1 � � � � � 9. The Contractor shall contractually require each person wittt�whom it contracts to provide services on a project, to: �k (a) provide coverage, based on proper reporting on �lassification codes and payroll amounts and filing of any coverage agreements, which meets the st� tutory requirements of Texas labor Code, Secrion 401.011 (44) for all of its employees providin�services on the project, for the duration of the project; � (b) provide to the Contractor, prior to that person beg' g work on the project, a certificate of coverage showing that coverage is being provided �Qr all employees of the person providing services on the project, for the duration of the project, � (c) provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage p�pod shown on the current certificate of coverage ends during the duration of the project; i (d) obtain from each other person with whom it contracts, �nd provide to the Contractor: (1) a certificate of coverage, prior to the other pe�� on beginning work on the project; and � (2) a new certificate of coverage showing exte�sion of coverage, prior to the end of the coverage period, if the coverage period show� on the current certifcate of coverage ends during the duration of the project; �t X (e) retain all required certificates of coverage on file for the duration of the project and for one year thereafter. ' (� norify the governmental entity in writing by certifie� maii or personal delivery, within ten (10) days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing service�s on the project; and ; te Special Instructions to Bidders � Page 4 of 7 � r�� u lJ � lJ � � L1 � LJ � � � I�' � � � � (g) contractually require each person with whom it coniracts, to perform as required by paragraphs (1) -(7), with the certificates of coverage to be provided to the person for whom they are providing services. 10. By signing this contract or providing or causing to be provided a certificate of coverage, the Contractor is representing, to the governmental entity that all employees of the Contractor who will provide services on the project will be covered by worker's compensarion coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be iiled with the appropriate insurance cairier or, in the case of a self insured, with the commission's Division of Self-Insurance Regulation. Providing false or misleading informarion may subject the Contractor to administrarive, criminal, civil penalties or other civil actions. 11. The Contractor's failure to comply with any of these provisions is a breach of contract by the Contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. B. The Contractor shall post a notice on each project site infomung all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posring requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Compensation Commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the norices shall be the following text, without any additional words or changes: � "REQUIRED WORKER'S COMPENSATION COVERAGE" The law requires that each person working on this site or providing services related to this construction project must be covered by worker" compensarion insurance. This includes persons providing, hauling or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee". Call the Texas Worker's Compensation Commission at 512-440-3789 to receive informarion on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage". 15. NON DISCRIMINATION: The Contractor shall not discriminate against any person or persons because of sex, race, religion, color, or national origin and shall comply with the provisions of City Ordinance 7278, as' amended by City Ordinance 7400 (Fort Worth City Code Sections 13A-21 through 13A-29), prohibiting discrimination in employment pracrices. 16. AGE DISCRINIINATION: In accordance with the policy ("Policy") of the Executive Branch of the federal govemment, Contractor covenants that neither it nor any of its officers, members, agents, or employees, will engage in perfornung this contract, shall, in connecrion with the employxnent, advancement or discharge of employees or in connecrion with the terms, conditions or privileges of their employment, discriminate against person because of their age except on the basis of a bona fide occupational qualification, retirement plan or statutory requirement. Contractor further covenants that neither it nor its offcers, members; agents, or employees, or person acting on their behalf, shall specify, in solicitarions or advertisements for employees to work on this Contract, a maximum age limit for such employment unless the specified maxnnum age limit is based upon a bona fde occupational qualiiication, retirement plan or statutory requirement. � Special Instructions to Bidders - Page 5 of 7 � � � � � � � � � � 1 1 � � � 1 I � � �� ,, ,�' Contractor warrants it will fully comply with the Policy and will efend, indemnify and hold City harmless against any and all claims or allegations asserted by third parties aga st City arising out of Contractor's alleged failure to comply with the,above referenced Policy concerning ag discrimination in the performance of this Contract. � � 17. DISCRINIINATION DUE TO DISABILITY: In accordance with the provisions of the Americans with Disabilities Act of 1990 ("ADA"), Contractor warrants that it will not unlawfully discriminate on the basis of disability in the provision of services to the general public, nor in � e availability, terms and/or conditions of employment for applicants for employment with, or current emplo�es of Contractor. Contractor warrants it will fully comply with ADA's provisions and any other applicab : federal state and local laws concerning disability and will defend indemnify and hold City harmless agains ny claims or allegations asserted by third parties against City arising out of Contractor's alleged failure to comply with the above-raferenced laws conceming disability discrimination in the performance of this Contr�ct. , Revised Apri15, 1999 + • , . � Special Instrucrions to Bidders - Page 6 of 7 0 � L� liJ [�! L�1 � !iJ � � �� L�1 � � � L�J � � � CLASSIFICATION AIR TOOL OPERATOR ASPHALT RAKER ASPHALTSHOVELER CITY OF FORT WORT� HIGHWAY CONSTRUCT JN PREVAILING WAGE RATES 1�R 1999 3 RATE CLASSIFICATI�N $9.00 MILLING MACHINE OPERATOR $9.55 MIXER (OVER 16 CF) $8.80 MOTOR GRADER OPERATOR (FINE GRADE) � BATCHING PLANT WEIGHER $11.51 MOTOR GRADE O�RATOR CARPENTER $10.30 PAVEMENT MARKTIG MACHINE CONCRETE FINISHER (PAVING) $10.50 ROLLER, STEEL W[EEL (PLANT-MIX PAVE�ENTS) ' CONCRETE FINISHER (STRUCTURES) $9.83 ROLLER, STEEL W IEEL (OTHER CONCRETE RUBBER ELECTRICIAN FLAGGER FORM BUILDER (STRUCTURES) FORM LINER (PAVING & CURB) FORM SETTER (PAVING & CURB) FORM SETTER(STRUCTURES) LABORER, COMMON LABORER, UTILITY MECHANIC OILER SERVICER PAINTER (STRUCTURES) PIPELAYER (FLATWHEEL OR'I�'�MPING) $8.84 � ROLLER, PNEUMA� IC SELF- PROPELLEDSCRARER �$1537 SCRAPER $7.55 TRACTOR-CRAWLER TYPE $9.83 TRACTOR-PNEUMATIC $9.00 $9.24 $9.09 $7.32 BLASTER ASPHALT DISTRIBUTOR OPERATOR ASPHALT PAVING MACHINE BROOM OR SWEEPER OPERATOR BULLDOZER CONCRETE CURING MACHINE CONCRETE FINISHING MACHINE CONCRETE PAVING JOINT MACHINE CONCRETE PAVING JOINT SEALER CONCRETE PAVING SAW CONCRETE PAVING SPREADER SLIPFORM MACHINE OPERATOR CRANE,CLAMSHELL,BACKHOE, DERRICK, DRAGLINE, SHOVEL FOUNDATION DRILL OPERATOR (CRAWLER MOUNTED) FOUNDAT[ON DRILL OPERATOR (TRUCK MOUNTED) FRONT END LOADER , $8.94 $12.68 $10.17 $9.41 $11.00 $8.98 $11.50 $10.29 $10.30 $8.72 $10.74 $9.25 $l 1.13 $10.42 $9.00 $1039 $10.50 $9.92 $11.04 $10.00 $11.83 $9.96 TRAVELING MIXEI� WAGON-DRILL, B $kING MACHINE REINFORCING ST �L SETTER (PAVING) REINFORCING S L SETI'ER (STRUCTURAL) STEEL WORKER-S RUCTURAL SPREADER BOX O� ERATOR WORK ZONE BARF�ICADE TRUCK DRIVER-S�NGLE AXLE (LIGHT) TRUCIZ DRIVER-SINGLE AXLE (HEAVI� , TRUCK DRIVER-T NDEM AXLE (SEMI-TRAILER) � TRUCKDRNER-L FWBOY/FLOAT TRUCK DRIVER-T NSIT MIX TRUCK DRNER- CH VIBRATOR OPE OR (HAND TYPE) , � WELDER RATE $8.62 $10.30 $11.97 $10.96 $7.32 $9.06 $8.59 $8.48 $9.63 $10.58 $9.15 $8.83 $12.00 $13.21 $13.31 $14.80 $10.00 $7.32 $8.965 $9.02 $8.77 $10.44 $9.47 $9.00 $732 $11.57 0 � Special Instructions to Bidders • Page 7 of 7 � � � � � � � � � � � � � � � � � � � z � � .� c PART B �� PROPOSAL VENDOR COMPLIANCE TO �TATE LAW M/WBE FORM � n � � � • � [�' � � � � � � � . � ��: � � � � � � � a� PROPOSAL `; TO: Mr. Bob Terrell City Manager Fort Worth, Texas FOR: NEW SIGNAL INSTALLATIONS AT THE INTERSECTIO OF: SH 170 / INDEPENDENCE PARKWAY � , PROJECT No. TPW-TE-1999-U004 Pursuant to the foregoing "Notice to Bidders", the undersigned has thoroughly examined the plans, specificarions and the site, understands the amount of work to be done, and hereby prdposes to do all the work and furnish all labor, equipment, and materials necessary to complete all the work as pr ��ided in the plans and specifications, and subject to the inspection and approval of the Director of the Department �' Transportarion and Public Works of the City of Fort Worth. � , Upon acceptance of this proposal by the City Council, the bidder is l�ound to execute a contract and furnish Performance and Payment Bond approved by the City of Fort Worth fqr perfornung and completing said work within the time stated and for the following sums, to-wit: ' i . i i. � �g i� 1 � �� 9� � i ak i� t, Proposal d� {.. I��1 � � � � � � � � � � .� V � � � � � � � INTERSECTION 1: NEW SIGNAL INSTALLATION AT SH 170 / I1�DEPENDENCE PARKWAY s � PAY APPROX. DESCRIPTION OF ITEMS UNIT TOTAL ITEM QUANTITY PRICE AMOUNT BID 1. 1 LS MOBILIZATION $_'�. ,Sob. 0.� $ 3. SC�O.ov � • . � 2. 16 EA FURNISH AND INSTALLSIGNAL g� HEAD 12" RYG (TYPE A) ��n bb . Go $�. �O GC�_oo � " 3. 4 EA FURNISH AND INSTALL SIGNAL " HEAD 12" R�Y G(TYPE B) $�p00.00 $� .�C�o. oc� 4. 0 EA FURNISH AND INSTALL SIGNAL HEAD 12" RR E--Y G(TYPE C) $_N/A_ $_N/A_ � 5. 0 EA FURNISH AND INSTALL SIGNAL �� HEAD 12" RYG FY G- VERTICAL �� N/A_ $_N/A_ (TYPE F) °� — 6. 0 EA FURNISH AND INSTALL SIGNAL HEAD 12" RYG �Y G- HOUSEHEAD $_N/A_ $_N/A_ (TYPE E) 7. 0 EA FURNISH AND INSTALL SIGNAL HEAD 8" RYG (TYPE G) t$ N/A_ $�N/A_ jk 8. 20 EA FURNISH AND INSTALL RED L.E.D. �� D,CX� $ G>� C�O�. de INSERTS 9. 16 EA FURNISH AND 1NSTALL � INTERNATIONAL PEDESTRIAN $ �S� .�v $ S. 600 , � SIGNAL (T'YPE P) 10. 14 EA FURNISH AND INSTALL PEDESTRIAN PUSHBUTTON AND SIGN ASSEMBLY ��$ ISO, 00 $o`Z. IOc�.r�U «F � 11. 3690 LF LOOP DETECTOR SAW CUT AND '; INSTALLATION t$ %. SCS $�� 75.� 12. 2 EA FURNISH AND TNSTALL LARGE GROUND BOX WITH LID $�00. q� $ j, o0o a c� 13. 25 EA FURNISH AND INSTALL SMALL { GROUND BOX WITH LID ��$ �I Sd . b O $ f� aso ,C�U � 14. 190 LF FURNISH AND INSTALL 3" F� SCHEDULE 40 PVC CONDUIT (BY : $ S. 00 $ Q S� �� OPEN CUT) � Proposal � !�? 0 � • . ,� � � Y� ��F - INTERSECTION 1: NEW SIGNAL INSTALLATION AT SH 170 /`INDEPENDENCE PARKWAY � PAY APPROX. DESCRIPTION OF ITEMS ' iJNIT TOTAL ITEM QUANTITY > PRICE AMOUNT BID 15. 1100 LF FURNISH AND INSTALL 2" � SCHEDULE 40 PVC CONDUIT (BY �' $�,�0 $ Z.�C)O.C�c� �OPEN CU1� �I � cR 16. 1000 LF FURNISH AND INSTALL 1-1/4" � SCHEDULE 40 PVC CONDUIT (BY $ 3. � o $_�,C7OO.c� OPEN CUT) 17. 0 LF FURNISH AND INSTALL 1-1/4" RIGID�� • � METAL CONDUIT �� $ _N/A_ $ _N/A_ . ;� . 18. 1010 LF FURNISH AND INSTALL 3" � SCHEDULE 40 PVC CONDUIT (BORED) t $o�C7.00 $o`�O.`o�O�.c'�O . - 4 � 19. 0 LF FURNISH AND INSTALL 2" a' SCHEDULE 40 PVC CONDUIT �� (BORED) ` $ N/A _ $ _N/A_ �20. 0 LF FURNISH AND INSTALL 1-1/4" � SCHEDULE 40 PVC CONDUIT , (BORED) � $ _N/A_ $ _N/A_ � i i� 21. 2600 LF FURNISH AND INSTALL 16. .. CONDUCTOR #14 ELECTRICAL WIRE� $ c`�, SO $��d.vc� � 22. 0 LF FURNISH AND INSTALL 8 ' CONDUCTOR #14 ELECTRICAL WIRF� $ _N/A_ $ _N/A_ 9 n 23. 0 LF FURNISH AND INSTALL 4 �M u CONDUCTOR #14 ELECTRICAL WIR� $ N/A $ N/A � 24. 11900 LF' FURNISH AND INSTALL 4 CONDUCTOR #18 SHIELDED WIRE � $ � , �SC> $ � $ b o0 25. 0 LF FURNISH AND 1NSTALL OVERHEAD�� #6 TRIPLEX $ _N/A _ $ N/A_ 26. 6 EA FURNISH AND INSTALL � FOUNDATION TYPE 1 $ �f Od.00� $ �. �/C� • 00 27. 0 EA FURNISH AND INSTALL ;' � FOUNDATION TYPE 2 �� $ N/A_ $ _N/A_ 28. 2 EA FURNISH AND INSTALL FOUNDATION TYPE 3 $ �,�OO,OO $oZ�(ob0•�o � 'F , J' � p Proposal - B - 3 - � � � � '.. •�- INTERSECTION 1: NEW SIGNAL INSTALLATION AT SH 170 / INDEPENDENCE PARKWAY PAY APPROX. DESCRIPTION OF ITEMS UNIT TOTAL ITEM QUANTITY PRICE AMOUNT BID 29. 4 EA FURNISH AND INSTALL FOLJNDATION TYPE 4 $ I, yCK?.vC'± $� 6�+.rx=� 30. 0 EA FURNISH AND INSTALL FOUNDATION TYPE 5 $ N/A $ N/A 31. 2 EA FURNISH AND INSTALL CABINET FOLJNDATION $ I , � � �=C` $s�i,�.� 32. 2 EA FURNISH AND INSTALL ELECTRICAL . SERVICE $ �. ��70. cti� $ 7� oc�c�,c�o 33. 14 EA FURNISH AND INSTALL SIDEWALK RAMPS $ I,(�oc�..��o $ I�i,C3cx�,C�c� 34. 2 LS MEDIAN MODIFICATION $�,$CC�. �v $'�. pCX�, cxj 35. 1 LS INSTALLATION OF TRAFFIC SIGNAL MISCELLANEOUS $ �. �c--�.ac $ � CX�o.c�c: 36. 2 EA INSTALL TYPE 170 CONTROLLER/332 CABINET WITH CONFLICT MONITOR, AND COAX MODEM $ �i,SO�'• LtiC� $ S. �-"'�� ' 37. 0 EA INSTALL TYPE 170 CONTROLLER/336 CABINET WITH CONFLICT MONITOR $ N/A $ N/A AND COAX MODEM 38. 0 EA INSTALL 16' MAST ARM $ N/A $ N/A 39. 0 EA INSTALL 20' MAST ARM $ N/A $ N/A 40. 0 EA INSTALL 24' MAST ARM $ N/A $ N/A 41. 0 EA INSTALL 28' MAST ARM $ N/A $ N/A 42. 0 EA INSTALL 32' MAST ARM $ N/A $ N/A 43. 2 EA INSTALL 36' MAST ARM $��.v� $(c�3Q, b� 44. 0 EA INSTALL 40' MAST ARM $ N/A $ N/A 45. 2 EA INSTALL 44' MAST ARM $.��Q,O� $(oUO, Cx� 46. 2 EA INSTALL 48' MAST ARM $��'�pU.e�p $(�-iOC-�, UU 47. 0 EA INSTALL TYPE 8 SIGNAL POLE $_N/A_ $_N/A_ Progosal : • � � � � f� `r. L� � � � � � � � � INTERSECTION 1: NEW SIGNAL INSTALLATION AT SH 170 / INDEPENDENCE PARKWAY PAY APPROX. DESCPTION OF ITEMS UNIT TOTAL ITEM QUANTITY PRICE AMOUNT BID 48. 2 EA INSTALL T'YPE 41 SIGNAL POLE $�.'�C�.C�c, $ G-L��',C�C� 49. 0 EA INSTALL TYPE 42 SIGNAL POLE $ N/A $ N/A 50 2 EA INSTALL TYPE 43 SIGNAL POLE $„�t'�O .Op $�C�� .�C> 51. 2 EA INSTALL TYPE 44 SIGNAL POLE $,�Od , L^L� $�G` OO, CC�Ca 52. 6 EA INSTALL 10' PEDESTAL POLE $ 300, �c� $ I ��?csn, c� 53. 0 EA INSTALL WOOD POLE $ N/A $ N/A 54. 6 EA INSTALL BASE FOR 10' PEDESTAL $ I S�,OU $ c1 C:� � POLE 55. 4 EA INSTALL 8' STREET LIGHT ARM AND LUMrNAIRE $ ��S vc� $ l.� c'�c�:no 56. 2 LS INSTALL OPTICOM CABLE AND DETECTOR $ I , C?�.�e .ec` $�. O� � ,C�e 57. 0 LF INSTALL COAX CABLE RG-11 UNDERGROUND $ _N/A_ $ _N/A_ 58. 950 LF 12 PAIR #22 COMM. $ �.�o $ P.gc��nn TOTAL BID INTERSECTION 1= $ � C� �, �Da S� � � J' � � Proposal B - 5 � � • . � � � � � a � � 0 � a � � � � � � k� This contract is issued by an organization which qualifies for exemprion pursuant to the provision of Article 20.04 (F) of the Texas Limited Sales, Excise and Use Tax��-1ct, E Taxes. All equipment and materials not consumed by or inco 1' orated into the project construcrion, are subject to State sales taxes under House Bill 11, enacted August �5, 1991. The successful Bidder shall be required to complete the attached ��tatement of Materials and Other Charges at the time of executing the contract. �, The Contractor shall comply with City Ordinance 7278, as ame��ed,by City Ordinance 7400 (Fort Worth City Code Secrions 13-A-21 through 13-A-29), prohibiting discrinunation in employment practices. I' The undersigned agrees to complete all work covered by these �kontract documents within Forty-five (45) Working Days from and after the date for commencing work as set forth in the written Work Order to be issued by the Owner and to pay not less than the "Prevailing VW�ge Rates for Street, Drainage and Utility Construction" as established by the City.of Fort Worth, Texas. �F Within ten (10) calendar days of receipt of norice of acceptanc� of this bid, the undersigned will execute the formal contract and will deliver an approved Surety Bond�nd other bonds required by the Contract Documents for the faithful performance of this Contract. The a ached bid security in the amount of 5% in the sum of Dollars ($ 4%, �3{ o a� ) is to be forfeited in the event the contract and bond are not executed within the time se� forth, as liquidated damages for delay and addirional work caused thereby. The Bidder agrees to begin construcrion within 10 working } ys after issue of the work order, and to complete the contract within Forty-five (45) Workin� Days�fter beginning construcrion as set forth in the written work order to be fumished by the Owner. � (Uwe), acknowledge receipt of the following addenda to the pl�ns and specifications, all of the provisions , and requirements of which have been taken into consideration in preparation of the foregoing bid: Addendum No. 1(Inirials) � Adde�}�iuxn No. 3(Initials) /U ��! ( ) / V � Adde dum No. 4 (Inirials) � �� Addendum No. 2 Initials ! � f ., Respectfully Submitted: d By: G�� . c�. sT+�,.�F� �a � Title � u � � � rM Address:�,0 �nx I af Sl � �; ��N � iai Telephone: l gl"1� slp(j -�(�ppC� (SEAL) � Date �-t��cp� I _ f �� Proposal �, B - 6 .