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Home My WebLink About025553 - Construction-Related - Contract - Alshall Construction CompanyCON R C7 fTVAOR ��-�� SPECIFICATION AND CONTRACT DOCUMENTS FOR CONCRETE RESTORATION (2000-1) AT VARIOUS LOCATIONS IN THE CITY OF FORT WORTH, TEXAS PROJECT NO. GS93-020930532070 2000 KENNETH L. BARR MAYOR � � , . � �. ` � 3v �;a; .. � y�� i3 COPY F� �O�RACI� ✓�G�I�f�AC1�'S BONDINS C0. C�' �CltE�IRY Ct1YY FAANA6EtCS OiHC� �N6SNEE�lN� 0111. ifPW - p{� CO�YY BOB TERRELL CITY MANAGER HUGO A. MALANGA, P.E., DIRECTOR DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS A. DOUGLAS RADEMAKER, P.E., DIRECTOR DEPARTMENT OF ENGINEERING � � PREPARED BY TRANSPORTATION AND PUBLIC WORKS DEPARTMENT ENGINEERING COORDINATION _��,.,. EXHIBIT "A" ��l�� . IIi�G�, �'�� '��;\��. OF ' E,{'qS �+� � 'r`�x �Qw� �i. r=F�i��j . . Y��^ .^. . V'v.S� j . . .-�`:"�i � J� , ,� •• �J � ii�' �� . ��'^• � �°� .J / � � �.•, ' . � �f =_-� . . . _ � `�Y��'r".' � . _ - , — ' o,� =- � -_:- -- =�=� - -- `y:, -, : -_- - - - CONT ECRETARY �Jl- 3 � � � �;�� RACY NO . o? � . ,�� - - • - _ :��'�>�` - _ . " � S � j �i..,�... �� " . SPECIFICA.TION ' _ � .. ` �� :-: ;�y � � . - - 1 �� p� . , � - ��. o e � 5 AND �` 3 . Q1,.�. . i+�3CQo'YY � � s`:�%"� � - . ,��;.- . v�.2�� CONTRACT DOCUMENTS A� _.�,;X�.�L �� m FOR � / COfti2ACTgZ'S SO�i�iN6 C0. : , : • ,,. V Cl31' �CitiDiRY • CONCRETE RE S TORAT ION ( 2 0 0 0-1) Cf1y �gE� 0�c .. ;�; �� =, 'AT VARIOUS LOCATIONS ' �1G�e�SHti �lSl. � , �°�u � � � 3� � . , . � ifFi�,►- i�'t� C0�'Y . . � h ��,, �� IN THE CITY OF FORT WORTH, TEXAr .. � `._ ;°�� -.,��°,� _�;�: PROJECT NO. GS93-020930532070 . � '��'�� x � �. _ . �,��' 2000 ,''' . ;��1�� i � F+.A�'h}ey • - Y,t� �`.. r � ��4{�a KENNETH L. BARR MAYOR BOB TERRELL CITY MANAGER HUGO A. MALANGA, , P. E.,. D IRECTOR . DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS _ �.. A. DOUGLAS RADEMAKER, P.E., DIRECTOR -� DEPARTMENT OF ENGINEERING � .i r � • ��' PREPARED BY TRANSPORTATION AND PUBLIC WORKS DEPARTMENT �a�'° ENGINEERING COORDINA.TION `�'"`` �� „ � ��?�� °�� r��s - . . _` ��:: - EXHIBIT A � .�; -�`_� � � .��-:: �' .� :�;: � xa�� i�. �=a��s . . ;`._' � � . .... L� .:�.. . ��.�, s�i� . . .,��I� .. � � � ,� ' �1�l�l�l�l� ��f��1 �l. a�r• ,,�, T :c' �`` . . - _: U�; � L#� � �w�� . �� C�� . - �� .5"� j� _: =�;�,4 , � �i UU�11I�`UBtl� U�lNs ` , t-?4'�, ` i . � 0 City of Fort Wo�th, T�xas Mayor an� ��ouncrl �ommunrc�tron DATE REFERENCE NUMBER LOG NAME � PAGE 1/4/00 **C-17800 ?�OSHALL I � SUBJECT APPROPRIATION ORDINA CE AND AWAR'D OF CONTRACT CONSTRUCTION COMPANY FOR CONCRETE RESTORATION 2000-1 � LOCATIONS � RECOMMENDATION: � I, It is recommended'that ttie City Council: 1 of 2 TO ALSHALL AT VARIOUS 1. Approve the transfer of $4,783,661 from the General Fund to the Contract Street Maintenance Fund; and . . Q 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Contract Street Maintenance Fund in the amount of $4,783,661 from available funds to fund a portion of the 1999-2000 Street Maintenance Program; and � � 3. Authorize the City Manager to execute a contract with Alshall Construction Company for Concrete Restoration 2000-1 in an amount not to exceed $1,000,000. DISCUSSION: � In the 1999-2000 Contract Major Maintenance Program, various types of street maintenance techniques are grouped into specific contract p�ckages. Concrete Restoration 2000-1 provides for removing and replacing failed panels and restoring the base in concrete streets in various locations citywide. L!' � � LJ � In the 1999-2000 Street Maintenance Budget, $1,000,000 was set aside for Concrete Restoration. Alshall Construction Company submitted the low bid in the amount of $726,590 for quantities included in the bid proposal. This contract package, Concrete Restoration 2000-1, establishes unit prices for concrete pavement repair at various locations. The intent of the contract is to limit the total amount of the contract to $1,000,000. Staff has developed a multi-year program, and since bids came in at a lower than anticipated unit cost, staff will include additional streets designated for future years programs to the contract,.thereby utilizing the budgeted amount of funds. This project is located in COUNCIL DISTRICTS 2, 3, 4, 5, 6 and 9. This project was advertised for bid on October 7 and 14, 1999. On November 4, 1999, the following bids were received: BIDDERS 0 Alshall Construction Companv Westhill Construction, Inc. Stabile & Winn, Inc. p J. L. Bertram Construction & Engineering, Inc. Pavecon, Inc. Ed A. Wilson, Inc. � AMOUNT $726,590 - $754,090 $847,830 $847,966 $888,794 $907,85D C � � I� LJ � i L�! City of Fort Wo�th, Texas Ma or an� Council Co'�nmunic�tion y . DATE REFERENCE NUMBER LOG NAME PAGE 1/4/00 **C-17800 20SHALL 2 of 2. SUBJECT APPROPRIATION ORDINANCE AND �i'WARD OF CONTRACT TO AL' SHALL CONSTRUCTION COMPANY FOR CONCF�ETE RESTORATION 2000-1 AT VARIOUS LOCATIONS The low bidder, Alshall Construction Company, is in �compliance with the City's M/WBE Ordinance by committing to 28°/a M/WBE participation. The City's goal o� this project is 10%. FISCAL INFORMATION/CERTIFICATION: The Finance Direc'tor �ertifies that upon adoption of ��he attached appropriation ordinance and complefton of the above recommendations, funds will be available in the current capital budget, as appropriated, of the Contract Street Maintenance Fund. MG:k � LJ � L�J I�l � l�J � Submitted for City Manager's Office by: Mike Groomer � Originating Department Head: Hugo Malanga � Additional Information Contact: � Najib Fares I FUND I ACCOUNT I � (to) � (1) GS93 " 472001 6140 I (2) GS93 472001 (2) GS93 541200 � ?801 � (from) • I(1) GG01 538070 (3) GS93 541200 �soa � CENTER I AMOUNT I 020930578010 $4,783.661.00 � 020930578010 $4,783,661.00 020�930578010 $4,783,661.00 CITY SECRETARY APPROVED 1/4/00 �201001 $4,783,661.00 ORD. # 14048 020930532070 $1,000,000.00 � 1 � I � � � ., . l�J � L l�J L�I Ordinance No. �i � i � AN ORDINANCE INCREASING THE ESTIMATED RECEIPT3 AND APPROPRIATIONS IN THE CONTRACT STREET MAINTENANCE FiJND IN THE AMOUNT OF $4,783,661.00 FROM AVAILABLE FUNDS FOR THE PURPOSE OF FUNDING A CONTRACT WITH ALSHALL CONSTRUCTTON COMPANY FOR REMOVING AND RESTORING FAILED CONCRETE PANELS AT VARIOUS LOCATIONS; PROVIDING FOR A SEVERABILITY CLAUSE; MAKING THIS ORDINANCE CUNNLATIVE OF PRIOR ORDINANCES AND REPEALING ALL PRIOR ORDINANCES IN CONFLICT HEREWITH; AND PROVIDING AN EFFECTIVE DATE. BE IT ORDAINED BY Ti� CITY COUNCIL OF THE CITY OF FORT WORTH, TEXAS: SECTION 1. That in addition to those amounts allocated to the various City deparlments for the Fiscal Year 1999-00 and in the Budget of � the City Manager, there shall also be increased estimated receipts and appropriations in the Concrete Street Maintenance Fund in the amount of $4,783,661.00 from available funds for the purpose of funding a contract with Alshall Construction Company for removing and replacing failed concrete panels at various locations. � � I■ SECTION 2. That should any portion, secrion o� part of a secrion of this ordinance be declared invalid, inoperative or void for any reason by a court of competent jurisdicrion, such decision, opinion or judgment shall in no way impair the remaining portions, secrions, or parts of sections of this ordinance, which said remaining provisions shall be and remain in full force and effect. SEC'TION 3. That this ordinance shall be cumulative of Ordinance No. 13886 and all other ordinances and appropriations amending the � same except in those instances where the provisions of this ordinance are in direct conflict with such other ordinances and appropriarions, in which instance said conflicting provisions of said prior ordinances and appropriations are hereby expressly repealed. � L�J SECTION 4. This ordinance shall take effect and be in full force and effect and after the date of its passage, and it is so ordained. APPROVED AS TO FORM AND LEGALITY: �=�� y � � Assistant�ii'y Attorney � �1 l■J C I v�Ll `�� Date I -�� aa Adopted �'�� Effecrive C � � ' � � � � � � � 1 i � � � N � � 1 SPECIFICATIONS AND CONTRACT DOCUMENTS FOR CONCRETE RESTORATION (2000-1) AT VARIOUS LOCATIONS IN THE CITY OF FORT WORTH, TE�AS PROJECT NO. GS93-020930532070 2000� I.._. .. i � � 1E'o f /�R t��11�Ci�� A. DOUGLAS RADEMAKER, P.E. DIRECTOR, DEPARTMENT OF ENGINEERING ! �—� I ,�� „ /� �l ��1� � �� GEORGE A. BEHMANESH, P.E. ASSISTANT DIRECTOR TRANSPORTATION AND PUBLIC WORKS DEPARTMENT � __ . , ,� , --�- . --.;� ��' ��.