� � � . � � � �N x� r VENDOR COMPLIANCE T(� STATE LAW � The 1985 Session of the Texas Legislature passed House Bill 620 relarive to the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-State contractors whose corporate offices or principal place of business are outside of the State of Texas) bid projects for � - construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required too underbid a nonresident bidder in order to obtain a comparable contract in the State in which the nonresident's principal place of business is located. The appropriate blanks in Secrion A must be filled out by all out-of-State or nonresident bidders in order for your bid to � meet specificarions. The failure of out-of-State or nonresident contractois to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. �1 L�J �'� � � � � tI �� •� � • : r L�; l#1 A. Nonresident vendors in (give State), our prin ipal place of business, are required to be percent lower than resident bidders by State law. `A copy of the Statute is attached. , Nonresident vendors in (give State), � our principal place of business, are not required to underbid resident bidders. ' , B. Our principal place of business or corporate offices are in the State c�i Texas. � k BIDDER: STOtN FL�O �NTE5�1'�Rz.S�S j .i.ntC... �l`�Pt Sf.S C��.-r�sc.. �.�.`�,c �ao�1�!(c� �o?�T �im�rN, f iC �(o ra� City State Zip � By: �,%, �T�.1�� (Please print) �� i iF !F Signature: � � w , X �� " M� J Title:��5��nt "� (Please print) THIS FORM MUST BE RETURNED WITH YOUR QUOTATION � �•J r� �� SPECIAL INSTRUCTIONS FOR BIDDERS � city of Fort worth Minority and Women Business Enterprise Specifications APPLICATION OF POLICY �If the total dollar value of the contract is $25,000 or more, the MIWBE goal is applicable. If the total dollar� value of the contract is less than $25,000, the M/V11BE 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/Women Business Enterprises (M/WBE) in the procurement of all goods and services to the City on a contractual basis. The objective of the Policy is to increase the use of M/WBE firms to a level comparable to the availability of M/VbBEs that provide goods and services directly or indirectly to the City. � G w MNVBE PROJECT GOALS The City's MBE/WBE goal on this project is 15 % 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 Ciry's M/WBE Ordinance by either of the following: 1. Meet or exceed the above stated M/WBE goal, or; 2. Good Faith Effort documentation, or; 3. Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. 1. M/WBE Utilization Form: received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. � � � � � 2. Prime Contractor Waiver Form: 3. Good Faith Effort Form: received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S M/WBE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS. Any questions, please contact the M/WBE OfFice at (817) 871-6104. Rev. 6/2/98 � • . ATTACHMENT 1A Page 1 of 2 City of Fort Worth' o Minority and Women Business Enter ` ise Specifications � ��`��µ��,.�N�. MBE/WBE UTILIZATI _ N P�(�EOMPAN� M C�c'�S�T�. BO D Tx�,� '7� 1� 9� ��I �rs � � n! A�L .-�►.cStr�.�.A-r�o n1 -- �� -- I 9 `1 q ' � �1 , PROJECT NAME PROJ� CT NUMBER � CITY'S M/WBE PROJECT GOAL: 15% � I M/W { E PERCENTAGE ACHIEVED: �'j �lZ �� Failure to complete this form; in its entirety with supporting documentation, and recei�ed by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, excl'�isive of bid opening date, will result in the bid � being considered non-responsive to bid specifications. ' The undersigned bidder agrees to enter into a formal agreement with th�� MBE andlor WBE firms for work listed in this schedule, conditioned upon execution of a contract with the City of�Fort Worth. The intentional and/or knowing misrepresentatlon of facts is grounds for consideration of disqualificaii�n and wili result in the bid� being considered non-responsive to specifications. � Company Name, Contact Name, Certified . Specify Aif Contracting pecify Ali Items to be Dollar Amount ' , Addtess, and Telephone Na _� Scop� of Work (*) � Supplied(*� ',�. � v� ,' � u. ` � � � � � °' :� � a, �� }- z. � _ . � � L-► � \ ��Ca►�w �Rc3�uc..TS • k uVl �• � t (lb� 4� . _ ... �.r, �;�,No `�Tx .'�?S�oBo a (S�a1 a5s - 5'? d'1 5�,.�� u=�-. Sy.@��.. �..�.�,o . ��S�c�� `�R�.� � v � �1� -� 1��71 � N � � tg �c �w ��a.,o !� �1 `7�bfo'�,,, � � � ��,� � • � �'1�5��° j � ��-�,. . t . . [ �p�� J a T� �� u�.�- �35� _ �� _ � ,� �� MIWBEs must be located in the 9(nine) county marketplace or cuRentty doing busine�s in the marketpiace at the time of bid. ��(•) Specify all areas in which MWBE's are to be utilized and/or items to be supplied: "'� (") A complete listing of items to be supplied is required in order tp raceive credit toward,�,�he MNYBE goal. (""j (") Identify each Tier level. Tier: Means the level of subcontracting beti�w the prime contractor/consuttant; i.e., a direct payment f� from the prime contractor to a subcontraot�r is considered 1a tier, a payment by a subcontractor to �•' its supplier is considered 2nd tier. ; f THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:0 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID , OPENING, EXCLUSIVE OF THE BID OP ING DATE . Rev. 6/2/98 Pages 1 and 2 of Attachment 1A must be received b� the Managing Department � �� J � • . � � .. City of Fort Worth ��. Minority and Women Business Enterp ise Specifications L'�J Company Name, Contact Name, Add'ress, and Telephone No. �. j � _S�w�w�4,.�.�.,(�C-(=xc Cc�n�T�.,��, 4.� a �ay "�.�� ? l�ng.�r� t�7�C�''� (C3� � t , ls �lq.�y usay Certified � F.> � o.n z �_ MBE/WBE UTILIZATI k N Specify All Contracting` �� ecify Ap;':Items to be . Scope of Work (*) : � Supplied(*� �s � �� A7TACHMENT 9A Page 2 of 2 Dollar Amount �� r. �rr I ' � . �I � I I � � � � '� I �� Q+ t I � . �� o . The bidder further agrees to provide, directly to the City upon request,• complete and accurate information regarding ryactual work performed by aU subco�tractors, including MBE(s} and/or �IVBE(s) arrangements submitted with this bid. J� The bidder also agrees to allow an audit and/or examination of any boo s, records and files held by their company that �� will substantiate the actual work pertormed by the MBE(s) andlor WBE ) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentati n of facts will be grounds for terminating the �contract or debarm�nt 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 com�ly with this ordinance and creates a materias breach of contract may result in a determination of an irresponsibie o eror and barred from participating ir� �3t�/ rn9�� f� �for a period of time not less than one (1) year. �� ALL BEs a d WBEs MUST BE CERTIFIED BY THE CIT�' BEFORE CONTRACT AWARD � JEL) ��I�lr � �. �a . ��i'�l,s��cza � Authorized Signature Printed Sigiature i 1� . �%�NT �Title��,uF��D �nre,�pKzsc��''�'r�c, Contact N�re and Title (if different) � � r. � �`�,-'� �c.�c.�xc ( �i 1'7� ��7 � boOp Company Name Telephone Number (s) - � �j �, � . �lox' i� i $ I (o i "1 � p -- C.� �S L� Address Fax Numb � �2�T I�JpRTN I iC -% h I n� � dGTc��-R !, I� C% � � City/State/Zip Code Date ` d . r ^n � THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:0� p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID � OPENING, EXCLUSIVE OF THE BID OPENING DATE � Rev. 6/2/98 Pages 1 and 2 of Attachment 1A must �e received �y the Managing Department � �� C� � � �� L�J � �� t�' L�l � � LJ u' I�1 ATTACHMENT 1 B - ' { Page 1 of 1 c�ty of �ort wort�, Minori#y and Women Business Enterprise Specifications Prime Contractor Wai�rer �T�rtF�LD �N't��4Rz.s� � ':�ac. `D��a s�3 ��.-�-��. ?�i�k, u�,►�r��'�sTR�a-�o,.i Prime Company Name Project I�me �G'tOb�.� [, fg9� � r�W�� i c- rR��000y Bid Opening Date Project ��mber If both answers to this form are YES, do not complete ATTA MENT 1C(Good Faith Effort Form). All questions on this form must be completed and a detailed � planation provided, if applicable. If the answer to either question is NO, then you must complete�TTACHMENT 1C. This form is only appiicable if both answers are yes. Wiil you perform this entire contract without subcontra�tors? �Yes No If yes, please provide a detailed explanation that prove� based on the size and scope of this project, this is your normal business practice anc� provide an operational profile of your business. :E Will you perform this entire contract without suppliers . Yes ,�,No If yes, please provide a detailed explanation that prove based on the size and scope of this project, this is your normal business practice and rovide an inventory profile of your business. { The bidder further agrees to provide, directly to the City ��on request, complete and accurate information regarding actual work performed by all subc ntractors, including MBE(s) and/or WBE(s) on this contract, the payment therefore and any pro�osed changes to the original MBE(s) andlor WBE (s) arrangements submitted with this bid. The bidder also agrees to allow an audit andlor examination of any books, records and files held by their company that will substantiate the actual work pertormed by the MBE(s) and/or WBE(s) on his contract, by an authorized officer or employee of the City. Any intentional andlor knowing mis presentation of facts wiil be grounds for terminating the contract or debarment from City work � r a period of not less than three (3) years and for initiating action under Federal, State or Lo I laws concerning false statementso Any failure to comply with this ordinance and creates a mat ria! breach of contract may result ie� � determination of an irresponsible offeror and barred from p icipating ln City work for a p��c�� c�� time not less than one {1) year. ' ��Q�� . . � Authorized Signat re ��S�f� �rFT Title S-�� t-�RPu�sEs, =�,,,c, gJ`�,�! S �-� E��..�z` Comp�ny Name `�.t7. ��o�c. f�lst(o � � �o�-i7�� (X ��D � �-\ Address � � � a� � G. . ��TA�IFT.Ev'1 Printe ' Signature Conta�t Name (if different) �$ c�t� �"ho- o� � Cont��t Telephone Number (s) �gtZ15�c� - c75sS Fax N�mber Re�. 6/2/98 O ' . . LJI L�' 1 J L"J GOOD FAITH EFF�QRT rrM ��T��rZ:�.L`��P1iF�'f�T �.�-.��.�.7� .-F-.lyL '�� S �� c.-c-�sc. � Prime Company Name ��.�..� �C ,.[ � c�c-r>. 'T'zc��.r � '��W � ?C-' 1�j9`l' ObG`E � � �� . � Project Name �� Project Number � If ou have ..failed to •.secure. M1WBE ' articl atian � and : ou- have s'contraatin and(or su li�c„ o, portunities or if y , P, P Y , � .. �; : pP P . � ,,; . your MlWBE participatiort is.iess tli�rt'tF�e C1ty's pr�ij�cC gQal, you m�t;comptete this form. - � � . If the bidder's method of compliance with the M/WBE goal is based upon demonstration of a "good faith effort", the bidder will have the burden o correctly and accurately preparing and O submitting the documentation required by the City. Co pliance with each item, 1 thru 6 below, shall satisfy the Good Faith Effort requirement absent p oof of fraud, intentional and/or knowing misrepresentation the facts or intentional discriminatiot� by the bidder. � Failure� to corriplete- this _form; ., p g ' esult in the� bicf being � o enin date, wifl r ATTACHMENT 1C Page 1 of 3 � �-roS�,'� �i � `�� f "� Bid Date �, supporting docurrientation, .arid �r.eceiveci: t�y,. the it� busi'� ess,days after bid opening,;excius�ie of.. bid- ,. on resp� r�sive tp bid specificatians °� , 1.) Please list each and every subcontracting and/or supplier�F pportunity (DO NOT LIST NAMES OF � FIRMS which will be used in the completion of this pro�e� regardless of whether it is to be provided by a M/WBE or non- MNVBE. , � (Use additional sheets, if rYecessary) List of: Subcontracting Oppo�tunities ist of: Supplier Opportunities � ' RA.�F��'+:�`�DE'STR�AnI �?-C�nlAc_ ��k��. L'�JI l �J � , . u ul S �F �F � �f City of Fort Wor'ih Minority and Women Busin�ss Enterprise � �� 17iZc�� @��pM�i�IT � �R�� IJ�R.C'c,.Tc� �' �CN�RAL :�' � _I r-Ci'��< 4�nCr�� i� - . Rev.6/2/98 � � i � � � � �� 1 � � 2.) Did you obtain a current tist of MIWBE firms from the City' cM/WBE Office? compliance, if it is not more than 3 months old from the da e of bid opening� ATTACHMENT 1C Page 2 of 3 The list is considered in 7� Yes ° Date of Listing / I No .. ; r-k 3.) Did you solicit bids from MNVBE firms,'within the subcont��cting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? �� Yes If yes, attach MIWBE mail listing to include name of firm and address and a dated �C ,No copy of letter mailed. �� . 4.) Did you solicit bids from MNVBE firms, within the subcontracting andlor supplier areas previously listed, at least ten calendar days prior to bid opening by tefephone, exclusive of the day the bids are opened? � �� Yes if yes, attach list to inciude name of M/WBE firm, ep rson contacted, No phone number and date and time of co�tact. � ;. ' NOTE A�facsimile may be, used ta�;comply with� either,3 or 4,,�ut may not be u��ct for;both: . lf a fa±csimile;,, ° is used; attach the f,� co�firmation;: wt��ch �s .to provide @MJWBE t1�il�gr datey tiFney fa� -nut�ber and;• , ; ,. , docUmentatiort`faxed.. , .. ... ;: , �h ; ,. :_ , ,. ` . , NQTE�;` If::a StG list°of M7WBE questions 3 and 4 I# a.sic l fhe list but no� IesS �Fran ten' 5.) Did you provide plans and specifications to potential MM�'�Es or information regarding the location of plans and specifications in order to assist the M/WBEs? � Yes � ( � No f 6.) If M/WBE bids were received and rejected, you must: (1) List the MIWBE firms and the reason(s) for rejection �.e., quotation not commercially reasonable, qualifications, etc.) and ` (Z) •Attach affidavit and/or documentation to support the reason(s) listed below (i.e.. letters, memos, bids, telephone calls, meetings, etc.) (Please use additlonal sheets, lf n essary, and attach.) Company Name Telephone Contact Person `5cope of Work Reason for ov1� �i � Rejection Rev. 6/2/98 �. �� r ATTACHMENT 1C Page 3 of 3 ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain MIWBE participation on this project. �¢S'� �� I J-i � � b��►G � ri I �-+ �S, �5:?' T:=e.'( I..� 'F�� c� ,a � l� � S �.� L��-��. The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment �.. thereof and any proposed changes to the original arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and � files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. L"'� � ..., Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work for a period of time not less than one (1) year. The undersigned certifies that the information provided and the M/VUBE(s) lists�l was/were contacted in good faith. It is understood that any MNVBE(s) li�t��i 6r� Attachment 1 C will be contacted and the reasons for not using them will be verifed I�y the City's M/VNBE Office. � ti�"TF..�1lA_ i�'�� . Ll . STAr1�T-EC=� Authorized Signatu�e � Printed Signature ��1il= AI'T Title 'STq,yF�� ,.��6�,�us�5, J,��. Contact Name and Title (if different) � �- � � [�cc�-r�z- �-- Company Name `�I o , �-� ��-� 15� I (v Address �� 1,��-�, I K �7� � �-� City/State/Zip ( � � l�i <S (vC� c� �r� Telephone Number(s) L C� � 7� � �."'Ci - i'i'��, �:��5 Fax Number ��=�'?� IY�9 Date ` Rev. 6l2/98 L» � V V � V � � � � � � � � Q Q � � � � 0 0 0 .; ¢� 0 � a .� .F a i� f a � °� � Y� I,� pr1S � �°� �• C,El`ZE : < :� , ,.` �� ,+ �� ; �F r a� � �t � � Q � . � � � � � � � � � a 0 a a � � � .� � :; , � .� �+, �� R� Y��5�� 5pE�1,�,.L . . ; �� , ,� „ � �, '�� ,e � �� L�J � LJ l�J � � � L�J � l�J l!J � � l�■J � � � � � SPECIAL PROVISIO1�fS FOR: NEW SIGNAL INSTALLATIONS AT THE INTERSECTIO� OF: SH 170 / INDEPENDENCE PARKWAY PROJECT No. TPW-T'E-1999-0004 ?; TABLE OF CONTENT� 1. Scope of Work 2. Easements ' 3. Contract Award 4. Project Completion 5. Increase or Decrease in Quantities � 6. Termination 7. Reference Specifications ' 8. Bid Submittal F 9. Warranty 10. Construction Staking ' 11. Traffic Control ' 12. Payment 13. Delays . 14. Detours and Bairicades �` 15. Parkways 16. Disposal of SpoiUFill 17. Zoning Compliance `" 18. Clearing and Grubbing 19. Final Cleanup . " 20. Quality Control Testing $� 21. Property Access 22. Construction Schedule ;F 23. Safety Restrictions - Work Near High Voltage Lines ';; 24. Water Departrnent Pre-Qualification Requirements 25. Right To Audit � ,a 26. Trench Safety �r 27. Subsidiary Work 28. Substitutions 29. Temporary Soil Erosion, Sediment and Water Pollution Con�rol 30. City Furnished Items 31. Existing Utilities 32. Construction �� ¢k .� f� i' � u � � � SPECIAL PROVISIO ` S i' 1. 5COPE OF WORK: The work covered by these plans and specific tions consists of installarion of new traffic signals and all other miscellaneous items of construction to be erformed as outlined in the Plans and Specifications which are necessary to satisfactorily complete the wor . r . AWARDING OF CONTRACT AND WORKING DAYS: � � (a) Contract may not necessarily be awarded to the lowest bid er. The City Engineer shall evaluate and recommend to the City Council the best bid which is consi ered to be in the best interest of the City. The contract will be awarded to the lowest responsive and r sponsible bidder. , l�J �� (b) The number of working days shall be 4�. 