� '�"'t;� "�"..,"�„'�--„ i , f��. DOO KIM, P.E. CAPTTAL PROJECT ENGINNER WATER DEPARTMENT _�� J � J E ERNUS, P.E. A STANT DIRECTOR TRANSPORTATION AND PUBLIC WORKS DEPARTMENT L. .._ _. ._ . . . �- ,.._ . 1 G D TE �. C� � � � � � DATE �%�� DATE /D /� /�� DATE � 11 � � � � � � � � � � � � � 1 ' � 1 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. Il. 12. 13. 14. 15. TABLE OF CONTENTS Notice to Bidders Special Instructions to Bidders Prevailing Wage Rates • Proposal Vendor Compliance Disadvantaged Business Enterprise Special Provisions Contractor Compliance with Worker's Compensation Law Certificate of Insurance Performance �ond Payment Bond 'Contract Project Designation Sign Details Street Locations L � CI L NOTICE TO BIDDERS Sealed proposals for the following project: CONCRETE RESTORP,TION (2000-1) L�1 L�J �, L�J L+�J'� L�1 L�'� � L�i L�] LJ u l�J L�J AT VARIOUS LOCATIONS Project No. GS93-020930532070 Addressed to Mr. Bob Terrell, City Manger of the City of Fort Wortli, Texas will be received at The Purchasing Office until 1:30 P.M., November 4, 1999 and then publicly opened and read aloud at 2:00 P.M. Plans, Specifications and Contract Documents for this project may be obtained at the office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. A pre-bid conference will be held at 9:00 A.M., October 19,1999 in the Transportation and Public Works Conference Room 27p, 2nd floor, Municipal Building. One set of documents will be provided to prospective bidders for a deposit of twenty dollars ($20.00): �such deposit will be refunded if the document is returned in good condition within 10 days after bids are opened. Addi�ional setsl may be purchased on a non-refundable basis for twenty dollars ($�0.00) per set. For additional information contact Mr. Naji�b N. Fares at (817) 871-7802. � Bob Terrell City Manqer PUBLICATION: October 7, 1999 October 14, 1999 Hugo Malanga, irector Transportation and Public Works ,� G'� . �„ � BY� , i Naj�lb N. �'ares, P.E., Street an�l Storm Drainage, � f��/� �'q TPW � � � �� ;� � � L�J � !�) � L�' �;J �� L'J l'!J � 2. � 4. SPECIAL �1 I INSTRUCTION TO BI�DERS d BID SECURITY: Cashier's check or an acceptable bid r's bond payable to the City of Fort Worth, in an amount of not less than five (5%) per cent of the tot 1 of the bid submitted must accompany the bid, and is subject to forfeit in the event the successful bi der fails to execute the 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 surety shall be incIuded on the current � U.S. Treasury, or (2) the surety must have capital and su � lus equal to ten times the limit of the bond. The surety must be licensed to do business in the state of � exas. The amount of the bond shall not exceed the amount sho�vn on the treasury list or one-tent (1/10) the total capital and surplus. PAYMENT BOND AND PERFORMANCE 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�, required to furnish a performance bond as well as payment bond, both in a sum equal to the amoun�l�f the contract awarded. The form of the bond shall be as herein provided and the surety shall be a ceptable to the City. All bonds furnished hereunder shall meet the requirements of Article 5160 of � e Revised Civil Statutes of Texas, as amended. In order for a surety to be acceptable to the City, (1) the �f'ame of the surety shall be included on the current U.S. Treasury List of Acceptable Sureties (Circular 870), or (2) the surety must have capital and surplus equal to ten times the amount of the bond. The surety must be licensed to do business in the State of Texas. The amount of the bond shall not exc�ed the amount shown on the Treasury list or one-tenth (1/10) of the total capital and surplus. If reinsu�ance is required, the company writing the reinsurance must be authorized, accredited or trusteed to �o business in Texas. No sureties will be accepted by the City which are at the �me in default or delinquent on any bonds or which are interested in any litigation against the City. Should any surety on the contract be determined unsatisfactory at any time by the City, notice will be given to the contractor to that effect and the contractor shall immediately provide a new surety satisfactory to the City. If the contract amount is in excess of $25,000 a Payment�Bond shall be executed, in the amount of the contract, solely for the protection of all claimants supply��►g labor and materials in the prosecutibn of the work. � If the contract amount is in excess of $100,000, a Perfo ��ance Bond shall be executed, in the amount of the contract conditioned on the faithful performance of the work in accordance with the plans, specifications, and contract documents. Said bond shall sblely be for the protection of the City of fort W orth. �I LIOUIDATED DAMAGES: The Contractor's attentio��is called to Part 1, Item 8, paragraph 8.6, of the "General Provisions" of the Standard Specifications for Co�struction of the City of Fort Worth, Texas, concerning liquidated damages for late completio�� of prbjects. AMBIGUITY: In case of ambiguity or lack of cleamess�in stat�ng prices in the proposal, the City reserves the right to adopt the most advantageous construction t'Ihereof to the City or to reject the proposal. �I f EMPLOY1tiiENT: All bidders will be required to compl� with�City Ordinance No. 7278 as amended by City Ordinance No. 7400 (Fort Worth City Code SecC�on 13 A-21 through 13-a-29) prohibiting discrimination�in employment practices. � , �� L�J L!'J �� I � � L9 L�J L�'J LJ �*J I! 6. WAGE RATES: All bidders �vill be required to compYy �vith provision 5159a of "Vernons Annotated Civil Statutes" of the State of Texas with respect to th �'��payment of prevailing wage rates as established by the City of Fort Worth, Texas and set forth in Contract Documents for this project. 'k 7. FiNANCIAL STATEI�IENT: A current certified financial statement may be required by the Department of Engineering if required for use by the ITY OF FORT WORTH in determining the successful bidder. This statement, if required, is to be� repared by an independen[ Public Accountant holding a valid permit issued by an appropriate State � censing Agency. 8. INSURANCE: Within ten (10) days of receipt of notice of award of contract, the Contractor must provide, along with executed contract documents and ppropriate bonds, proof of insurance for � Worker's Compensation and Comprehensive General iabiliry (Bodily Injury-$250,000 each person, $500,000 each occurrence; Properiy Damage -$300,0 0 each occurrence). The City reserves the right to request any other insurance coverages as may be re�uired by each individual project. � NONRESIDENT BTDDERS: Pursuant to Article 601g, T�exas Revised Civil Statutes, the City of Fort Worth will not award this contract to a non resident bidde� nless the nonresident's bid is lower than the lowest bid submitted by a responsible Texas resident bidde� by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder� o obtain a comparable contract in the state in which the nonresident's principal place of business is located. if "Nonresident bidder" means a bidder whose principal place of business is not in this state, but excludes a contractor who'�"e ultimate parent company or majority owner has its principal place of business ir��this state. ' dl "Texas resident bidder" means a bidder whose principal place of business is in this state, and includes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. , I This provision does not apply if this contract involves fed al funds. �i The appropriate blanks of the Proposal must be filled out fiy all non resident bidders in order for its bid to meet specifications. The failure of a nonresident contractor to do so will automatically disqualify that bidder. i� 11 10. MINORITY AND WOMEN BUSINESS ENTERPi2ISES:, In accord with City of Fort Worth Ordinance No. 11923, as amended by Ordinance 134� 1, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the office of the City Secretary. In addition, the bidder shall submit the MBE/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The Documentation must be received no later than 5:00 p.m., five (5) Cit�% business days after the bid opening date. The bidder shall obtain a receipt from the appropriate em�loyee of the managing department to whom delivery was made. Such receipt shall be evidence ttiat the Documentation was received by the City. Failure to comply shall render the bid non-responsive. I! ' ! Upon request, Contractor agrees to provide to owner'�omplete and accurate information regarding actual work performed by Minority Business Entecprise (WBE) on the contract and payment therefore. Contractor further agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts (other than a negligent mis! epresentation) and/or the commission of fraud ,by the Contractor will be grounds for termination of�t�e contract and/or initiation action under appropriate federal, state or local laws or ordinances��elating to false statement; further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result in L�"J l- ,� LJ L�J L�� l�, � l� �1 12. 13 14. � the Contra�tor being determined to be irresponsible an barred from participation in City work for a period of time of not less than three (3) years. � AWARD OF CONTRACT: Contract will be awarded to the lowest responsive bidder. The Ciry reserves the right to reject any and/or all bids and �vai�� any andlor all irregularities. No bid may be withdrawn until the expiration of forty-nine (49) days from the date the M/WBE UTILIZATION FORM, PRIME CONTRACTOR �VAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate is received by the City. The award of contract, if made, will be within forty-nine (49) days after this documentation is received, but in no case will the award be made until the responsibiliry of the bidder to-whom it is prog�sed to award the contract has been verified. II PAYMENT: The Contractor �vill receive full paymeni�(minus 5% retain age) from the City for all work for each pay period. Payment di the remaining a��nount shall be made with the final payment, and upon acceptance of the project. io ADDENDA: Bidders are responsible fpr obtaining all I�ddenda to the contract documents prior to the bid receipt time and acknowledging them at the time o��, bid receipt. Information regarding� the status of addenda may be obtained by contacting the Deparhiient of Engineering Construction Division at (817) 871-7910. Bids that so not acknowledge all applicable addenda may be rejected as non- resnonsive. CONTRACTOR COMPLIANCE WITH WORKE�2'S COM�ENSATION LAW:' rr A. Workers Compensarion Insurance Coverage a. Definitions: I� {�-� Certain of coverage ("certificate"). A copy o� a certificate of insurance, a certificate of S 1 authority to self-insure issued by the=commis�ion, or a coverage agreement (TWCC-81, L3 TWCC-82, TWCC-83, or TWCC-84), showiiig statutory worker's compensation insurance coverage for the person's or entity's employe�s providing services on a project, for the Oduration of the project. ' hp Duration of the project-includes the time fro�n the beginning of the work on the project until � the contractor's/person's work on the projecrlhas been completed and accepted by the governmental entity. i� Persons providing services on the project ("s°�bcontractdr" in §406.096)-includes all persons � or entities performing all or part of the servic��es the contractor has undertaken to perform on the project, regardless of whether that persor� contracted directly with the contractor and regardless of whether that person has e,„mplo�� es. This includes, without limitation, Q independent contractors, subcontractors, leasmg companies, motor carriers, owner-operators, employees of any such'entity, or employees �of any entity which furnishes persons to provide services on the project. "Services" include, �✓ithout limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or toner services related Q to a project. "Services" does not include act ��' ities unrelated to the project, such as food/beverage vendors, office supply delivelP es, and delivery �of portable toilets. L"J � b. The contractor shall provided coverage,� based on proper reporting of c(assification codes and payroll amounts and filing of any c�Sverage agreements,, which meets the statutory requirements of Texas Labor Code, Sec�ion 401.011 (44) or all employees of the contractor providing services on the pro�ect, for the duration of the project. I c. The Contractor must provide a certific�e of coverage to the govemmental entity prior to being awarded the contract. �, � , H� �� lJ �J! � � L�'J L� C�J � d. If the coverage period shown on the contYactor's current certificate of coverage ends during the duration of the project, the co�tractor must, prior to the end of the coveraJe period, file a new certificate of coverage ��vith the governmental entity showin� that coverage has been extended. e. The contractor shall obtain from each pe�son providing services on a.,project, and provide to the governmental entity: �6 (1) a certificate of coverage, prior to thal person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and �iIo (2) no later than seven days after receipt�by the contractor, a new certificate of coverage showing extension of coverage, if tti� coverage period shown on the current certificate of coverage ends during the duration of the project. �i f. The contractor shall retain all required c�rtificates of coverage for the duration of the project and for one year thereafter �o g. The contractor shall notify 'the governm e�tal entity in writing by certified mail or personal delivery, within ten (10) days a�ter the