2. EASEMENTS: Location of all utilities and right-of-way easemen�s are estimated. The Contractor shall not hold the City of Fort Worth responsible for any delay in issuing the work order for this Contracf. 3. CONTRACT AWARD: Contract will be awarded to the lowest responsive and responsible bidder. L`J � � l�; 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 withjpathe number of working days specified, liquidated damages shall be chazged, as outlined in Part 1, Item 8, P�� graph 8.6 of the "General Provisions" of the Standazd Specification for Construction of the City of Fort Wo� Texas. a 5. INCREASE OR DECREASE IN QUANTITIES: It is the Conh�ctor's sole responsibility to verify all pay item quantiries prior to submitting a bid. ,� When the quantity of work to be done or materials to be fumished � der any major pay item of the Contract is more than 125% of the quantity stated in the Contract, whether sta d by Owner or by Contractor, then either party to the Contract, upon demand, shall be entitled to negotiate �r revised consideration on the portion of work above 125% of the quantity stated in the Contract. , F a When the quantity of the work to be done or materials to be furnishe under any major pay item of the Contract is less than 75% of the quantity stated in the Contcact, whether sta d by Owner or by Contractor, then either party to the Contract, upon demand, shall be enritled to negotiate Pr revised consideration on the portion of � work below 75% of the quantity stated in the Contract. This p graph shall not apply in the event Owner deletes a pay item in its entirety from this Contract. �° C �' � � A major pay item is defined as any individual bid item included in t�e 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; blic Works and approved by the City Council after said work is completed, subject to all other conditions� f the Contract. As used herein, field cost of the work will include the cost of all workmen, foremen, time ke ers, mechanics and laborers; all materials, supplies, irucks, equipment rental for such time as actually used n such work only, plus all power, fuel, lubricants, water and similar operating expenses; and a ratable ortion of premiuxns on performance and payment bonds, public liability, Workers Compensation and al � other insurance required by law or by �k . 4 � � � � � � 6. D '� a a � a � � � � � � i � � 8. 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 kind of equipment to be used but such work will be perf��rmed 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, g��neral supervision and field o�ce expense and all other elements of cost and expense not embraced with th actual field cost as herein specified upon request, the Contractor shall provide the Director of Transportario and Public Works access to all accounts, bills and vouchers relating thereto. TERA'IINATION: The City reserves the right to abandon, without � bligation to the Contractor, any part of the project or the entire project at any time before the Conlractor beg' any construcrion work authorized by the City. ° t� REFERENCE SPECIFICATIONS: This Contract and project 1re govern�ed by the following published specificarions (latest edition), except as modified by these Special P ovisions: � - STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTR UCTION, 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, 2nd Floor, Municipal Building, ort Worth, Texas 76102. The applicable specificarions are indicated on the plans and in the Contract Doc � ents. General Provisions shall be those of the City of Fort Worth document rather than Division 1 of the No entral Texas document. STANDARD SPECIFICATIONS FOR CONSTRUCTION OF 3GHWAYS, STREETS AND BRIDGES, TEXAS DEPARTMENT OF TRANSPORTATION I °k STANDARD SPECIFICATIONS FOR PUBLIC WORSS CONST� UCTION, , NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS �I BID SUBMITTAL: Bidders shall not sepazate, detach or remov any portion, segment or sheets from the Contract Documents at any time. Failure to bid or fully ex bute Contract without retaining Contract Documents intact may be grounds for designating bids as "no esponsive" and rejecting bids or voiding Contract as appropriate and as determined by the Director of the Tra�nsportation 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 one (1) yeaz &om date of final acceptance of this project by the City Council of the City of Fort WoFth. 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. CONSTRUC3'ION STAIQNG: Construction stakes for line and " de will be provided by the City (if required) as outlined on page 17, Standard SpeciFcations jor Str and Storm Drain Constructton, City of Fort Worth. � 11. TRAFFIC CONTROL: The Contractor shall be responsible for providing traffic control during the construction of this project consistent ivith the provisions set fo in the "1980 Texas Manual on Uniform Tra ic Control Devices for Streets and HiRhways" issued under � 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. � ; a The Contractor will not remove any regulatory sign, instructional si�n, street name sign or other sign which has been erected by the City. If it is determined that a sign must be re�noved to permit required construction, the Contractor shall contact the Transportation and Public Works Department, Traffic Services Division (phone number 871-8100), to remove the sign. In the case of regulatdry signs, the Contractor must replace the C� Q permanent sign with a temporary sign�meeting the requirements � f the above referenced manual and such temporary sign must be installed prior to the removal of the pe anent sign. If the temporary sign is not � installed correctly or if it does not meet the required specificario the permanent sign shall be left in place � unril the temporary sign requirements are met. When constructio work is completed to the extent that the permanent sign can be reinstalled the Contractor shall again contact e Traffic Services Division to reinstall the permanent sign and shall leave his temporary sign in place unril suc reinstallarion is completed. � L�J � a I'�■J �� Traffic control will not be paid for directly, but shall be considerec� subsidiary to the various bid items of the contract. . 12. PAYMENT: The Contractor will receive full payment from the City for all work. 13. DELAYS: The Contractor shall receive no compensation for delays or hindrances to the work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide informarion or material, if any, which is to be fumished by the City. When suc�i extra compensation is claimed a written statement thereof shall be presented by the Contractor to the Eng eer and if by him found correct shall be approved and referred by him to the Council for fmal approval or disapproval; and the action thereon by the Council shall be final and binding. If delay is caused by specific o iiers given by the Engineers to stop work or by the performance of extra work or by the failure of the City to p vide material or necessary instrucrions for carrying on the work, then such delay will entitle the Contract r to an equivalent extension of time, his application for which shall, however, be subject to the approval of e City Council; and no such extension of rime shall release the Contractor or the surery on his performan : bond form all his obligarions hereunder which shall remain in full force until the discharge of the Contract. . ± 14. DETOURS AND BARRICADES: The Contractor shall prosecu� his work in such a manner as to create a ,,,inimum of interruption to tcaffic and pedestrian faciliries and to ��e flow of vehicular and pedestrian traffic within the project area. Contractor shall be responsible for installing all construction signs, signals, and markings necessary to provide adequate traffic controls for purposes of construction. Barricades, warning and detour signs shall conform to the Stan�ard Specifications "Barriers and Waming and/or Detour Signs," Item 524 and/or as shown on the plans. The fumishing, placing, and maintaining of O barriers and warning and/or detour signs by the Contractor will not�be paid for directly, but shall be considered subsidiary to the various bid items of the contract. � d � Construction sigaing and bazricades shall conform with "1980 '�exas Manual on Unifortn Traffic Control u Devices, Vol. No. 1." �' ��-1 J u L�J u �� I''' 15. PARKWAYS: During the construction of this project, it is require � that all parkways be excavated and shaped as required at the same timc the roadway is excavated. Excess xcavation will be disposed of at locations approved by the Engineer. Any pazkway shaping is .subsidiary to t� unit prices bid for signal construction. a 16. DISPOSAL OF SPOIL/FII.L MATERIAL: Prior to the dispos" g of any spoiUfill material, the Contractor shall advise the Director of the Department of Engineering actin� 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 Admnustrator to ensure the filing is not occurring within a flood plain without a permit. A flood plain pernut can be issu d upon approval of necessary engineering studies. No fll permit is required if disposal sites are not in a�lood plain. Approval of the Contractor's disposal sites shall be evidenced by a letter �igned by the Admini tor stating that the site is not in a known flood plain or by a Flood Plain Fill Permit authorizing fill within �ilood plain. Any expenses associated with obtaining the fill permit, including any necessary engineering stu es, shall be at the Contractor's expense. In the event that the Contractor disposes of spoiUfill material at a s e without a fill permit or a letter from the Administrator approving the disposal site, upon notificarion by Director of Engineering, Contractor shall i� � �� , � �l Dremove the spoiUfill material at its expense and dispose of such mat�'rials in accordance with the Ordinance of the City and this section. ' . 17. ZO1�iING COMPLIANCE: During the construcrion of this project;�the Contractor shall comply with present a zoning requirements of the City of Fort Worth in the use of vacant property for storage purposes. � 18. CLEARING AND GRUBBING: All objecrionable matter required o be removed within the right-of-way and not particularly described under these specificarions shall be c� ered by Item No. 102, "Clearing and Grubbing" and shall be subsidiary to the other items of the Contract. a 19. FINAL CLEANiJP: Final cleanup work shall be done for this pr ject as soon as the construction has been completed. No more than seven days shall elapse after completio�} of construcrion before the roadway and right-of-way is cleaned up to the sarisfaction of the Engineer. � � 20. QUALITY CONTROL TESTING: The Contractor shall furnis� 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 a and/or Portland cement concrete to be used and gradation analysis f�r sand and crushed stone to be used along with the name of the pit from which the material was taken. 'Tk Y Contractor shall provide manufacturer's certificarions for all manufactured items to be used in the project an��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 prior to the O placing of concrete using the same aggregate, cement and mort�rr that are to be used later in the concrete. The Contractor shall provide a certified copy of the test results t� the City. � (b) Quality control testing of in situ material on this project will b erformed by the City at its own expense. Any retesting required as a result of failure of the material t�meet project spec�cations will be at the � expense of the Contractor and will be billed at commercial rates as detemuned 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 �ontract. (c) The Contractor shall provide not less than 48 hours notice to thq City for operarions requiring testing. The � Contractor shall provide access and trench safety system (if req�ired) for the site to be tested and any work effort involved is deemed to be included in the uxut pnce for the'item being tested. � � (d) The Contractor shall provide a copy of the trip ticket for each 1 ad of fill material delivered to the job site. The ticket shall specify the name of the pit supplying the fill erial. � Q 21. PROPERTY ACCESS: Access to adjacent property shall be main ' ed at all times unless otherwise directed by the Engineer. � 22. CONSTRUCTION SCHEDiTLE: It shall be the responsibility of e Contractor to furnish the Engineer, prior to construction, a schedule outlining the anticipated time each ,�hase of construction will begin and be completed, including sufficient time being allowed for cleanup. , � 23. SAFETY RESTRICTIONS - WORK NEAR ffiGH VOLTAG� 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, paiY ed yellow with black letters that are legible � at twelve feet shall be laced inside and outside vehicles suc Nas cranes, derricks, power shovels, drilling P rigs, pile drivers, hoisting equipment or similaz apparatus. The warning sign shall read as foUows: a . � � � � � � � U � 24. � (`� 25. t� � ,� - �J � � � � � � "WARNING—LTNLAWFUL VOLTAGE LINES." ,, . � T� TO OPERATE THIS EQTJIPMENT WITHIN SIX FEET OF HIGH (b) Equipment that may be operated within ten feet of high voltag lines shall have an insulating cage-type of guard about the boom or arm, except back hoes or dippers and ' sulator links on the lift hood connections. (c) When necessary to work within six feet of high voltage electric lines, no�cation shall be given the power company (TU Electric Service Company) which will erect temporary mechanical barriers, de-energize the line or raise or lower the line. The work done by the power co ` any shall not be at the expense of the City of Fort Worth. The norifying department shall maintain an a�curate log of all such calls to TU Electric Service Company and shall record acrion taken in each case. 3! M (d) The Contractor is required to make artangements with the TU Electric Service Company for the temporary relocation or raising of high voltage lines at the Contractor's sole cost and expense. . �� (e) No person shall work within six feet of a high voltage line with�ut protecrion having been taken as outlined in Paragraph (c). ' �i WATER DEPARTMENT PRE-QUALIFICATION REQUIREMENTS: Any Contractor performing any work on Fort Worth water or sanitary sewer faciliries must be pre-qualified with the Water Department to perform such work in accordance with procedures and specificatio� described in the current Fort Worth Water Department General Specificarions. RIGHT TO AUDIT: Contractor agrees that the City shall, until� e expiration of three (3) yeazs after final payment under this Contract have access to and the right to ex ' e and photocopy any d'uectly pertinent books, documents, papers and records of the Contractor involying 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 workspa e in order to conduct audits in compliance with the provisions of this section. The City shall give Contractor r asonable advance notice of intended audits. (a) Contractor further agrees to include in all its subcontracts h�reunder a provision to the effect that the subcontractor agrees that the City shall, under the expiration of three (3) years after fmal payment under the subcontract, have access to and the right to examine a il photocopy any directly pertinent books, documents, papers and records of such subcontractor involvin transactions to the subcontract and further, that City shall have access during normal working hours to all bcontractor facilities and shall be provided adequate and appropriate work space in order to conduct aud� in compliance with the provisions of this article together with subsecrion (c ) hereof. City shall give subcontractor reasonable advance notice of intended audits. (b) Contractor and subcontractor agree to photocopy such doc ts as may be requested by the City. The City agrees to reimburse Contractor for the cost of copies as fo ows: 1. 50 copies and under $0.10 per page. 2. More than 50 copies $0.85 for fust page plus $0.15 for each page thereafter (c) "Contractor agrees that the City shall, until the expirarion of ee (3) years after imal payment under this Contract have access to and the right to examine any direc y pertinent books, documents, papers and records of such subcontractor, involving iransacrions to the bcontract and further, that City shall have access during normal working hours to all appropriate work s�ace, in order to conduct audits in compliance with the provisions of this article. City shall give subcontractor reasonable advance notice of intended audits." . ., k �*1 � � � 1�9 L�] �� i � ► l�J �� 0 1� � �I � 26. TRENCH SAFETY: The Contractor must comply with the follo ` g basic requirements in order to provide for the safety and health of workers in a trench. The Contractor sha develop, design and implement the trench excavation safety protection system. The Contractor shall beaz 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 ench excavarions deeper than five (5) feet. The Excavating and Trenching Operation Manual of the Occupatio F 1 Safety and Health Administrarion, U.S. Department of Labor, shall be the miuimum governing requiremenf of this item and is hereby made a part of this specificarion. The Contractor shall, in addition, comply with �11 other applicable Federal, State and local rules, regularions and ordinances. . � The Contractor shall provide all methods used for trench excavarion safety protecrion including furnishing, designing, providing all materials, tools, labor, equipment and incidentals necessary, including removal of the system. �27. SUBSIDIARY WORK: Any and all work specifically govemed � documentary requirements for the project such as condirions imposed by the Plans, the General Contr� t Documents or these Special Contract Documents, in which no specific item for bid has been provided f�r in the Proposal, shall be considered as a subsidiary item of work, the cost of which shall be included in the ��rice bid in the Proposal, for each bid item. Surface restorarion and cleanup are general items of work, which fa � in the category of subsidiary work. a� 28. SUBSTITUTIONS: The specifications for materials set out the minimum standard of quality which the City believes necessary to procure a satisfactory project. No substitutio will be pemutted until the Contractor has received written permission of the Engineer to make a substitutio ' for the material which has been specified. Where the term "or equal", or "or approved equal" is used, it is un erstood that if a material, product, or piece of equipment bearing the name so used is fiunished, it will be app ved, as the particular trade name was used for the purpose of establishing a standard of quality acceptable to e City. If a product of any other name is proposed for use, the Engineer's approval thereof must be obtaine before the proposed subsritute is procured by the Contractor. Where the term "or equal", or "or approved equ " is not used in the specifications, this does not necessarily exclude alternative items or material or equipment � hich may accomplish the intended purpose. However, the Contractor shall have the full responsibility of prov g that the proposed substitution is, in fact, equal, and the Engineer, as the representative of the City, shal� be the sole judge of the acceptability of substitutions. The provisions of this sub-section as related to "Su�stitutions" shall be applicable to all sections of these specifications. �� 29. TEMPORARY SOIL EROSION, SEDIIVIENT AND WATER 1��LLUTION CONTROL: The Contractor shall provide all temporary soil erosion, sediment and water pollu 'on control measures for the duration of the Contract in compliance with Federal (EPA), State of Texas, and Ci of Fort Worth regulations. The temporary measures shall include silt fences, temporary construction entrance , dikes, dams, berms, sediment basins, fiber mats, jute netring, temporary seeding, straw mulch, asphalt m ch, plastic liners, rubble liners, baled-hay retards, dikes, slope drains, and other devices. Such prevention measures shall be in accordance with the North Central Texas Council o}' Governments Storm Water Quality Best Mana�;ement Practices for Construction Activities. All work, materials, and equipment necessary to '�ovide temporary erosion control shall be considered subsidiary to the Contract and no extra pay will be give� for tlus work. 30. CITY FUR1vISHED ITEMS: The City shall furnish the following items for the project: poles, mast arms, cabinets, and controllers as shown on the plans. The Contracto ''shall provide a written request to Mr. Dan ` t Holt, Traffic Services Superintendent, for these items at least 7 ys in advance of the Contractor's proposed installation date. The Contractor shall pick up these items at the ty's warehouse located at 3409 Harley Ave. or 2500 Brennan Street, transport, and install them at the project la�ation. �� l�J , � � � I�� The Contractor will install the cabinet and ternrinate the field wiri�g. The City will install and tum on the controller. , The Contractor shall furnish all other labor, equipment, and mate�ials for construction of the project. All inspection shall be by the City of Fort Worth. 9F � 31. EXISTING UTII.ITIES: It shall be the responsibility of the Co tractor to determine the existence of, to verify locarions, elevarions, and dimensions of adjacent and/or confl'cting utiliries in order that adjustments can be made to provide adequate clearances. The Contractor shall pres rve and protect public utilities at all times during construction. Any damage to uriliries resulting from the ontractor's work shall be restored at the Contractor's expense. Public utiliries shall be norified when propose facilities conflict with existing utilities. Contractor shall contact the following urility companies 48 hours prior to doing work at any location: Lone Star Gas Southwestem Bell AT&T Mazcus Cable Western Union Cable TU Electric City of Fort Worth Water Department � City of Fort Worth Transportarion and Public Works Department �� etro (214) 263-3444 800-344-8377 1 840-878-8711 246-5538 ( d14) 939-1930 1 800-233-2133 1-8275 8� 1-8100 If any City of Fort Worth water utility is in the vicinity of a propose' pole foundation (within 3.0 feet), then the Contractor will hand dig to uncover the water line and verify �� the proposed pole foundation locarion is � satisfactory. � The Contractor shall be liable for all damages done to urilities as a r�sult of his/her operations. 32. CONSTRUCTION: • �M � NON-PAY ITEM No. 1- CLEARING AND GRUBBiNG: All objecdonable items within the limits of this project and not oth rwise provided for shall be removed under this item in accordance with Standard Specification Item 102, "Cl aring and Grubbing." However, no direct {� payment will be made for this item and it shall be considered incide tal to this Contract. �� NON-PAY ITEM No. 2- SPR�LING FOR DUST CONTROL: �ry' All applicable provisions of Standard Specifications Item 200, prinkling for Dust Control" shall apply. I'� However, no direct payment will be made for this item and it shall e considered incidental to this Contract. j,.� ; NON-PAY ITEM No. 3- PROTEC'TION OF FENCES, TREES, PLANTS AND SOIL: � All property along and adjacent to the Contractor's operations incl"ling fences, lawns, yards, shrubs, trees, etc. shall be preserved or restored after completion of the work to a c dition equal or better than existed prior to start of work. 3 �� L#� By ordinance, the Contractor must obtain a pemut from the City F rester before any work (trimming, removal or root pnuung) can be done on trees or shrubs growing on publ properiy including street right-of-way and designated alleys. This pernut can be obtained by calling the For try Office at 871-5738. All tree work shall be in compliance with pruning standards for Class II Pruning as de, cribed by the National Arborist Associarion. A copy of these standards can be provided by calling the above ntunber. Any damage to public trees due to negligence by the Con�actor shall be assessed using the current f imula for Shade Tree Evaluation as defined by the Intemational Society of Arboriculture. Payment for negli�ent damage to public trees shall be made to the City of Fort Worth and may be withheld from funds due to the ��ontractor by the City. � O � � � � � L"'J O L'�! � � � � � � � L�J , l.� To prevent the spread of the Oak Wilt fungus, all wounds on Live O��k and Red Oak trees shall be 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 flared surface (sidewalk ramp wing or curb) shall��e colored with LITHOCHROME color hardener or equal. A brick red color, a dry-shake hardener manufa' ed by L.M. Scofield Company or equal, shall be used in accordance with manufacttuer's instructions. Contr ctor shall provide a sample concrete 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 E gineer, shall be the acceptable standard to be applied for all construcrion covered in the scope of this Non-Pa�Item. No direct payment will be made for this item and it shall be considered incidental to this Contract. A The method of applicarion shall be by screen, sifter, sieve, or oth�� means in order to provide for a uniform color distribution. NON-PAY ITEM No. 5— EXISTING UTILI'ITES: - The locarion and dimensions shown on the plans r.elative to existin� utilities are based on the best information available. It shall be the Contractor's responsibility to verify loca�ions of adjacent and/or conflicting utilities sufficiently in advance of the construchon process to provide adequ te cleazances. The Contractor shall take all necessary precaurions to protect all services encountered. No pa ent will be made for utility adjustments. Should the Contractor damage service lines due to his negligence, �e lines shall be repaired and adjusted by the Contractor at the Contractor's expense. , PAY ITEMS: TRAFFIC SIGNAL INSTALI.ATION: These bid items co�sist of New Signal Installarions at the Intersection of SH 170 / Independence Parkway in accordance v�n'tl� the plans and specifications. Measurement and payment shall be on the basis of the unit prices bid and sha�ll be total compensation for furnishing all materials, tools, equipment, labor, and any incidentals necessary to �omplete the work. �� Traffic signal installation shall be performed with new equipm��t; some of the major equipment shall be furnished by the City of Fort Worth. The Contractor shall rece%ve this equipment at the City's wazehouse located at 3409 Harley Ave, or 2500 Brennan Street and transport �d install it at the project site. Any salvaged or unused equipment shall be delivered to tho City's warehouse. � � � � lJ � � � �� l � � t� ,� �� L.J � � � � � , ,� t � PART E { SPECIFICATIOI'�S The City of Fort Worth's "Standard Specifccations.for Street and S�'rm Drain Construction" will govem this project, except as modified by the Contract Documents and the plans. �copy of these Standard Speciiicarions may be purchased at the office of the Transportation and Public Works Director, 1000 Throclanorton Street, 2nd Floor, Municipal Building, Fort Worth, TX 76102. _ "Texas Department of Transportation Standard Specifications for Cons�ction of Highways, Streets and Brid�es ", latest edition, are also referenced by the plans and Contract Documents �or signal installations. `Standard Speci�cations.for Public Works Consiruction ", latest editio�, as published by the North Central Texas Council of Governments (NCTCOG) shall cover any remaining items °not included by the Fort Worth or TxDOT Standard Specifications or modified specifically by the plans or Cont�a�i Documents. �,� �� sK � � � � � � � � CITY OF FORT WOR a% DEPARTMENT OF TRANSPORTATION D PUBLIC WORKS � �j � O � � � � � l*J �.�J l*'J L�J � � � � SPECIFICATIONS FOR LED TRAFFIC SI�GNAL LAMP UNITS � May 28,1999 Y, S� 1.0 Purpose: • 1.0.1 1.0.2 2.0 2.1 This specification describes the minimum acceptable design and performance requirements for LED (light emitting diode) traffi» signal lamp units to be supplied to the City ��of Fort Worth, Department of T�ansportation and Public Works (hereinafter City ). a qt The equipment furnished shall conform tc� these Specifications, -Further, equipment shall conform to the applicable re; uirements of: the Underwriter's Laboratory Incorporate (UL); the American Society for Testing and Materials (ASTM); the American National Standards Institr�te (ANSI); the National Electrical Manufacturers Association (NEMA); and c��ther applicable standards and specifications. �� y The Contractor shall be required to submit a c py of a test report certified by an independent laboratory that the LED traffic si nal lamp model submitted meets I.T.E. Standards for light distribution, chroma�icity, and power (consumption, power factor and harmonic distortion). LED Traffic Si�nal Lamp Unit. General. 2.1.1 2.1.2 2.1.3 2.1.4 The LED traffic signal lamp unit shall be,designed to retrofit existing traffic signal housings built to ITE Vehicle Traffc Signal Head Standards without the use of any special tools. � � Installation of a retrofit replacement L�Q traffic signal lamp unit into an existing signal housing shall only requ��re removal of the existing lens, reflector, and incandescent lamp; fitting of the new unit securely in the housing door, and connecting to existing electrical wiring or terminal block by means of simple connectors. ep If proper orientation of the LED unit is r quired for optimum performance, prominent and permanent directional arking(s), that is an "UP ar�ow," for correct indexing and orientation shall� xist on the unit. , The manufac�urer's name, serial number and date of shipment shall be permanently marked on the backside ofj,the LED traffic signal lamp unit. 1 of 4 �! � � � � � � �� Ly � � � � �. � � � .r: � � 2.2 2.3 CITY OF FORT WORTH �� DEPARTMENT OF TRANSPORTATION A�VD PUBLIC WORKS �� Physical and Mechanical Requirements. ,a � 2.2.1 The LED traffic signal lamp unit sh�ll be a single, self-contained device, not requiring on-site assembl� for installation into an existing traffic signal housing. 2.2.2 The assembly and manufacturing pr' cess for the LED traffic signal lamp unit assembly shall be such a to assure all internal LED and electronic components are adequ,^tely supported to withstand mechanical shock and vibration from �kigh winds and other sources. 2.2.3 Each LED traffic signal lamp unit �hall comprise a UV stabilized polymeric outer shell, multiple LED I ht sources, a regulated power supply and a polycarbonate back co ¢ r assembled in a silicon sealed unit. LEDs are to be uniformly coated C board. Optical and Li�ht Output Requirements. 2.3.1 2.3.2 The LEDs shall be manufactured us'��g AIInGAP tectinology or other LEDs with low susceptibility to teriiperature degradation (AIGaAs) LEDs will not be allowed. a Each LED traffic signal lamp shall�� meet minimum laboratory light intensity values, co or (chromaticity) and light output distribution as described in I.T.E. tandards, as sh �vn in Section 11.04 Table 1 and Section 8.04 Figur 1 of the VTCS �(Vehicle Traffic Control Signal Head Standard). Each LED traffic signal lamp unit shall meet the minimum requireme�ts for light outp�t for the entire range from 80 to 135 volts. . 2.4 Electrical. 2.4.1 Each unit shall inc rporate a regul ted power supply engineered to electrically protect the LEDs an � maintain a safe and reliable operation. The po er supply sha I provide capacitor filtered DC regulated current ' to the LEDs �rper the LEDs manufacturer's specification. I +sk 2.4.2 The LED traffic signal lamp unit s all operate on a 60 Hz AC line voltage ranging fro� 80 volts RM ` to 135 volts RMS. The circuitry shall prevent flicke ing over this vol �ge range. Nominal rated voltage for all measuremen�s shall be 117 v�lts RMS. k 2 of 4 � u � � 'L#J 2.4.5 Two captive, color coded, � 36 in. long, 600 V, 18 AWG minimum jacketed wires, conforming to the N'tional Electric Code, rated for service at +105 C, are to be provided r an electrical connection. � � � O � � CITY OF FORT WORTH DEPARTMENT OF TRANSPORTATION A�TD PUBLIC WORK �� k 2.4.3 The LED traffic signal lamp unit shall be operationally compatible with controllers and conflict monitors curr�ntly used by the City of Fort Worth. M� , ; •F 2.4.4 The LED lamp unit shall contain a disc�onnect that will show an open switch to the conflict monitor when le�s than 60% of the LEDs in the unit are operational. ;� 2.4.6 LEDs shall be arranged in no less than five (5) equally loaded circuits. 2.4.7 The LED signal shall operate with a m��imum 0.90 power factor. 2.4.8 Total harmonic distortion (current and voltage) induced into an AC power line by a signal module shall no� exceed 20 percent. N E 2.5 Environmental Requirements. 2.5.1 2.5.2 2.5.3 The LED traffic signal lamp unit shal `be rated for use in the ambient operating temperature range of �0 C��o +74 C. � � The unit shall be dust and moisture tight to protect all internal LED and electrical components. a' �F . The unit shall consist of a housing th�� is a sealed watertight enclosure that eliminates direct contamination and allows for safe handling in all weather conditions. { ) 2.6 Production Testin� Requirements. �° � � 2.6.1 Each new LED traffic signal lamp unit shall be energized for a minimum of 24 hou�s at operating vo�age and at a temperature of +60 C in order to cause any electrornc ,4nfant mortality to occur, and to ensure electronic component reliability prior to shipment. After the burn-in procedure is compl ed, each LED traffic signal lamp unit shall be tested by the manufa urer for rated initial intensity at rated operating voltage. , . �F k F 2.6.2 � � � � � 3 of 4 � � � � � � � � � � � � � � � � � � � � H CITY OF FORT WORTH �� DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS � 9 3.0 Documentation Requirements. a 3.1 Each LED traffic signal lamp unit sha�J be provided with the following documentation: R � A. Complete and accurate installation wiring guide. � B. Contact name, address, telephone i�umber for the representative, manufacturer, or distributor for warran�r repair. 