contractor knew or should have known, of any change that materially affects the'�rovision of coverage of any person providing services on the project. h. The contractor shall post on each project��site a notice, in the text, form and manner prescribed by the Texas Worker's Comp�nsation Commission, informing all persons providing services on the project that th� are required to be covered, and stating ho�v a person�may verify coverage and report lack of coverage. I. The contractor shall contractually requir� each person with whom it contracts to provide services on a project, to: �� (1) provide coverage, based on proper �porting on classifcation codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas labor Code, �ection 401.011 (44) for all of its employees providing services on the project, ��r the duration of the project; "(2) provide to the contractor, prior to tYiat person beginning work on the project,'a certificate of coverage showing tha�coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (3) provide the contractor, prior to the �nd of the coverage period, a new certificate of � coverage showing extension of co ��rage, if the coverage period shown on the current certificate of coverage end�sduring the duration of the project; f �� L;7 (4) obtain from each other person with whom it contracts, and provide to the contractor: (a) a certificate of coa�erage, prij r to the other person beginning work on the project; and �� (b) a new certificate of coverag��showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during th��duration of the project; (5) retain all required certificates of c Iverage on file for the duration of the project and for one year thereafter. tl� C�J � L�J L'"J l� f L•J l!'J �� lJ � L�I '�J L�1 L�9 � � LJ (6) notify the �overnmental entity in wiring by certified mail or personal delivery, within ten (10) days after the person �ne�v or should have kno�vn, of any change that materially affects the provision of cox��era;e of any person providing services on the project; and �� il (7) contractually require each person with �vhom it contracts, to perform as required by paragraphs (1) -(7), wi,th Khe certificwvtes of coverage to be provided ro the person for �vhom they are providing services. II By signing this contract or providing or c�using to be provided a certificate of coverage, the contractor is representing to the gove�mental entity that all employees�of the contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes aiid payroll amounts, and that all coverage agreements will be filed with the appropr�ate insurance carrier or, in the case of a self insured, with the commission's Division��if Self-Insurance Regulation. Providing false or misleading information may subject the �ontractor to administrative, criminal, civil penalties or other civil actions. �; • a k. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor does not remedy the breac�i within ten days after receipt of notice of breach from the govemmental entity. i� � B. The contractor shall post a notice on each project site forming all persons providing services bn the project that they are required to be covered, and statin how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas�Worker's Compensarion Commission rules. This notice must be printed with a title in at least 30 p�oint bold type and text in at least 19 point normal type, and sl�all be in both English and Spanish and an� other language common to the worker population. The text for the notices shall be the follo�ing text, without any additional words or changes: ;� �� "REQUIRED WORKER'S COMPENSATION COVERAGE" ' II The law requires that each person working on this sit�or providing services related to this consmzction project must be covered by worker" compensation in�urance. This includes persons providing, hauling or delivering equipment or materials, or providing la}� r or transportation or other service related to the project, regardless of the identity of their employer o�status as an employee". Call the Texas Worker's Compensation Commission at 512-440-3789 to receive information on the legal requirement for coverage, to verify whether youi employer has provided the required coverage�; or to report an employer's failure to provide coverag�;'. 15. NON DISCRIMINATION: The contractor shall no�iscriminate against any person or persons because of sex, race, religion, color, or national origi� 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 �actices. 16. AGE DISCRIMINATION: In accordance with the �olicy (`°Poticy") of the Executive Branch of the federal government, contractor covenants that neithe it nor any of its officers, members, agents, or employees, will engage in performing this contract, all, in connection with the employment, advancement or discharge of employees or in conne�� ion 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 statutod�y requirement. I I �� I� 1 u � I Contractor furdier covenants diat neither it nor its ofticer�, members, a�ents, or employees, or person acting on their behalf, shall specify, in solicitations or advertisements for employees to ��ork on this Contract, a maximum age limit for such employment unless the specified maxinu�m a��e limit is based oupon a bona fide occupatialal qualification, retirement pJ�an or statutory requ�irement. Contractor warrants it will fully comply with the Policy a�nd �viIl defend, indenu�ify and hold Ciry � harmless a�ainst any and all claims or allegations asserte� by third parties a?ainst City arisin; out of Contractor's alleged failure to comply �vith the above re �renced Policy concerning a�e�.discrimination in the performance of this Contract. � � � � � � � �� LJ l� t�J � I�� I L"J � � ILJ 17. DISCRIVIINATION DUE TO DISABILITY: In acco�iance with the provisions of the Americans �vith Disabilities Act of 1990 ("ADA"), Contractor warr�nts that it �vill not unlawfully discriminate on the basis of disability in the provision of services to the general public, nor in the availability, ternis , and/or conditions of employment for applicants for emp�oyment with, or current employees of Contractor. Contractor warrants it will fully comply wit'A ADA's provisions and arfy other applicable federal state and local laws conceming disability and will defend indemnify and hoid City harnlless against any claims or allegations asserted by third parti against City arising out of Contractor's alleged failure to comply with the above-referenced law� concerning disability discrimination in the performance of this Contract. iF Revised March 15, 1996 � � �ii �� I� � ii .� M � � � �J i �J LJ � � I� �� LJ �� L�J L!