3.2 One schematic diagram shall be pr �vided for each LED lamp unit, along with any necessary installation i�structions. 4.0 Warranty. 4.1 4.2 The LED traffic signal lamp unit shall � e warranted against failure due to workmanship or material defects �,rithin the first five years of field operation. � If any one LED circuit should fail, itUshould be easily identifiable by visual inspection and replaced or rep�tred per the warranty. � � � ,. ,� �9 f' p 4 of 4 M M L!1 I� � L�J C!J � �p SILICONE JOINT SEALING FOR CON(qRETE PAVEMENT: , CITY OF FORT WORTH, TE�S TRANSPORTATION AND PUBLIC WORKS�' EPARTMENT SPECIFICATION for SILICONE JOIN . SEALING (Revision 2, October 18, 1989 � (Revision 2, May 12, 1994) �� ; 1. SCOPE �� This specificarion for silicone joint sealing Portland Cement Concret pavement and curbs shall supersede Item 314.2. (11) "Joint Sealing Materials" of STANDARD SPECIFI�ATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY OF FORT WORTFi, and Ite F 2.210 "Joint Sealing" of STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTIO� - NORTH TEXAS COUNCIL OF GOVERNMENTS. �� 2. DESCRIPTION � � This specification for silicone joint sealing shall apply to, but shall not be limited to, all Portland Cement Concrete street pavement and curbs. A;. � � L�i � � �sJ � � �1 1I1 � 3. MATERIALS �k Table III Self-Leveling Joint�Sealant F —�� 3.1 The silicone joint sealant shall meet Federal Specification TT-S-001543A for Class A sealant except as modified by the test requirements of this specification. Be�ore the installation of the joint sealant, the Contractor shall furnish the Engineer certiiication by an ind�pendent testing laboratory that the silicone joint sealants meet these requirements. �� 3.2 The manufacturer of the silicone joint sealant shall have a� um two-year demonstrated, documented successful field performance with Portland Cement Conar x��e gavement silicone joint sealant systems. Verifiable documentation shall be submitted to the Engin�er. Acetic acid cure sealants shall not be accepted. The silicone sealant shall be cold appliad. �� 3.3 Self-Leveling Silicone Joint Sealant � � � The joint sealant shaIl be Dow Corning 890-SL self-leveling��silicotte joint sealant as manufactured by Dow Corning Corporation, Midland, MI 48686-0994, or an appro�ed equal. p Salf-Leveling Silicone Joint Sealant for Asphalt Test Method Test As Supplied **** MII.-S-8802 ASTM D 1475 ssss ***s ***� � Requirement ;u Non Volatile Content, % mi�. Extrusion Rate, grams/minu�e Specific Gravity «w Skin-Over Time, minutes m�c. Cure Time, days FuII Adhesion, days :k Silicone Joint Sealant For Concrete Pavement � ,F ,� ip 96 to 99 275 to 550 1.260 to 1.340 60 14 to 21 14 to 21 Page 1 of 4 L� �� 0 @'_J 0 � � � � .� � � � � � � �J As Cured — After 21 Days at 25°C. (77°F.) and 50°/a RH �� ASTM D 412, Die C Mod. Elongation, % min. �� ASTM D 3583 Modulus @ 150% Elongation, PS�I (Sect. 14 Mod.) ASTM C 719 Movement, 10 cycles @+ 100/-5��0% ASTM D 3583 . Adhesion to Concrete, % Elonga�ion min. (Sect. 14 Mod.) ASTM D 3583 Adhesion to Asphalt, % Elonga��n min. (Sect. 14 Mod.) � 1400 No Failure 600 600 3.4 The joint filler sop shall be of a closed cell expanded polyethyl��e foam backer rod and polyethylene bond breaker tape of sufiicient size to provide a right seal. The bac , rod and breaker tape shall be installed in the saw-cut joint to prevent the joint sealant from flowing to e bottom of the joint. The backer rod and breaker tape shall be comparible with the silicone joint sealant d no bond or reacrion shall occur between them. Reference is made to the "Construction Detail" she t for the various joint details with their respective dimensions. 4. TIME OF APPLICATION On newly constructed Portland Cement Concrete pavement, the jo�ts shall be initially saw cut to the required depth with the proper joint spacing as shown on the "Construction etail" sheet or as directed by the Engineer within 12 hours of the pavement placement. (Note that for the i�`dummy" joints, the initial 1/4-inch width "green" saw-cut and the "reservoir" saw cut are idenrical and should��e part of the same saw cutting operation. Immediately after the saw cutting pressure washing shall be applied to flush the concrete slurry from the freshly saw cut joints.) The pavement shall be allowed to cure for a minnn of seven (7) days. Then the saw cuts for the joint sealant reservoir shall be made, the joint cleaned, and the j�t sealant installed. During the application of the joint sealant, the weather shall not be inclement and the temperahue shall be 40°F. (4°C.) and rising. � 5. EQUIPMENT �� 5.1 5.2 5.3 5.4 The Contractor shall furnish all t�ecessary equipment. Th ° Contractor shall keep his equipment in a satisfactory working condition and shall be inspected by the �ngineer prior to the beginning of the work. The minimum requirements for construction equipment shall b� as follows: Concrete Saw: The sawing equipment shall be adequate in s�e and power to complete the joint sawing to the required dimensions. High Pressure Water Pump: The high pressure cold water pux�ping system shall be capable of delivering a sufficient pressure and volume of water to thoroughly flush the concrete slurry from the saw-cut joint. �� Air Compressors: The delivered compressed air shall have �a pressure in excess of 90 psi and 120 cfm. There shall be suitable reaps for the removal of all free wate� and oil from the compressed air. The blow- tube shall fir into the saw-cut joint. �� 5.5 Extrusion Pump: The output shall be capable of supplying a ufficient volume of sealant to the joint. 5.6 Injecrion Tool: This mechanical device shall apply the sealan �uniformly into the joint. 5.7 Sandblaster: The design shall be for commercial use with air�ompressors as specified in Pazagraph 5.4. 5.8 Backer Rod Roller and Toolin� Instrument: These devices s�ll be clean and free of contamination. They shall be compatible with the join depth and width requireme ; Silicone Joint Sealant For Concrete Pavement � ,k Page 2 of 4 � 0 I�J L� L`, � � l�'J � 0 '�.'J � � � � r� � 6. CONSTRUCTION METHODS 6.1 General: The joint reservoir saw cutting, cleaning, bond break�r installation, and joint sealant placement shall be performed in a continuous sequence of operations -N • �k 6.2 Sawing Joints: The joints shall be saw-cut to the width and de th as shown on the "Construction Detail" sheet. The faces of the joints shall be uniform in width and dep� along the full length of the joint. ! 6.3 Cleaning Joints: Immediately after sawing, the resulting concre�� slurry shall be completely removed from the joint and adjacent area by flushing with high-pressure water# The water flushing shall be done in one- - direction to prevent joint contamination. When the Contractor elects to saw the joint by the dry method,��lushing the joint with high-pressure water. may be deleted. The dust resulting from the sawing shall be removed from the joint by using compressed air. (Paragraph Rev. 1, October 18, 1989) � After complete drying, the joints shall be sandblasted. The no�le shall be attached to a mech�nical aiming device so that the sandblast will be ditected at an angle of 45 degrees and at a distance of one to two inches from the face of the joint. Both joint faces shall be sandblast in separate, one directional passes. Upon the ternunation of the sandblasting, the joints shall be blowtt ut using compressed air. The blow tube shall fit into the joints. The blown joint shall be checked for residual dust or other co �amination. If any dust or contamination is found, the sandblasting and blowing shall be repeated until � e joint is cleaned. Solvents will not be permitted to remove stains and contamination. � Immediately upon cleaning, the bond breaker and sealant shal�be placed in the joint. Open, cleaned joints shall not be left unsealed overnight. ;� . �: Bond Breaker Rod and Tape: The bond breaker rod and tae s ll be installed in the cleaned joint prior to the application of the joint sealant in a manner that will produc � the required dimensions. 6.4 Joint Sealant: Upon placement of the bond breaker rod and tap�, the joint sealant shall be applied using the mechanical injection tool. The joint sealant application shall ot be permitted when the air and pavement temperature is less than 40F (4C). Joints shall not be sealed ess they are clean and dry. Unsatisfactorily sealed joints shall be refilled. Excess sealant left on the pavement surface shall be removed and discarded and shall not be used to seal the joints; The pavement surface shall present a clean fmal condition. ;' Traffic shall not be allowed on the fresh sealant until it becom�s tack-free. Approval of Joints: A representative of the sealant manufa turer shall be present at the job site at the beginning of the final cleaning and sealing of the joints. H shall demonstrate to the Contractor and the Engineer the acceptable method for sealant installation. The� manufacturer's representative shall approve the clean, dry joints before the sealing operation commences. . 7. WARItANTY The Contractor shall provide the Engineer a manufacturer's written guarantee on all joint sealing materials. The manufacturer shall agree to provide any replacement material fre of chazge to the City. Also, the Contractor shall provide the Engineer a written warranty on all sealed join � The Contractor shall agree to replace any failed joints at no cost to the City. Both warranties shall be for on yeaz after final acceptance of the completed work by the Engineer. , , x. Silicone Joint Sealant For Concrete Pavement � Page 3 of 4 �� V � �..7" � � � � � � � � � . ; �� 8. BASIS OF PAYMENT 'F No payment will be made for this subsidiary pay item. Contractor s�all furnish all materials; prepaze, deliver, and apply sealing materials; and provide all labor, equipment, tools$rand incidentals necessary to complete the silicone joint sealing in conformity with the plans and these specifica�ons. G m Silicone Joint Sealant For Concrete Pavement �I , , �� M :� .� b �p � t d� k i i� � �� 0 Page 4 of 4 � � � � � � � � � � � � � � � � � � � � PART E (Con't.�� INDEX OF SPECIFICATIONS FOR INSTALLATION �OF TRAFFIC SIGNALS 1.0 ELECTR « 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 11.0 12.0 13.0 14.0 15.0 ICAL SERVICE CONDUIT CABLE � GROUNDING �p VEHICLE LOOP DETECTOR CONCRETE FOUNDATIONS FOR SIGNAL S� RUCTURES SIGNAL HEADS + SAMPLING AND TESTING �: WARRANTIES / GUARANTEES TRAFFIC SIGNAL MAINTENANCE DURING (�ONSTRUCTION MEASUREMENT AND PAYMENT �k EXPERIENCE AND QUALIFICATIONS � SIDEWALK RAMPS INSTALLATION OF TRAFFIC SIGNALS MIS `ELLANEOUS SPECIFICATIONS FOR L.E.D. TRAFFIC SIG�AL LAMP UNITS � � ;� � � � � � Page 1 of 14 � ,o L�' � � � l�J l�l � � � U � � [�' � �s�; � 1.0 ELECTRICAL SERVICE 1.1 The contractor shall furnish and install conduit a d wire from pull boxes or signal foundations for AC service as shown on plans�and as required by the Power Company for traffic signal controllers and str�et lighting (if required). The �ontractor shall coordinate and verify exact requirements for conduit and wire with the Power Company before any work is sta�rted. Installation of conduit and wire to the Power Company vaults shall ,be per the Power Company specifications. � 1.2 Service item shall consist of all components to provide a fully functional service location, including all wire, pole, meter and breaker box. The only service conduit, paid separately from this bid item is th�; length from the service pole to the cabinet. 2.0 CONDUIT 2.1 New Conduit 2.1.1 Unless otherwise shown on plans, all conductors shall be in conduit except when in metal poles. All conduit and fittings shall be �f the sizes and types shown on the plans. Each section of conduit shall ,pear evidence of approval by . Underwriter's Laboratories. Rigid metal con��uit shall be steel, hot-dipped galvanized inside and outside. PVC conduit shall be Schedule 40 and meet the requirements of NEMA Standard TC-2, UL 651,�and the NEC. 2.1.2 Conduit terminating in pole bases or pedestal �ases shall not extend vertically . more than 3 inches above the concrete found tion. Field bends in rigid metal conduit shall have a minimum radius of 12 diameters of the nominal size of the conduit. Copper clad ground rods in signal bases shall not extend vertically more than 3 inches above the concrete foundation. � 2.1.3 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 t�e coating on a metal conduit run has been damaged in handling or installatior�, such damaged parts shall be thoroughly painted with rust preventive paint. PVC conduit shall be joined by solvent-weld method in accordance with the conduit manufacturer's recommendations. All couplings and connectio�s shall be tight and waterproof. � 2.1.4 Ends of conduits shall be capped or plugged 'i�ntil the installation of wire. No reducer couplings shall be used unless specific�lly indicated on the plans. � �, � � � Page 2 of 14 L� � � � �I 1�� i�J u damage to the insulation. Installation methods shall conform to the recommendations of the cable manufacturer. The Contractor shall furnish at least finro copies of the manufacturer's rec ��mmendations, which includes: methods of attaching pull cable, pulling tensi n per conductor size and per radius of conduit bend, and the type of lubricant, o be used. 3.1.3 All cables in a given conduit run shall be pulled at the same time and the conductors shall be assembled to form one I op in such a manner that the pulling tension is distributed to all the cables. ong, hard pulls will necessitate the use of pulling eyes. For short runs, the cabl s may be gripped directly by the conductors by forming them into a loop to wh h the pull wire or rope can be attached. The insulation on each conductor sh � II be removed before the loop is formed. The method used will depend on the anticipated maximum pulling tension in each case. 3.1.4 In many instances, existing conduits which cor� ain signal cable are to be used for the installation of new cables. In such loc tions, where new cables are to replace all existing cables, the existing cables � ay 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, then �-eplaced, adding the new cables to the existing cables to form one cable pull. In tallation shall be done in such a way as to prevent damage to the existing an or new cables. In the event of damage, the Contractor shall bear the respo ibility of material and labor for replacement of defective cables. ' . � 3.1.5 � � � � . � � 3.1.6 � � � The manufacturer's recommended maximu � pulling tensions shall not be exceeded under any circumstances. If so required by the Engineer, the Contractor shall insert a dynamometer in the ull wire as the cables are being pulled into the conduit to demonstrate that the ��aximum 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 c" nduit. Sheaves or other suitable devices shall be used as required to reduce ny hazards to the cable during installation. The cables shall be adequately ubricated to reduce friction and further minimize possible damage. Such lubric nts shall not be the grease or oil type used on lead sheathed cables, but shall� be one of several commercially available wire pulling compounds that are suitable for PVC sheathed cables. They shall consist of soap, talc, mica, or simila materials and shall be designed to have no deleterious effect on the cables bein� used. .� The cables shall be neatly trained to their de�tinations in manholes, cabinets, pole bases, pull boxes, and all other terminat�ons. The cable manufacturer's recommended values for the minimum bending radii to which cables may be bent for permanent training during installation � hall be adhered to. These limits do not apply to conduit bends, sheaves or otf�r curved surfaces around which F Page 4 of 14 - C � � � I^J 1�J � these cables may be pulled under tension whi�e being installed. Larger radius bends are required for such conditions. " ,F 3.2 Wire and Cable � .r �4 3.2.1 All wire and cable shall be IMSA rated and coriform to the requirements shown on the plans, except wire and cable specifically covered by other items of this contract. Electrical conductors �shall be annealed copper. The minimum size of conductors shall be as indicated on the plans., }All insulated conductors for 120 VAC circuits shall be rated for 600 volts and m rked in accordance with UL and NEC requirements. All power common wires s��all have white insulation and the power positive shall have black insulation. : F 3.2.2 Multiconductor signal cable ��shall meet th�� requirements of IMSA 20-1 � (polyethylene jacket, 600V rating, straight lay). ' � 3.2.3 Loop detector lead-in cable shall be a single four (4) conductor No. 18 AWG, jell- filled, shielded cable. One (1) cable shall service each loop where practical. L�J � l.