�i l+�J l�J � l�l LJ CiTY OF FORT `VORTH HIGH�VAY CONTRUCTION PREVAILING VVAGE R.A,TE FOR 1999 CLASSIFACTION AIIZ TOOL OPERATOR � ASPHALT RAKER ASPHALT SHOVELER BATCHING PLAN'I' WEIGHER CARPENTER CONCRETE FRJISHER-PAVII�IG CONCRETE FINISHER-STRUCTURES CONCRETE RUBBER ELECTRICIAN FLAGGER FORM BUII,DER-STRUCTURES FORM LINER-PAVING & CURB FORM SE'ITER-PAVING & CURB FORM SETTER-STRUCTURES LABORER-COMMON LABORER-UTILITY ' MECHANIC OILER SERVICER PAIN'I'ER-STRUCTLTRES PIPE LAYER BLASTER ASPHALT DISTRIBUTOR OPER.ATOR ASHPALT PAVING MA.CHINE BROOM OR SWEEPER OPERATOR BULLDOZER � CONCRETE CURIl�IG MACHINE CONCRETE FINiSHING MACHINE CONCRETE PAVING JOINT MACHINE CONCRETE PAVING JOINT SEALER CONCRETE PAVII�G SAW CONCRETE PAVING SPREADER SLIPFORM MACHINE OPERATOR CRANE, CLAMSHELL, BACKHOE, DERRICK, DR.AGLINE, SHOVEL FOUNDATION DRILL OPERATOR CRAWLER MOUNTED FOUNDATION DRILL OPER.ATOR TRUCK MOUNTED FRONG END LOADER � MILLING MACHINE OPERATOR MIXER MOTOR GR.AUER OPERATOR F1NE GRADE MOTOR GRADE OPERATOR HOURLY �2ATE $9.00 9.55 8.80 11.SI 10.30 10.50 9.83 8.84 15.37 7.55 9.83 9.00 9.24 9.09 7.32 8.94 12.68 10.17 9.41 11.00 8.98 11.50 10.29 10.30 8.72 10.74 9.25 11.13 10.42 9.00 10.39 10.50 9.92 11.04 10.00 I 1.83 9.96 8.62 10.30 I 1.97 10.96 LJ � LJ � l�J � � ls' � l� � I�� J CLASSIFACTION CITY OF FORT `VORTH HIGH'�VAY CONTRUCTION PREVAILING WAGE RATE FOR 1999 PAVEMENT MARK.Il�IG MACHINE ROLLER, STEEL WHEEL PLANT-MIX PAVEMENTS ROLLER, STEEL WHEEL OTHER FLATW��EL OR TAIviPING ROLLER, PNELTMATIC, SELF-PROPELLED SCRAPER SCRAPER TRACTOR-CR.AWLER TYPE TRACTOR-PNEUMATIC TRAVELING MIXER WAGON-DRILL, BORING MACHINE . RETNFORCING STEEL SETTER PAVING REINFORCING �STEEL SETTER STRUCTURES STEEL WORKER-STRUCTURAL SPREADER BOX OPERATOR WORK ZONE BARRICADE TRUCK DRNER-SIriGLE AXI,E LIGHT . � TRUCK DRNER-SINGLE �,E HEAVY TRUCK DRNER-TANDEM AXLE SEMI TRAILER TRUCK DRNER-LOWBOY/FLOAT TRUCK DRIVER-TRANSIT MIX TRUCK DRNER-WINCH VLBRATOR OPERATOR-HAND TY1�E WELDER � � � � D � 0 �. � � � � HOURLY RATE 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 7.32 11.57� v � . . I�I n I* � � u � I `�! n C � I!I � L� LI l� � P R 0 P O S A L TO: MR. BOB TERRELL City Manager Fort Worth, Texa•s FOR: CONCRETE RESTORATION (2000-1) AT VARIOUS LOCATIONS PROJECT NO.�GS93-020930532070 Fort Worth, Texas Pursuant to the foregoing "Notice to Bidders", the undersigned has thoroughly examined the plans, specifications and the site, understands the amount of work to be done, and hereby proposes to do all the work and furnish all labor, equipment, and materials necessary to fully complete all the work as provided in the plans and specifications, and subject to the inspection and approval of the Director of the Department of Engineering af the City of Fort Worth. Total quantities given in the bid proposal may not reflect actual quantities; however, they are given for the purpose of bidding on and awarding the contract. A contract in the amount of $1,000,000.00 shall be awarded with final payment based on actual measured quantities and the unit price bid in this proposal. It is understood and agreed that the scope of work contemplated in this contract is that which is designated by the City as the need arises but will in no case exceed $1,000,000.00 without a properly executed amendment. It is further agreed that the terms of this contract is a maximum of one hundred and forty (140) working days. Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract and furnish Performance and Payment Bond approved by the City of Fort Worth for performing and completing the said work within the time stated and for the following sums, to-wit: SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT "TOTAL ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS � PRICE AMOUNT BID � S.P. 1 Lump Sum Utility Adjustment @ One-Thousand Dollars & No Cents Per L.S. $ 1,000.00 $ 1,000.00 S.P. 2 2 Ea. Project Designation Sign @ Two-Hundred Dollars & � No Cents Per Ea. $ 200.00 $ 400.00 314 3 14,000 S.Y. 7"Reinforced Concrete Pavement@ S•P• ��L � Dollars & p,� ents Per S.Y. $ �S�DO $ Fj�2�(�Q�00 P-1 � n I� � , , � � � � �J � � � � a� � a � a � a. 0 � SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM ITEM QUADITITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID 314 4 300 L.F. 7"� t al Concrete Curb(S-S12)@ Dollars & S �•00 $ 2y0a•� � �Cents Per L.F. . 312 5 14,000 S.Y. 3" HMAC Base @ g,p, �y+p Dollars &• (oo Cents Per S.Y. $ �� S �� S.P. 6 25,200 L.F. Silicone Joint Sealing @ �h�2, Dollars & yp __�v' U Cents Per L.F. $ �`�� $ ,�TOU�•Oo 7 450 7 3 Ea. Manhole Adjustment @ g,p, Two-Hundred Fifty Dollars & No Cents Per Ea. $ 250.00 $ 750.00 450 8 3 Ea. Water Valve Box Adjustment @ g,p, Two-Hundred Dollars & No Cents Per Ea. $ 200.00 $ 600.00 104 9 20 S.Y. Removal and Replacement of 6" 504 � Concre e Driv way Approach @ _ S.P. Y .Dollars & � ' ents Per S. Y. $��j•00 $ Q60'tla 104 10 120 S.Y. Removal and Replacement of 4" � 504 Concr te S'dewalk @ g,p, Dollars & ),/, C Cents Per S.Y. $ `IY'd� S �2C�d°� 500 11 500 L.F. 6"PVC Perforated Subdrain and . g,p, Filter Material @ /�j� h,Q Dollars & �f �Q Cents Per L.F. $ q �Q $`TSQ�'�� 208 12 100 C.Y. Graded�Crushed Stone @ g,p, . �� Dollars & n �a Cents Per C.Y. $ �'�� $ '70�'� TOTAL BID $ �� 5 I u �6D .� ' � u �aa.r.� I`fwe�ocr'�( �`" �' `�,`ti``�`�� .�.h� �� 1,L').N �K �YSz G1 I '/� �U P-2 a .. 0 a � � � O � �• � � This contract is issued by an organization which qualifies for exemption pursuant to the provisions of Article 20.04 (F) of the Texas Limited Sales, Excise and Use Tax Act. Taxes. All equipment and materials not consumed by or incorporated into the project construction, are subject to State sales taxes under House Bill 11, enacted August 15, 1991.. The Contractor .shall comply with City Ordinance 7278, as amended by City Ordinance 7400 (Fort Worth City Code Sections 13-A-21 through 13-A-29), prohibiting discrimination in, employment practices. The undersigned agrees to complete a11 work covered by these contract documents within One Hundred & Fortv (140) 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 Wage Rates for Street, Drainage and Utility Construction" as established by the City of Fort Worth, Texas. The Contractor shall start work within 15 calendar days of executing the contract. Within ten (10) days of�receipt of notice of acceptance of this bid, the undersigned will execute the formal contract and will deliver an approved Surety Bond for the faithful performance of this contract. The attached deposit check in the sum of �%, G 6 A Dollars ($ ) is to become the property of the City of Fort Worth, Texas, or the attached Bidder's Bond is,to be forfeited in the event the contract and bond are not executed within the time set forth, as liquidated damages for delay and additional work caused thereby. I(we), acknowledge receipt of the following addenda to the plans and specifications, all of the provisions and requirements of which have been taken into consideration in preparation of the foregoing bid: � Addendum No. 1 (Initials) Addendum No. 2 (Initials) Addendum No. 3 (Initials) . Addendum No. 4 (Initials) � . � � � � lJ LJ L�1 (Seal) Date : / /- �• y' 9' Respectfully submitted, � _� p — G Cp . 6� By: /2��/G fr��S�fCM . Address : Q'2 `�li 5/�/LG�-i,�1 N S%• ��4 c- • _' %� J( 7 ✓�2� � Telephone: Z/G�'�C�Z•�IZ,Z �'2�O P-3 � � 1 • �1.1 � , 4 ' VENDOR COMPLIANCE T(� STATE I.AW � C'J � L I,(1 u 1� The 1985 Session of the Texas Legislature passed House Bii! 620 relative to the award of contracts to non-resident bidders. This 1aw provides that, in order to be awarded a contract as a low bidder, non-resident bidders (out-of-state contractors whose corporate offices or principai p{ace of business are outside the state of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a non-resident bidde� in orcler to obtain a comparable contract in the sta% in which the s+on-resident's principal place of business is located. The ap�ropriate bfanks in Section A must be filled out by ail out-of-state or non-resident bidders in order for your bid to meet specifications. The failure of out-af-state or non-resident contractors to do so wi11 automaticafly disqualify that bidder. Resident bidders must check the box in Section B. A. Non-resident vendors in 1`�i � (give s%ate), our principal place of business, are required to be _�,3 �� percent lower than resident bidders by state law. A copy of the statu#e is attached. allon-resident vendors in 1`� ��4-- ,(give state}, our principai place of business are not required ta underbid resident bidders. a a B� � u � Our principal place of business or corporat� offices are in the Sfate of Texas. 