�*J �� ►�J 3.3 Controller Cabinet Wirin� 3.3.1 Wiring to the controller, shall consist of connecti ig: (1) wires to signals, (2) wires to detectors, (3) the power wires, (4) the groun wires, (5) the pedestrian push- button wires, {6) the Opticom wires, and (7) th ;, coax interconnect wires. At the controller cabinet, the stranded conductors from the field shall be stripped back and insulated with solderless lugs crimped to wire. These "lugs" shall be inserted under the binder head screw and tightened securely. 3.3.2 All field wiring in cabinets shall be neatly ins �Iled. Incoming cables shall be trained to their destination and neatly laced t ether. All spare wires shall be trimmed, and neatly coiled with the ends tap . Detector lead-in cables shall have their insulation jackets removed fro the terminal strip connection unsheathed to the bottom of the cabinet, and h�re the ground wires tied together in the bottom of the cabinet. 3.3.3 Pedestrian push buttons shall have a commo� ground wire that is completely � isolated and independent from all other gro'�nd wires. This wire shall be connected to the designated terminal in the cor��troller cabinet. ! 3.4 Signal Head Wiring �. � � a� 3.4.1 Wiring for the signal head shall consist�of cor�� ecting the pigtail in each signal section to the common terminal block in each si�nal face. All conductors running from any terminal points located in the pole or transformer base to the signal- head terminal shall be No.14 AWG solid multiconductor cable. Page 5 of 14 1� � 3.5 Terminals � .3.5.1 Except for controllers, the ends of all stranded wires which are to be attached to terminal posts shall be provided with solderl�s terminal lugs that meet the � requirements of the National Electrical Code. erminal lugs on solid wires are prohibited. � 3.5.2 All wires terminating in pedestal bases and pol�� bases shall be connected using � "wire nuts" and electrical tape. Terminal barrier�strips are not allowed. �� 3.6 Splices [� L�J � L�■.' .� �� r�J � LJ �� fJ � 3.6.1 Splices inside conduit runs and in loop detect�r wire are absolutely prohibited. Except for detector lead-in cables, all splices shall be made above ground. Splices in pull boxes are prohibited unless spe�Cific written permission has been issued by the Engineer. ' 3.6.2 Splicing methods shall be in accordance with�good electrical practice and the cable manufacturer's recommendations. All m terials used shall be high quality and specifically intended for these purposes. The cables shall be trained to their final position and cut to proper lengths. Th� jacket and insulation shall be removed as required. In doing this, use proper��are to insure against nicking the conductors. The connector shall be installed 'ghtly and all burrs, rough edges, etc. shall be removed. If required in the plans r by the City, the connection also shall be soldered. Heat shall be applied by use of hot solder. Heating the connection with a direct flame will not be p"rmitted. Care shall be used to protect the insulation when soldering. The ent�e surface shall be cleaned taking special care in cleaning the outside jacket in order to remove the wax finish. Before the first layer of tape is wrapped, the e t�re area shall be coated with an electric grade rubber cement. After this solve� t has dried, the connection shall be insulated with electrical grade rubber splicing compound tape to proper thickness. This tape requires a pressure and mperature in service to complete its vulcanizing process and thus be stretche to 2/3 width when applied. The completed splice shall be covered with a half-lap layer of vinyl plastic electrical tape. This wrapping shall be smooth but the��tape shall not be stretched more than necessary. '� 3.7 Enclosed Wiring 3.7.1 All cables and signal conductor wire above th ground surface shall be enclosed in approved metal conduit up tb but no, closer��than one foot of the lowest power conductor. Power-tap lines carried down poles shall be placed in rigid metal conduit. ; Page 6 of 14 [� � 3.8 � IJ � � � � � � � � �� i: � Identification of Siqnal Wires 3.8.1 IMSA color coded signal cable shall be used. Colors shall be continuous from the point of origin to the poinf of termination. �5plices will be permitted only if approved by the Engineer and the same colors �re spliced. �` 3.8.2 Detector lead-in cables shall be clearly identified by use of plastic tags. For example: Phase 2-3. 4.0 GROUNDING a* 4.1 There shall be a properly installed and connect d ground rod for each controller cabinet, power drop, and pole foundation to rec� ce any extraneous vcsltage to a safe level. The ground rod shall be located so as to minimize the length of the grounding-conductor run. All grounding cir'�uits shall be substantial and permanent and shall be electrically contin � ous with an ohms-to-ground resistance not to exceed 10 ohms when tested volt-ohm-meter. . µ� 4.2 Grounding Connectors and Electrodes ` 4.2.1 The grounding conductor shall be a No. 8 AWG�solid copper wire. The conductor shall be bonded to ground rods. Ground rod lectrodes shall be solid copper- . bonded steel being at least 5/8 inch in diam er and shall be driven into the ground to a depth sufficient to provide th required resistance befinreen electrodes and ground (10 ohms). All ground r� s shall be a minimum of six feet long. When the location precludes driving a single ground rod to a depth of six feet or when a multiple ground rod matrix is used to obtain the required resistance to ground, ground rods shall be s�+ ced at least six feet apart and � bonded by a minimum No. 8 AWG copper wire. � Connection of grounding circuits to grounding electrodes shall be by devices whi h will ensure a positive, fail-safe grip between the conductor and the electr� e(such as lugs or pressure connectors). No splice joint will be permitted in the grounding conductor. 5.0 5.1 �� VEHICLE LOOP DETECTOR ° ti This section specifies the Contractor's respo sibility for the loop and lead-in installation for vehicle loop detectors. It is re� ired that all work related to the installation of a particular loop, with the exception of the layout task, shall be completed in the same work day. Loop inst Ilation work shall be perFormed during off-peak traffic hours. Loop installation �all not be made during any type of precipitation or when pavement is wet from I dscape irrigation systems. The installation of loop detectors shall occur a��shown in the Plans. The lead-in saw cuts from the street to the pull box shall maintain a minimum separation from other loops of one (1) foot. The saw cut depth, as specified in the plans, Page 7 of 14 � � L� l� t�l (� 5.3 �1 � � a � � � � � � � � � � � {. . , :� �k shall be consistent, including the entry point��into the curb. The maximum number of wires placed in a single saw slot shall be four {4) wires. All wires in saw slots shall be a minimum of one inch (1") b��low the street level grade. The loop wire shall be held in the slot by nonmetallic retainers to prevent it from floating in the sealant.. The retainers shall be placed every 2 feet or closer. Loops in adjacent lanes shall be formed of loop wires having different color insulation. No two (2) loops on the same street leg and entering the same pull box shall have the same color insulation unles� more than four loops must be accommodated. � The Contractor shall furnish the sealing compo' nd for the loop detectors at his expense. Samples of the sealant and method for sealant installation shall be submitted to the Engineer for his approval bef re any detector install�tion may begin. Prior to pouring the sealant, the loop sh II be checked in the ground box for continuity and resistance. Series resistance hall not be more than 10 ohms. Loop sealant shall completely fill the saw cut, ut shall not be more than three � inches (3") in width on the street surFace. The Contractor shall be required, at his expense, to remove all excess sealant, otherwise the loop will not be considered as a completed item. 5.4 Detector lead-in cables shall be run contin�,ously without splices from the curbside pull box to the controller. The Engine ;r shall pre-approve any splice in detector lead-in cables. Splices shall be solder connected (including the ground wire) and the splice connection shall be ir ulated and waterproofed with scotchcoated materials. , , 5.5 Loops shall be centered in their respective lane�� unless otherwise noted. a 6.0 CONCRETE FOUNDATIONS FOR SIGNAL STµ�UCTURES 6.1 6.2 6.3 Concrete foundations for signal structures shall be located so that the pole is a minimum of two (2) feet from the face of curb. The Contractor shall probe before excavating foundations to determine the loc�tion of utilities and structures. Foundations shall be paid for once, regard,less of extra work caused by obstructions. The Contractor shall furnish all s�pplementary items necessary for its proper installation. ` '' Excavation for all required foundations shall b done in accordance with lines and depths indicated on the plans. All loose m terial shall be removed from the excavation before the concrete is placed. ny water shall be removed by pumping or bailing. The use of explosives will n�� t be permitted. xF Foundations shall be constructed to the dimer�°sions shown on the plans or as directed by the City. The Contractor shall be t;equired to insure that the top of the finished foundation is exactly level and formed. Anchor bolts and conduits Page 8 of 14 L7 L� ��1 I�J C�� shall be held rigidly in place by template until th� concrete is set. A mechanical vibrator shall be used for compacting and w rking the concrete. After the concrete has been placed and the top struck � ff, it shall be covered with wet cotton or burlap mats, for not less than nine y-six hours. All bracing and templates for anchor bolts shall remain in place for ninety-six (96) hours after the concrete is poured. During that time, the anch �'r bolts and conduit shall not be subjected to any applied strain. The Contracto shall furnish the City a level for the purpose of inspecting the foundation. A sig al pole shall not be installed on any foundations until approval has been given b�� the Engineer. � 6.4 Backfill shall be tamped with mechanical tamps in 6-inch layers to the density of the surrounding ground. Where excavation is �nade in the surfaced shoulder, � � the shoulder shall be replaced with material equ I to the original compo'sition. R 6.5 All excavated material not required for backfill q�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. 6.6 No concrete shall be placed when the atmosph �-ic temperature is at or below 40 � degrees F. (taken in shade away from artificial ` eat) unless permission to do so is given by the Engineer. � 7.0 SIGNAL HEADS � � � � � . � r 7.1 The Contractor shall be required to assemble al signal head units as specified in the plans or as directed by the Engineer. Signa heads shall be furnished complete with all lenses, reflectors, lamp sockets, visors, mounting hardware, brackets, and lamps. 7.2 7.3 7.4 The Contractor shall mount the signal heads wit�iin standards level and plumb. All signal heads or parts of heads not in operati �� shall be covered with burlap or other approved cover until placed into operation. When the signal heads become operational, all existing heads no longe'r required shall be removed immediately. ' All mast arm heads installed shall require AST �-BRAC mounting. The Contractor shall be required to drill the mast ar at the point where the wire 1 enters the mast arm. No Alternate signal head mounting hardware will be acceptable by the City. . �j 7.5 All pipework in each signal head assembly sha� be completely tight. Signal and �.i pedestrian heads shall be securely tightene immediately after signal head assembly has been installed. If any signal head assembly is found to be loose � � Page 9 of 14 � � � � � Y � � � � or asymmetrical in any manner, the Contractor ,�hall be required to remove and rebuild the signal head assembly to the satisfactibn of the City. 7.6 The housing and doors of the signal head shal k be made of die cast aluminum alloy in accordance with A.S.T.M. Specificatior� B85-57T. Sandcast aluminum alloy shall be used for other parts of the sig� al head if in accordance with A.S.T.M. Specification B26-57T. The visors s II be fabricated from aluminum sheet conforming to the A.S.T.M. Specificatio B-209-57T. All miscellaneous parts such as hinge pins, lens clips, locking devi es, etc. shall be made of a non- . corrosive material. � �N ik 7.7 � 7.9 di The housing of the signal heads shall be of he sectional type allowing for interchangeability. All exterior mating surFaces . hall be flat to assure vciaterproof and dust-proof assembly of sections. The top and bottom of the sections will have an opening approximately two (2) inches i diameter to permit the entrance of one and a half (1-'/z) inch pipe nipples. E ch section shall have serrated openings or equivalent, for providing a positive nd locked positioning of signal sections when used with serrated mast arm or s�kan wire fittings. 4 The door and lens housing shall be equipped ith a watertight and dust-tight molded neoprene gasket. The door of each si nal section shall be attached to the housing in a watertight and dust-proof ma ner. Non-corrosive hinge pins and two (2) wing screws will be furnished on e h door for opening .and closing without the use of special tools. These hing s and screws shall be of such design as to allow even gasket pressure. ' Each signal head section shall be furnished 'with a detachable tunnel visor � unless otherwise specified. Visors shall be a inimum of eleven (11) inches in length for twelve (12) inch signals and a minimu ` of eight (8) inches in length for eight (8) inch signals. Visors shall be attached to the door assemblies in a (�j manner which facilitates field removal and installation. U 7.10 � LJ I� � I� ;� Traffic signal refractors or lenses shall be furnished in the standard Red, Amber and Green configuration as specified by the Texas Manual On Uniform Traffic Control Devices, 1980. All lenses shall be designed and constructed to meet or exceed the color and light distribution specifications established by the Institute of Traffic Engineers (ITE Report #1) and the American Standards Association (No. 10.1-1958 UDC 656.057). . 7.11 Lenses shall be constructed of glass and capable of withstanding continuous illumination with a 150 watt lamp in twelve (12) inch signals and a 67 watt lamp in eight (8) inch signals. A clear, durable and�unmistakable marking shall be provided on each lens as to its proper orientatiori (top or bottom). Page 10 of 14 i4 � � � � � �� LsJ � Lsy � � 7.12 Traffic signal reflectors shall be a one piece, s Gn aluminum, assembly treated with an ALZAK process. Reflectors shall be ounted either on the door or housing of the signal section in a manner that ill facilitate lamp replacement. The reflector shall conform to the requirem nts of the Institute of Traffic Engineers Report #1. �` 7.13 The lamp sockets shall be constructed with hea��resisting material and designed to hold a traffic signal lamp with a Type A-��1 base. The receptacle shall securely hold the lamp center at the focal poin't of the reflector. Pig-tail leads shall be provided from the socket to the terminal block provided within the signal head. 7.14 A terminal block shall be provided with each signal head for facilitating field wiring. The pig-tail leads from the lamp recep cles shall be connected to the terminal block. Each terminal block will be at le st a six (6) position, finrelve (12) terminal strip securely fastened at both ends to t e signal housing. �h 7.15 All traffic signal heads shall conform to the requi��ments of the Texas Manual On Uniform Control Devices, 1980 in color and arrangement. The housing and outside surface of the visors shall be "Feder�al Yellow" in color. The inside surface of visors shall be a"Dull" or "Flat-black" color. If die cast aluminum heads are furnished, the outside surface shall have a minimum of two (2) coats of baked chrome yellow enamel (TT-C-595H1310), Munsell notation O.YP 47/15/3, per FAA Specification L-802-B and ASI�M D 1535. 8.0 SAMPLING AND TESTING { 8.1 The failure of the proper authority to make any� est of materials shall in no way � relieve the Contractor of his res onsibilit of fu�nishin materials conformin to P Y $, 9 9 the specifications. L!J � � C� L�J � 8.2 Tests, unless otherwise specified, shall be made in accordance with the latest methods of the American Society for Testing and Materials. The Contractor shall provide such facilities, as the Engineer may'�require, for the collecting and forwarding of samples and shall not use th� materials represented by the samples until tests have been made. The C�ntractor shall furnish adequate samples without charge. ., 8.3 If requested, the Contractor shall submit a sam�}e of ttie traffic signal equipment for ins ection and evaluation. '� P � 8.4 Concrete Page 11 of 14 � � t.l � � � � � �' � � � � � � � � � � 8.4.1 All concrete materials, reinforcing steel, and preparation shall be in accordance with the requirements of the Standard Specifications for Street and Storm Drain Construction. � 8.5.1 :�.-�►: :. Vehicle Loop Detectors Prior to termination of the shielded, twisted �air loop lead-in cables at the controller cabinet, insulation tests shall be m de with an insulation test set applying not less than 500 volts D.C. to the com leted loop detector. A minimum resistance of 50 megaohms shall be obtained. ,. After the above insulation tests are completed �and the lead-in cable has been terminated in the cabinet, the Contractor shall 'ssist the City in determining the F loop inductance of each loop detector installatio The Contractor shall furnish a loop detector analyzer which shall determine t�� total inductance of the loop in the pavement and the associated lead-in ca le and shall also be used in determining the percentage shift in loop inducta �ce for various size vehicles that may be actuating the detector. , Signal Cables yk 8.6.1 All cables shall be checked for insulation resista ce upon installation and prior to . termination. The tests shall be made with a'te t set operating at a minimum of 500 volts D.C. applied to the conductors. �F 8.6.2 Each conductor in the multiconductor signal ca ° les shall be tested for insulation resistance relative to each other and to the o�er covering of the cable. The . minimum acceptable value for insulation resista ce shall be 50 megaohms. 9.0 WARRANTIES 1 GUARANTEES 9.1 10.0 10.1 The Contractor guarantees all work performed a� d materials furnished under this project for a period of twelve (12) months follo�ing the date of acceptance. In addition, he shall furnish any normal manuf��turer warranties with effective beginning dates the same as the date of final pr�ect acceptance. TRAFFIC SIGNAL MAINTENANCE DURING C�NSTRUCTION ;R While performing work under this contract, Con��actor bears the sole risk of loss for damage to or destruction of any traffic si nal equipment or other nearby equipment that were not to be replaced or insta ed under this contract but which are damaged or destroyed through the fault ori'negligent act of Contractor, and Contractor shall replace such damaged or destr�yed equipment, etc., at no cost to the authority, regardless of whether or n"ot the damaged or destroyed equipment, etc., was a part of this contract or arty warranties under this contract. Page 12 of 14 � � � 1. 02 � � � 10.3 � U LJ '� � �- `� � � I� L�J � � Upon written acceptance by the authority of ' particular intersection of work, Contractor's responsibility for the intersection un er this paragraph shall cease. The Contractor shall provide, at his expense, ..�emporary signal cable systems and signals mounted pn the span wires, mast arms, portable bases, or other locations as necessary during the project to ins re that signal head displays are always in operation. All such temporary signals shall be finished in appearance, meet the requirements of the Texas Manual o Uniform Traffic Control Devices (TMUTCD), and be approved by the City. � ��. The Contractor shall utilize qualified personnel t� respond to trouble calls and to repair any malfunctions to equipment he suppl ed. A local telephone number (not subject to frequent changes) where trouble �;alls are to be receiveQ on a 24- hour basis shall be provided to the City by th��; Contractor. The Contractor's response to reported trouble calls shall be witl�in a reasonable travel time, but not more than two (2) hours maximum. Appropriate repairs shall be made within 12 hours. � 10.4 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 placing the intersection on flash, replacing load switches or detector amplifiers, erecting temporary control devices, requesting immediate traffic control by uniformed police officer, or other such action deemed necessary to provide a safe operation. Such action will in no way relieve the Contractor of his responsibility of repairing equipment he supplied: 10.5 The contractor shall be required to provide adequate police traffic control assistance � for planned controller change-outs or any other operational procedures, when requested by the Engine��. Police assistance shall be arranged by the Contractor directly, at least finrer�ty-four (24) hours in advance. If the City discovers that the Contractor has fa�led to provide adequate police assistance, the City may order additional as�istance. Police traffic control assistance, for any purpose, shall be the financial responsibility of the Contractor, regardless of who obtains the assist�nce. � 11.0 MEASUREMENT AND PAYMENT � � 11.1 The traffic signal installation as indicated on th�� Plans and as described herein, when installed, will be measured as a complete installation and payment will be made at the various contract unit bid prices list on Bid Schedule Part A, which price shall be full compensation for furnishing, lacing, and testing all materials and equipment and for all tools, labor, equipm t, and incidentals necessary to complete the work. Portions of the work th t have not been approved by Engineer will not be considered complete, and payment shall be withheld until the Contractor has corrected the work to the sat faction of the Engineer. ; � Page 13 of 14 r ;F � � � � � � � � � t� � � � � � .. � f� l�J 12.0 EXPERIENCE AND QUALIFICATiONS 12.1 The low bidder shall be required to furnish the C��y a written assessment of previous experience in the installation of traffic s��qnal systems. The response shall include the name and population of the Cit , or area served, Contract name and/or number, date installed, date of Contract bmpletion, Contract delays and discrepancies, liquidated damages and the nam ., address, and phone number of a specific individual representing the client wh�o is in a position to verify such experience. The response shall be delivered to,the City within ten (10) working days after bid opening. 12.2 The Bidder shall also furnish information as requ �red above for each major subcontractor (i.e., manufacturer or fabrication o� traffic signal structures) that could be active in the project. . 13.0 SIDEWALK RAMPS 13.1 14.0 14.1 Sidewalk ramps shall be in conformance with the details shown on, the plans. The work performed and materials furnished in accordance with this item will be measured and paid for at the unit price bid for;�ach sidewalk ramp installation complete in place. ': b' INSTALLATION OF TRAFFIC SIGNALS MISC��LANEOUS This item shall cover incidental work that is es ntial to the installation of traffic signals. This includes furnishing, installing and t sting the completed installation, the installation of signs, illumination, controller c�binet wiring termination, and all labor, tools, equipment, and incidentals necessary to complete the work. The work performed and materials furnished in accordance with this item will be measured and paid for at a lump sum price bid for each signal installation location. ° 15.0 SPECIFCATIONS FOR L.E.D. TRAFFIC SIGN�� LAMP UNITS See next page. � Page 14 of 14 � � C� � � � � i� �� PART F 9 � i a (�] CERTIFICATE OF INSURANCE L� CONTRACTOR COMPLIANCE WITH WORI�ER'S COMPENSATION LAW EXPERIENCE REC4 RD � " EQUIPMENT SCHE ULE PERFORMANCE B�ND � . AND t PAYMENT BON� � •k � i� � fr �p � k � � gl dt 3t 4' ii � �. 3 f � 9t � � � M F-0 � � � � � � � � C C C � IMPORTANT �F ., If the certificate holder is an ADDITIONAL INSURED, the policyl�s) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in �ieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditioris 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 endorsementlsl. DISCLAIMER The Certificate of Insurance on the reverse side of this form doe� not constitute a contract between the issuing insurer(s), authorized representative or producer, an� the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage af �prded by the policies listed thereon. C � � � C C � � � C CACORD 25-5 (7/971 s § � � } C! l■J lJ � u ��I L�J CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Article 8308-3.23 of Vernon's Annotated Civil Statutes; Contractor, Stanfield Enterarises, Inc. dba S& J Electric. Inc. certifies that it provides worker's compe� sation insurance coverage for all of its employees employed on City of Fort Worth project New Si�na�Installations: SH 170 / Indenendence Parkwav project number, TPW-TE-1999-0004. �b BY� (� n � � .� ��... �-r �, Title 1 ��c�� 3, r`� � `� Date STATE OF TEXAS COUNTY OF TARRANT 3 3 aBEFORE ME, the undersigned authority, on �ilC'��-1 � _ �TAN �C'L`� this day personally appeared , known to me to be the person Owhose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as l�' u � l� l�J � 1 �J � I�J � the act and deed of ,�cr-,A,tG�:�,►�r��rs�s ��'�1� �'�..� ��-�-Rx�_ � , the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this CN�� , for day of �r -�Z. 19 q � . . Q�y` �/�/�% ��-�'�� . �PP P`�, MARIANNE MITCHELL - � � i � Notary Public � N�otary Public in and for the State of Te'xas � � � � STAT� OF 7EXAS - � 9 ��'� My Comm. �cp. 08/01/2002 +VVVWVVWVVVV�IWVVW��1WwVVVVVrbVVV�'. (a) Contractor agrees to provide to the City a certificate showing that it has obtained a policy of workers compensation insurance covering each of its employees on the project in compliance with state law. No Notice to Proceed will be issued until the Contractor has complied with this section. (b) Contractor agrees to require each and every subcontra�'tor who will perform work on the � project to provide to it a certificate from such subcontractor �tating that the subcontractor has a k policy of workers compensation insurance covering each err�ployee employed on the project. Contractor will not permit any subcontractor to perform work on the project until such certificate has been acquired. Contractor shall provide a copy of a11 such certificates to the City. A:13WORKCOM.FRM l�� c'*J J '� l�. L � L�J .'�1 LsJ �� I�l �s1 � C PERFORMANCE�BOND THE STATE OF TEXAS j� ��BUND #I�0898 COUNTY OF TARRANT z nF KNOW ALL MEN BY THESE PRESE �T: That we (1) Stanfietd Enternrises, Inc. dba S& J Electric, Inc. (2) Comuanv of Texas hereinafter called Principal and (3) United States Fidelitv & Guaran Company .� , a corporation orga zed and existing under the laws of the State and fully authorized to transact business in the State of aexas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and existing under the laws of the State of Texas hereinafter called Owner, in the penal sum of: One Hundred Eightv Six Thousand, Six Hundred Twen�v Five Dollars & No Cents $186.625.00 Dollars in lawful money of the United States, to be `�aid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, hereby bind ourselves, our heirs, executors, administrators, and successors, jointly and severally, firm � by these presents. THE CONDITION OF THIS OBLIGATION is such that hereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the 3rd day of November . 1999 , a copy of which is hereto attached and made a part hereof, for the con��truction of: � NEW SIGNAL INSTALLATIONS AT THE Il��'ERSECTION OF: SH 170 / INDEPENDENCE PAR�WAY designated as Project Number TPW-T'E-1999-0004 � , a copy of which contract is hereto attached, refened to, and made a part hereof as fully and to the same extent as if copies at length herein, such project and construction being hereinafter referred to a� the "work". NOW THEREFORE, if the Principal shall well, truly �d faithfully perform the work in accordance with the plans, specification, and contract document dur��g the original term thereof, and any extensions thereof which may be granted by the Owner, with or w thout notice to the Surety, and if he shall satisfy all claims and demands incurred under such contract and shall fully indemnify and save harmless the Owner from all costs and damages which it may suf �r by reason of failure to do so, and shall reimburse and repay the owner all outlay and expense which t e Owner may incur in making good any default, then this obligation shall be void; otherwise to remain i� full force and effect. PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in Tanant County, State of Texas. AND PROVIDED FURT'I�R, that the said Suzety, , for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to th�� terms of the contract or to the work to be performed thereunder or the specifcations accompanying t e same shall in any wise affect its obligation on this bond, and it does hereby waive notice of any suc� change, extension of time alteration or addition to the terms of the contract or to the work or to the speci�ications. a - . s . � A:14PERBOND.FRM � I �' ;� � � � � � � 1 � � � ' 1 I � I IN WITNESS WHEREOF, this instrument is executed in 6 Counterparts each one of which shall be deemed an original, this the 23rd day of November ,1999. � ,� � � _ / / � :�,. _ ��• �� . . - - PO BOX 1138 {Address) Baltimore, NID 21203 ATTEST: �� . �� ` � (Surety) Secretary � (SEAL) � � ( ,� ' �. Witness to Surety . Stanfie�c� Enterprises, Inc. dba S & J Electric. Inc. Principal (4) By: ('�'�:Q-� �- �J Fdith Stanfield/President (Printed Name/Title) PO BOX 121516 ADDRESS Ft. Worth, TX 76102 CITY/STATE/ZIP • Unitecl States Fidelitv & Guaranty Co. (Surety) By: \` —�-d-�'-�---� _ (Attorney-in-Fact) (5) Debi Moon/Attorney-In-Fact (Printed Attorney-in-Fact) Note: (1) � R) ; (3) � (4) " (S) { A:14PERBOND.FRM Date of Bond must not be prior to date of Conlracl Conect name oJContrac�or A Corporarion, a Partnership or and Ixdividual, as case may be Correcl Name of Surety If Contraclor is parmershrp a!1 Parhrers should execule bond A hue copy oJPower of Atlorney shaf! be attached to bond byilttorney-in-Fac1 � � � oTF� STATE OF TEXAS COUNTY OF TARRANT CII l■' � � � C l■J � � ;� BOND NO. I�0898 , .� KNOW ALL MEN BY THESES PRESENTS: That we, S��anfield Enternrises, Inc. dba S& J Electric, Inc. a corporation of Tarrant County� Texas , hereinafter called Principal and (3) rTr,; t� �tatA� F; �aAi ; t-�� r� r..,,ar�-,tl��p�„y ' , a corporation organized and exis� ing under the laws of the State and fully authorized to transact business in the State of Texas, as Surety� are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and existing der the laws of the State of Texas, hereinafter called Owner, and unto all persons, firms, and corporatio is who may furnish materials for, or perform labor upon, the building or improvements hereinafter referr to in the penal sum of: One Hundred Ei�htv Six Thousand, Six Hundred Twen� Five Dollars & No Cents '� $186,625.00 lawful money of the United, States, to be paid in Fort ��orth, Tarrant County, Texas, for the payment of which sum well and truly be made, we bind ourselves=;�our heirs, executors, administrators �nd successors jointly and severally, firmly by these presents. . THE CONDITION OF THIS OBLIGATION is such that �hereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner dated the i23rd day of November , 1999, a copy of which is hereto attached and made a part hereof, for the co�struction oi NEW SIGNAL INSTALLATIONS AT THE Il��'ERSECTION OF: . SH 170 ! INDEPENDENCE PARF�WAY ' I �. designated as Project Number TPW-TE-1999-0004 � copy of which contract is hereto attached, referred to, and made a part hereof as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred to as the "works". NOW, THEREFORE, the condition of the obligation is such that, if the Principal shall promptly a make payment to all claimants as defined in Article 5160 of tlie Revised Civil Statutes of Texas, supplying labor and materials in the prosecution of the work provided for in said Contract, then this obligation shall be null and�void, otherwise it shall remain in full force and effect. � �J THIS BOND IS MADE AND ENTERED into solely for the' rotection of all claimants supplying labor and material in the prosecution of the work provided for in s► d Contract, as claimants are defined in said Article 5160, and all such claimants shall have a direct right'a f action under the bond as provided in Article 5160 of the Revised Civil Statutes. ' � PROVIDED FURTHER, that if any legal action be file Tarrant County, State of Texas, and that the said Surety, for value that no change extension nf time, alteration or addition to the tern � performed thereunder or the specification accompanying the same on this bond, and it does hereby waive notice of any such ch� addition to the terms of the contract or to the work or the specifical �'� PROVIDED FURTHER, that no final settlement PAYMENT BOND upon this bond, venue shall lie in ceived, hereby stipulates and agrees of the contract or to the work to be ,all in any wise affect its obligations ;e, extension of time, alteration or Owner and the Contractor shall � �A:15PAYBOND.FRM a� � �� abridge the right of any beneficiary hereunder whose claim shall be �nsatisfed. , �� IN WITNESSETH WHEREOF; tliis instrument is executed � 6 counterparts, each one of which a shall be deemed an original, this the 23rd day of Nove�ber .1999. � � Stanfie d E�terprises, Inc. dba S & J F �ctric. Inc. . = Principal (4) . f • M � „ � �- �i� � � �� .,. � � - � ; ;: .. L�J u � � � � l!i � � lR' l�'J � (SEAL) PO BOX 1138; Baltim�re. M� �1�,03 (Address) ATTEST: �..