1..� Bidder: L � �r�'�° c��'�ioy� ��. Company �2�.� S�' Il r�an �'�e =� �a �� Address � �l �� - '�-�2. � � City/State/Zi,p I� �. ��, D � � 0 �Ca�i'� �hph1 By (Please Print) /��i�� Signature �NS�-d'�'�''P Yl�� Title (Please Print) 7HIS FORM MUST BE RETURNED WI'TH YOUR QUOTATION � � ' �� ' , � � � � �iJ � � � �� ,� city of Fort Worth Minority and Wome.n Business Enterprise Specifications' SPECIAL 1NSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY �If the total dollac.va(ue.of:the contcact is $25,000 oc more, the MIWBE goal is appficable. If the totat doltar� value of the contract is less; than $25,000, the MNVB� goal� is not applicable. POLICY STATEMEN7 � It is the poiicy of the City of FoR Worth to ensure the full and equitabie participation by MinoritylWomen Business Enterprises (MMBE) 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 MlWBE firms to a level comparable to the availability of M/WBEs that provide goods and services directly or indirectly 10 the City. MNVBE PROJECT GOALS The City's MBEIWBE goal on this project is ,,.. �Fi °/a of the base bid value of the contract. COMPLIANCE TO BID SPEC(FICATIONS On City contracts of $25,000 or more, bidders are required to comply with the intent of the City's M/WBE Ordinance by either of the foltowing: � 1. Meet ar exceed the above stated MIWBE goal, or; 2. Good Faith Effort documentation, or; 3. Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION . � The applicable documents must be received by the Managing Oepartment, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. � 1. M/WBE Utilizafion Form: received by 5:00 p.m., ftve (5) City business days after the bid opening date, exctusive af the bid opening date. u l-�l � L�J f �� L�J 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 b(d opening date. received by 5:00 p.m., five (5) City bitsiness days after the bid opening date, exclusive of the bid opening date. �FAILURE TO COMPLY WITH THE ClTY'S MM/BE ORDtNANCE, WILL RESUL7 IN THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS. Any questions, piease contact the MlWBE Office at (817) 87i-6104. Rev. 6/2l98 � ., �� ATTACHMENT 'lA Page 1 of 2 Cit�y of Fort Worth Minority and Women gusiness Enterprise Specifications MBElWBE UT1LtZATION � �4t,st�Q di C��''ti�c� �� lI1 o4�f�' PRIM COMPAN NA ,�, [ B1D OATE r l��v°a�a'h C�a�� C�S93s �2p�oS32��b ROJECT NAME PROJECT NUMBER I o% F CITI^S �4/1YBE PROJEC7' GOAL: � � � I A4�WI3E PERCENTACE AC1iIEVED: 2 6 jT I /- � ailure to complete this form, in its entirety with supporting documentation, and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of b�d opening date, will result in the bid 1";eing considered non-responsive to bid specifications. , � The undersigned bidder agrees to enter into a formal agreement with the MBE andlor WBE firms for work listed in this �hedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional andlor knowing isrepresentation of facts is grounds for consideration of disquatification and will result in the bid being considered non-respansive to specifications. � • � Company Name, Contact Name, Address, and Telephone No. N( (� tXJfY� ll. 1 YiC •s .� i- �--�� __ ._ .`��: °�= ��g��- �� . .� �� ! (c txC�V4 �h�•, ��w �� rf�! , _ I� __�IDv_6 -.__ � _ ;.�I''a r r�an-t� (,mn-Lr� -- _ �_Q , Qo�.__ � I'q�i _ ��_hC�f�._.. .T..x. �� Il.s'_ -.._ n.__.__ __. J! Certified U � F- U x ►- > Q � O � H s . Specify All Contracting Scope of Work (•) Sw � Q �(,r�ca . ,�'��• �� t��c,a , � C�c� a�d �l� T � Specify Afl ttems to be Supplied(") ,�,; •V � . d . �� s�p � Dollar Amount �'�.R5.3oad� � 60,�f g�''°� � 2 � I, Do� � o0 M/WBEs must be located in the 9(nine) county marketplace or currently doing business in the marketolace at the time of bid. �Specify a4{ areas in which MWSE's are to be utifized andtor items to be suppiied: A complete listing of items to be supplied is required in order to receive credit toward the MlWBE goal. � Identify each Tier Ievel. Tier: Means the level of subcontracting below the prime contractorlconsultant, i.e., a direct payment I from the prime contractor to a subcontractor is considered 1"tier, a payment by a subcontracto� to its supplier is considered 2"° tier. aTHIS FORM MUST BE RECEIVED 8Y 7HE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5j CITY BUSINESS DAYS AFTER BIO ' . OPENING, EXCLUSIVE OF THE BID OPENING DATE a Rev. 6l2/98 Pages 1 a�d 2 of Attachment 1A must be received by the Managing Department ---�+ � ,, � 1 c��r of Fort wortn E� Minority a�d Women usiness Enterprise Specifications MBEIWBE UT(LIZATION Company Name, Contact Name, Certified Specify Ail Contracting � Specify Ali Items to be Address, and Tefephone No. Q Scope of Work (`) Supplied(') ,Z. ;— � o o �� ° � vai � z �' x �� ..@ .+2 ��/ ��. � L�Ix 3 s�d d ,� �'x_ �:2�5 �� '��_.� �Y � ' g .T�2�1 ,�� .�e�.f �. .� (a �f �'i�-�-�r� � � i� ATTACHMENl' 1A Page 2 of 2 Doilar Amount . � 2s� 2oo•�io � `�;�-3 S� °� �� . he bidder further agrees to provide, directiy to the City upon request, comptete and accurate info�mation regarding �ctual work performed by a(I subcontractors, inctuding MBE(s) and/or WBE(s� arrangements submitted with this bid. he bidder also agrees to allow an audit and/oP examination of any books, records and files held by their company that F,n�iii substantiate the actual work performed by the MBE(s} and/or WBE(s) on this contract, by an authorized officer or empfoyee of the City. Any intentional andlor knowing misrepresentation of facts will be grounds for terminating the ��tract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, tate oc Loca! laws concerning fatse statemes►ts. Any failure to comp{y with this ordinance and creates a material breach of contract may result in a determination of an irresponsible oiferor and barred from participating 9n City work �r a period �of time not less than one (1} year. ALLj �BEs an WBEs MUST BE CERT(FIED BY TFiE CITY BEFORE CON7RACT AWARD /2 tf�i�� li Q� �i'p. �aa hP m ��thorized Signature `� r Prin ed Si ature,J "' �.f'r`c� f l�/' �,�---- / � ��( ..� � . 'tle � Canta� Name and Titfe (if diffe�rent) � ��s �.� r ► � �u ��i� ��► n _ �►� Company Name ��''z2 a S�Gt' Il mav� s�-e� 20 dress . D�l( � r�- ��243 j"�tylState/Zip Code lJ Telephone Number (s) i214) 3y2� 1122 ��. 26 Fax Number ��.+4�) 3� 2-lr2l Date �I'�� THIS FORM MUST BE RECEIVED BY THE MANAGiNG DEPARTMENT BY 5:00 p.m., FIVE (5j CITY BUSINESS DAYS AFTER B!D OPENING, EXCLUSIVE OF THE BID OPENING DATE Rev. 612198 aPages 1 and 2 of Attachrnent 1A must be ceceived by the Managing Department � �, , , �� '�� A7TACHMENT 1B Page 1 of 1 Cit�y of Fort Worth Minority and Women Business Enterprise Specifications Prime Contractor Waiver ��Sf�c� �I ��o�io� �m, ��u.c� �ora-fi� C2000 �-1� Prime Com an Name � Project Name P Y � 1l/�� s93 �- aZa9�3o�320�'1 93 Bid Opening i�ate Project Number if both answers to this form are YES, do not complete ATTACHMENT 1C(Good Faith Effort Form). � All questions on this form must be compieted arid a d'etailed explanation provided, if applicable. If the answer to either question is NO, then you must complete ATTACHMENT 1C. This form is only applicable if both answers are yes. � � u � � LJ I� u I� � � 0 l,J 0 � Fai{ure to complete �this� form. in its entirety and be received Eiy: the•.Manaqing Deu��-tment on or before 5:�0 p.m., five �(51 Citv business days after bid ooenina, exctusive of th� bid �opening date; will result in the bid being considered non-responsive to bid specifications. .• Wiil you pe�form this entire contract without subcontractors? Yes _ C�No If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an operational profile of your business. Will you perform this entire contract without suppliers? Yes �No If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practic�.and provide an inventory profile of your business. The hidder further agrees to provide, directly to the City upon request, complete and accurate �information regarding actual work performed by all subcontractors,� including MBE(s) and/or WBE(s) on this contract, the payment therefore and any proposed changes to the original MBE(s) andlor WBE (s) arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and fifes held by their company that will substantiate the actual work performed by the MBE(s) andlor WBE(s) on this contract, by an authorized officer or employee of the City. Any intentionat andlor knowing misrepresentation of facts w'sl{ 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 statemertts. 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. 12��-1��r� Authorized Signature ( ,tr' v�f Title �G� !l �'�r�ta�i�n �rn/�a�h Company Name � � q22 D s�'�lma�r -�f ��e# 20/ Address Ii a��a�J %rx- a y 3 Authorized Signature i�bP'� .l��s�e� Printed Signature -��.r�,� _ ��. � Contact Name (if di erentj ( C�zt�t� 3�2 - ll2Z ��x� . 2d Contact Tetephone Number (s) ��1�3�f2- tl2/ Fax Number � � � � /�G�ta l � ��u Company Name Rev. 6/2/98 � . � ' '. � I-' � � `U � � ,� 0 ATTACHMENT 1C Page 1 of 3 city of Fort Worth Minority and Women Business Enterprise GOOD FAfTH EFFORT A�s �-CI ��kc�i� �m Q , Prime Company Name � �hG��f-� ,��va�{i�n ��a0-- ' Project Name �� Bid Dat G�s�3 - �2oR3o�32a�o Project IVumber IIf you have failed to secure M/V1fBE participation a�d you have subcontracting and/pr supplier opportunities or if � your MlWBE participation is less than the City's project goal, you must complete this form. 1f the bidder's method of compliance with the MNVBE goal is based upon demonstration of a "good faith effort", the bidder wi11 have the burden of correctly and accurately preparing and submitiing the documentation required by the Ciiy. Compliance with each item, 1 thru 6 betow, sha!! satisfy ihe Good Faith Effort requirement absent proof of fraud, intentional andlor knowing misrepresentation the facts or intentional discrimination by the bidder. j ":..:'i'I:�ri 1� ...�. .I1L!L'�4J^ 'tl:i,�,. . ..... . � I'�CI:F��L� • p...I � T. I IY' i .� .-.� .,.�,i� :. �...�. . ;.. t i t i. � fFa►luretia��ta corrmplete Xh►s,�..f,.orm, m�ats, enticety': wtith su�pqrt�r�g� do�u�Me�fat�on, and receiv,ed�,,by�r`#,he,y . � � u�nf; 4 . �.s t� �Mana� �n nQ'e' �,ai�`ittent�ori dr�b'efore55:U9.��"m: five�; 5{Ci 6,business�c�a s�after�bid v."�enin ��clus�v,e��.ofib.�d; �9 �, �..� _�_ . ,.. . .. . P i . tY; � . . t..P 9�:. ,,, ,,:,a. . � , . :. , .., , ;,op�enin�;Fd�'te,,:vyill�cesult�in��he [i,id�ti�.ing�considecec[=non-«spo�sive;#o tiid�specifcat�ons. ,� � . 1.) Please list each and every subcontracting and/or supplier opportunity f DO NOT LlST NAMES OF FIRMS which will be used in the completion of this project, regardless of whether it is to be provided by a M/WBE or non- M/WBE. � (Use additional sheefs, if necessary) List of: Subcantractinq Opportunities _,�'1�1�2 ��c�a�i�c'�i.�n -�hc, , List of: Suqplier Opportunities TQ �' wC,�h� �K�r-e� � i� k �1�GC� �6�v�-t' ��.� �ne��a�� (� . � - � � 0 � - - � � � � r .. � �r�-� � ,� � ��I ,� AT'fACHMENT 1 C Page 2 of 3 2.) Did you obtain a current list of M/WBE firms from the City's M/WBE Office? The list is considered in compliance, if it is not more than 3 months old from the date of bid opening. �� id Yes No � L■1 L�J Date of Listing Q /�',�/ � 3.) Did you solicit bids from M/WBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days p�ior to bid opening by mail, exclusive of the day the bids are opened? Yes If yes, attach M/WBE maii listing to include name of firm and address and a dated �C No copy of letter mailed. � � 4.) Did you solicit bids from M/WBE firms, within the subcontracting and/or supplier areas previously � listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? � Yes If yes, attach list to include name of M1WBE firm, ep rsan contacted, � _ RLNo phone number and date and time of contact. Ifl l�l � � NOTE: A facsim�ile may be used to comply with either 3 or 4, but may not be used for both. If a facsimile is used, attach� the fax confirmation, which is to provide M/WSE t�ame, date, time, fax number and documentation faxed. , NOTE: lf a SIC list of �M/WBE is ten or less, the bitlder must contact the entire list to be in compliance with questions 3 a.pc�'�4. Iffra sic .list of �MNVB� is mor.e than ten, thQ bidder must contact at least two-thirds of ��the list but�_not=less.:tFian�ten to�be.ln compliance-with questions 3 and 4: 5.) Did you provide plans and speci�cations to potential M/WBEs or information regarding the location of plans and speci�cations in order to assist the M/V116Es? j'�j ,�Yes u No �' C'� � l!I� C� 6.) If M/WBE bids were received and rejected, you must: -(1) l.ist the M/WBE firms and the reason(s) for rejection (i.e., quotation not commercially reasonable, qualifications, etc.) and (2) Attach affidavit and/or documentation to support the reason(s) listed below (i.e.. letters, memos, bids� telephone calls, meetings, etc.) • (Please use addltiona! sheets, if necessary, and attach.) Company Name Telephone Contact Person Scope of Work Reason for Reiection � � ,, � � , , A'TTACHMENT 1C Page 3 of 3 ADOITIONAL INFORMATION: Please provide additional information you feel wiil further exp(ain your good and honest efforts to obtain M/WBE participation on this project. ��. ��,fd ,�,'��. � 1 1► !.[... � %� ' �' " • � � �. � 4 I I �' � °� a� � �� l�r�d % � , � -„ / i , .�. � I, � L , � �, ,. � �I� _ I. � � � � The bidder further agrees to provide, directly to the City upon request, complete anci � 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 alfow an audit andlor examination of any books, records and r1 ftles held by their company that will substantiate the actual work performed on ihis �-� contract, by an authorized officer or employee of the City. L� � � � l�l � � I�I l�l � Any intentional and/or knowing misrepresentation of facts will be grounds for ierminating 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 fa[se statements. Any failure to�comply with this ordinance and creates a material breach of contract may resu(t in a determination of an irresponsible offeror and barred from participaiing in Cify work for a.period of time not less than one {1) year. � The undersigned cettifies that the information provided and the M/WBE(s) listed was/were contacted in good faith, �[t is � understood that any M/WBE(s) Iisted in Attachment 1C wiIl be contacied and the reasons for not using them will be verified by the City's MIVVBE Office. �2 ��- f��-P� �� h.