�r-s� �° - C° t� � (Surety) Secretary (SE ) 00 �� Witness as to Surety BY: y �t:_ � �� - Edith Stanfield/ Pre��t (Printed Name/Title) PO BOX 121516 ADDRESS Ft. Worth, TX 76121 CITY/STATE/ZIP United States Fidelitv & Guarantv Co. � (Surety) � ay: � �� '� (Attorney-in-Fact) (5) � � A� Debi Mc�on/Attornev-In-Fact �,� (Printed Attorney-in-Fact) No��: �. a (I)�� R)� (3) ' (4) � Date of Bond must nof 6e prior 10 date of Contract Correct name of Contractor A Corporation, a Parhrership or and Individual, as case may be Correel Name of Surety IJ Contractor is Partnership al! Partners should exeeule bond l�. � �. United States Fidelity and Guaranty Company Power of Attorney No. 1111g2 /� % 1922255 V S F�GO INSUflANCE Know all men by these presents: That United States Fidelity and Guaranty Company, a corporation organized and existing under the laws of the State oi Maryland and having its principal office at the City of Baltimore, in the State of Maryland, does hereby constitute and appoint Charles Ray, Steven L. Thomas, Alan C. Robinson and Debi Moon of the Ciry of The Colony , State of Texas iu true and lawful Attorney(s)-in-Fact, each in their separate capaciry if more than one s named above, to sign its name as surery to, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof on behalf of the Company i� its business of guaranteeing the fideliry of persons; guaranteeing the performance of contracts: and executing or quaranceeing bonds and undertakings required or permitted in arry actions or proceedings allowed by law. In Witness Whereof, the said United States Fidelity and Guaranty Company, has caused this instrument to be sealed with iu corporate seal, duly attested by the signatures of its Assistant Vice President and Assistant Corporate Secretary, this 13th day of January , A.D.1999 . �SY�� United States ideli and uaranty Company ,��0 C �� .�caaan�xn� lSignedl By......_ .. ............................................................. .................................................... s 78� � Assistan; Vice President �� A�� _ ��,��,�_ ISignedl By.......�......_�`--/�C�-.".,'.•".__•_-••••_• ....................... Assistant Corporate Secretary State of Maryland ) Bahimore City ) �: On ihis 13th day of January . A.D.19 99 , 6efore me personally came Michael Keegan, Assistant Assistant Vice President of United States Fdelity and Guaranty Company, and Michael McKibben, Assistant Corporate Secretary of said Company, with both of whom I am personally acquainted, who being try me severally duly sworn, said, that they, the said Michael Keegan and Michael McKibben were respectiveiy the Assistant Vice President and the Assistant Corporate Secretary of the said United States Fidelity and Guarartty Company, the corporetion described in and which executed the foregoing Power of Attorney: that they each knew the seal of said corporation: that the seal affixed to said Power of Attorney was such corporate seal, that it was so affixed try order of the Board of Directors of said corporation, and that they signed their names thereto by Iike order as Assistant Vice President a�d Assistant Corporate Secretary, respectively, of the Company. My Commission expires the 13th day of Ju �.�� 2002. �Y°"° : , � t!-C.t. '/t� ti-G�'h-s�t,t �`' � (Signedl BY ...... .................'�.�.'.:�1'...��..........� V.n...........................`�.... . � 1O� • Notary Public a B'�nro�rt.�� This Power of Attorney is granted under and by authority of the following Resolutions adopted by the Board of Directors of the United SWtes Fdelity and GuaroMy Company, September 24, 1992: Resolved, that in connection with the fidelity and surety insurance business of the Company, all bonds, undertakings. contracts and other instruments relating to said business may tie signed, executed, and acknowledged by persons or entities appointed as Attorneyls)-in-Fact pursuant to a Power of Attorney issued in accordance with these resolutions. Said Power(s1 of Attorney tor and on behalf of the Company may and shall be executed in the name and on behalf of the Company, either by the Chairman, or the President, or an Executive Vice President, or a Senior Vice President, or a Vice President, or an Assistant Vice President, jointly with the Secretary or an Assistant Corporate Secretary, under their respective designations. The signature of such offices may be engraved, printed or lithographed. The signature of each of the foregoing officers and the seal of the Company may be affixed by facsimile to arty Power of Attorney or to any certificate relating thereto appoi�ting Attorneyisl-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and subject to any limitations set forth therein, any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid antl binding upon the Company and any such power so executed and certified by such facsimile signature and farsimile seal shall be valid and binding upon the company with respect to any bond or undertaking to which it isvalidly attached. Resolved, That Attorney(sl-in-Fact shall have the power and authority, and, in any case, subject to the terms and limitations of the Power of Attorney issued to them, to execute and deliver on behalf of the Company and to attach the seal of the Company to any and all bonds and undertakings, and other writings obligatory in the nature thereof, and am/ such instrument executed by such Attorney(s1-in-Fact shall be as binding upon the company as if signed by an Executive Officer and sealed and attested to by the Secretary of the Company. I, Michael McKibben, an Assistant Corporate Secretary of the United States Fidelity and Guaranty Company, do hereby certify that the foregoing are true excerpts from the Resolutions of the said Company as adopted by iu Baard of Directors on September 24, 1992 and that these Resolutions are in full force and effect. I, the undersigned Assistant Corporate Secretary of the United States Fidelity and Guaranty Company do hereby certify that the foregoing Power of Attorney is in full force and effect and has not been revoked. In Testimony Whereof, I have hereunto set my hand and the seal of the United States fidelity and Guaranty Company, o� m'S 23rd day of �ov - 7999 - � �p c � ......... .. ... ..... .... .. .. .......... ._�� .. ...... ..... ..... ... .. ...... . .. . � �h0� Assistant Corporate Secretary v� � �1� Ahr � FS 3(70/981 � � � � Q � � � � � � � O � � � o� a� � � a � Y � � � F �� %Q pl , C�N�C� 4' k t. G-0 4 � � � � �� fi. � � � C L il J �� J � I ■J � THE STATE OF TEXAS COUNTY OF TARRANT CITY OF FORT WORTH, T�XAS CONTRACT KfVOW ALL MEN BY THESE PRESENTS: THIS agreement made and entered into this the 23'd � day of November , 1999 by and between the CITY OF FORT WORTH, a municipal �orporation of Tarrant County, Texas, organized and existing under and by virtue of a special charter adopted by the qualified voters within said City on the 11th day of December, A.D., 1924, under the authority (vested in said voters by the "Home Rule" provision) of the Constitution of Texas, and in accordance with a resolution duly passed at a regular meeting of the City Council of said city, and the City of Fort Worth being hereinafter termed Owner, and Stanfield Enterurises, Inc. dba S& J Electric. Inc. HEREINAFTER CALLED Contractor. WITNESSETH: That said parties have �greed as follows: 1. That for and in consideration of the payments and agreements hereinafter mentioned to be made and perFormed by the Owner, and under the conditions expressed in the bond bearing even date herewith, the said Contractor hereby agrees with the said Owner to commence and complete the construction of certain improvements described as follows: NEW SIGNAL INSTALLATIONS AT THE I�TERSECTION OF: SH 170 ! INDEPENDENCE PA, KWAY � Desi nated as ro'ect number J P 1 , C TPW-TE-1999-0004. � C � � � That the work herein contemplated shall consist of furn{'shing as an independent contractor all labor, tools, appliances and materials necessary for the constr�ction 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. G-1 � � 3. The Contractor hereby agrees and binds himself to c'�mmence the construction of said work � within ten (10) days after being notified in writing to do so k�y the Transportation and Public Works Department of the City of Fort Worth. ��! CI � � L L C. I,I ��i � I� � � Lsl � � � � 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 a period of Fortv-�ive (451 working days. �F If the Contractor should fail to complete �the work as s�t forth in the Plans, Specifications and Contract Documents within the time so stipulated, plus any a�ditional time allowed as provided in the General Conditions, there shall be deducted from any monie due or which may thereafter become due him, the sum of $ 210.00 per working day, not as a penalty but as liquidated damages, the Contractor and his Surety shall be liable to the Owner for such deficiency. � Should the Contractor fail to begin the work herein prov ded for within the time herein fixed or to carry on and complete the same according to the true meani� of the intent and terms of said Plans, Specifications and Contract Documents, then the Owner sh II have the right to either demand the surety to take over the work and complete the same in accord nce with the Contract Documents or to take charge of and complete the work in such a manner s it may deem proper, and if, in the completion thereof, the cost to the said City shall exceed the contract price or prices set forth in the said Plans and Specifications made a part hereof, the Contractor and/or its Surety shall pay said City on demand in writing, setting forth and specifying an itemized §tatement of the total cost thereof, said excess cost. � Contractor covenants and agrees to indemnify Cit �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 ex � ense, the Owner, its officers, servants and employees, from and against any and all claims or sui s for property loss, property damage, personal injury, including death, arising out of, or alleged to a ise out of, the work and services to be perFormed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not anv such iniurv, damape or death is caused, in whole or in part, bv the nealiarence or alleqed necrliqence of Owner, its officers, servants, or emplovees. Contractor likewise covenants and agrees to indemnify and hold harmles�$ the Owner from and against any and all injuries to Owner's officers, servants and employees an� any damage, loss or destruction to property of the Owner arising from the perfo�mance of any of ttj, terms and conditions of this Contract, whether or not anv such iniury or damaqe is caused in �hole or in parf bv the nealiaence or alleaed nealiqence of Owner, its officers, servants or empl�vees.. . � In the event Owner receives a written claim for damages agai�st the Contractor or its subcontractors prior to final payment, final payment shall not be made until �ontractor either (a) submits to Owner G-2 �■I � � � satisfactory evidence that the claim has been settled and/or � release from the claimant invoived, or (b) provides Owner with a letter from Contractor's liability in�urance carrier that the claim has been referred to the insurance carrier. The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. � 7. � The Contractor agrees, on the execution of this Contra�t, and before beginning work, to make, �execute and deliver to said City of Fort Worth good and sufficient surety bonds for the faithful performance of the terms and stipulations of the Contract and fP r the payment to all claimants for labor and/or materials furnished in the prosecution of the work, suchl bonds being as provided and required � in Article 5160 of the Revised Civil Statutes of Texas, as amended, in the form included in the Contract Documents, and such bonds shall be One Hundred Percent (1b0%) 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. � I_�l L#J � � �'' � u �� Said City agrees and binds itself to pay, and the said a�grees 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 total contract amount (including/excluding) alternates _ shall be: One Hundred Eiahtv Six Thousand, Six Hundred Tv�ientv Five Dollars & No Cents � $186.625.00 � 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. 10. l�l �' u ��l � The Contractor agrees to pay at least the minimum wa' e per hour for all labor as the same is classified, promulgated and set out by the City of Fort Wort�, Texas, a copy of which is attached hereto and made a part hereof the same as if it were copies ve'rbatim herein. 11. The Contractor shall procure and shall maintain durin the life of this contract insurance as specified in paragraph 8 of the Special Instructions to Bidders c�� the Contract Documents. G-3 L�J L�J I�I I�I � I■ � � ��I �I 12. It is mutually agreed and understood that this agreement is made and entered into by the parties hereto with references to the existing Charter and Ordi�ances of the City of Fort Worth and the laws of the State of Texas with references to and governing al� matters affecting this Contract, and the Contractor agrees to fully comply with all the provisions of the �ame. IN WITNESS WHEREOF, the City of Fort Worth has ca sed this instrument to be signed in Six � counterparts in its. name and on its behalf by the City Man ger and attested by its Secretary, with the corporate seal of the City of Fort Worth attached. The �ontractor has executed this instrument through its duly authorized officers in Six 6 counterparts with rts corporate seal attached. Done in Fort Worth, Texas, this the 23�d day of �. November , 1999. � �YiN�� '1�n,TS�S� �iaC. y�� J�Y� /�1I �7'"7'CZ_Z� (Contractor) BY: ��D;t� � (Representative) � � ��-r � (TITLE) �l L�J �� I, J`�. O.�o,� (�f�l (� (Address) �� I,�o� c�� a � (City/State/fip) November 1960 Revised May 1986 Revised September 1992 Revised January 1993 Revised April 1999 Revised June 1999 CITY,OF��F R H ! �F SSIST/1NT CITY MANAGER' .... • .� �.,;= �c' , . ,�� T.. :...� ''/f,F.�rr�� r'4,..:� � ' o� �� -•� � • . � . . �_ ATTEST: r� CITY S�CR TARY (SEAL) � APPROVED AS TO FORM & LEGALITY: � � �- ASSIST CITY ATTORNEY �'s — /'�� C� l � Cont��act Authorization � �-a..� � �'g Date � � J ' ~ � ° G-4 a City of Fort Worth, Texas �1►�Ayar And Caunc�l Cammun�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE 11/23/99 **C-17761 20SJE 1 of 1 SUBJECT AWARD OF CONTRACT TO 'TANFIEL� ENT�RPR�S�S, C. D/B/A S& J ELECTRIC FOR NEW SIGNAL INSTALLATIONS : • ►�_ •► It is recommended that the City Council authorize the City Manager to execute a contract with Stanfield Enterprises, Inc. d/b/a S& J Electric in the amount of $186,625 for construction of new traffic signals at the interchange of Highway 170 and Independence Parkway. ��'3C�7►8 The 1998 Capital Improvement Program includes funds for traffic signal improvements. The project was advertised for bid on September 9 and 16, 1999. The following bid was received on October 7, 1999: .. ; Stanfield Enterprises, Inc. d/b/a S& J Electric : �� ► $186,625 •. :_• �� 45 working days Stanfield Enterprises, Inc., d/b/a S& J Electric, is in compliance with the City's M/WBE Ordinance by committing to 9% M/WBE participation and documenting good faith effort. The City's goal on this project is 15%. S& J Electric utilized an M/WBE firm with every available supplier opportunity, which resulted in this participation. A traffic signal warrant study concludes that this interchange meets the warrant requirements for a traffic signal based on the Manual on Uniform Tra�c Control Devices. The Transportation and Public Works Department proposes to install a fully actuated traffic signal. The Highway 170/Independence Parkway interchange is located in COUNCIL DISTRICT 2, Mapsco 9J. __ •' � • : : �7�� The Finance Director certifies that funds are available in the current capital budget, as appropriated, of the Street Improvements Fund. MG:k Submitted for City Manager's Oftice by: Mike Groomer Originating Department He$d: Hugo Malanga Additional Information Contact: 6140 7801 Hugo Malanga 7801 I FUND I ACCOUNT I CENTER � (to) � � (from) C115 541200 020115031099 I AMOUNT CITY SECRETARY APPROVED ctTv couNc�� I $186,625.00 NOV 23 1999 I��.. \ /�lQ.u-�-qJ i- Citq Secretary of kha Citq ot Fort yVor.:h, 7'�xas