��► Authorized Signature � Printed Signature __ � �Y�,�C'�.e�.�' /� � ��if"M Title �� Contact Name and Title (if differe�t) l�Ls�a �� wa �7Hr�Co�1 ��-�p (2 t�) 3�/2 � li22 ��2� Company Name R22o � ((man �'�• Address .��!(r,�.. � x -- �5 2 �1� City/State/Zip � Telephone Number(s) #2�1 C�2 �� 3�2 - lrZ l Fax Number �� /�$l�� Date / � L�J � , . , . L�l 0 � � � 0 ' � � Q � � � � � a � � � � M/WBE REQUIRED DOCUMENTATI�ON RECEIPT Official Date: / / Official Time: : Bid Date: Project Name: Project Manager: Forms Submitted By Name: Company: Transportation & Public Works 11-11-99�111:37 RCVC _�__�_��=LL ��.A� ��l.a�� C�� — ( � -- .-� "iC�-�� \ Q/l��C�� u� �_� Q Q t`�.� ,. �!� � _ , Received By: /1( 0 m 0 0 � � � L�J � l� `��ll � l!; 1 "_�J L��J � l�l � l�J � CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS DEPARTMENT SPECIAL PROVISIONS FOR: CONCRETE RESTORATION (2000-1) AT VARIOUS LOCATIONS PROJECT NO. GS93-020930532070 1. SCOPE OF WORK: The work covered by these details and specifications consist of the removal and replacement of distressed concrete/asphalt pavement and curb/curb and gutter. The work shall include all other miscellaneous items of construction to be performed as outlined in the details and specifications� which are necessary to satisfactorily complete the work. It is understood and agreed that the scope of work contemplated in this contract is that which is designated by the City as the need arises but will in no case exceed $1,000,000.00 without a properly e�ecuted amendment. A contract in the amount of $1,000,000.00 shall be awarded with final payment based on the actual measured quantities and the unit price bid in the proposal. It is further agreed that the terms of this contract is a maximum of One Hundred Forty (14�0) working days. The contractor shall replace any removal of the existing concrete by next day of removal. The contractor is encouraged to conduct site visits arid survey all these possibilities. The contractor shall verify these locations with the Construction Engineer. For street locations see list at the back of this document. Additional locations may be added if needed. 2. All utilities and right-of-way easements are expected to be clear on this Project within sixty (60) days of advertisement of this project. The work order for subject project will not be issued until all utilities and right-of-way easements are clear. 3. Contract will be awarded to the lowest responsible and responsive bidder. 4. The Contractor agrees.to complete the Contract within the allotted number of days. If the Contractor fails to complete the work within the number of days specified, liquidated damages shall be charged, as outlined in Part 1, Item 8, Paragraph 8.6, of the "General Provisions" of the Standard Specification for Construction of the City of Fort Worth, Texas. 5. INCREASE OR DECREASE IN QUANTITIES: The quantities shown in the proposal are approximate. It is the Contractor's sole responsibility to verify all the minor pay item quantities prior to submitting a bid. SP-1 � � 0 � � � !�� [!'J l�►J �J L�� 6. L�i � When the quantity of the work to be done or materials to be furnished under any major pay item of the contract is more than 125� of the quantity stated in the contract, whether stated by Owner or by Contractor, then either party to the contract, upon demand, shall be entitled to negotiate for revised consideration on the portion of work above 125� of the quantity stated in the contract. When the quantity of the work to be done or materials to be furnished under any major pay�item of the contract is less than 750 of the quantity stated in the contract, whether stated by Owner or by Contractor, then either party to the contract, upon demand, shall be entitled to neqotiate for revised consideration on the portion of work below 75o of the quantity stated in the contract. This paragraph shall not apply in the event Owner deletes a pay item in its entirety from this contract. A maj or proposal original A minor proposal contract. pay item is defined as any individual bid item included in the that has a total cost equal to or greater than 5 percent of the contract. pay item is defined as any individual bid item included in the that has a total cost less than 5 percent of the original In the event Qwner 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 Engineering and approved by the City Council after said work is completed, subject to all other conditions of the contract. As used herein, field cost of the work will include the cost of all workmen, foremen, time keepers, mechanics and laborers; all materials, supplies, trucks, equipment rental for such time as actually used on such work only, plus all power, fuel, lubricants, water and similar operating expenses; and a ratable portion of premiums on performance and payment bonds, public liability, Workers Compensation and all other insurance required by law or by ordinance. The Director of the Department of Engineering 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 performed by the Contractor as an independent Contractor and not as an agent or employee of the City. The 15% of the actual •field cost to be paid to the Contractor shall cover and compensate him for profit, overhead, general supervision and field office expense, and all other elements of cost and expense not embraced within the actual field cost as herein specified. Upon request, the Contractor shall provide the Director of the Department of Engineering access to all accounts, bills and vouchers relating thereto. The City reserves the right to abandon, without obligation to the Contractor, any part of the project, or the entire project, at any time before the Contractor begins any construction work authorized by the City. SP-2 � u � � 7. This contract and project are governed by the two following published specifications, except as modified by these Special Provisions: � STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION-CITY OF FORT WORTH � C�I � STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION-NORTH CENTRAL TEXAS A copy of these specifications may be purchased at the office of the Department of Engineering, 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort Wortli, Texas 76102. The specifications applicable to each pay item are indicated in the call-out for the pay item by the designer. If not shown, then applicable published specifications in any of these documents may be followed at the discretion of the Contractor. General Provisions shall be those of the Fort Worth document rather than Division 1 of the North Central Texas document. ' � 8. Bidders shall not separate, detach or remove any portion, segment or sheets from the contract documents at any time. Failure to bid or fully _ execute contract without retaining contract documents intact may be grounds for designating bids as "non-responsive" and rejecting bids or � voiding contract as appropriate and as determined by the Director of the Transportation and Public Works• Department. � � L� � LrJ � � � L�1 �� L�J 9. The Contractor shall be responsible for defects in this project due to faulty materials and workmanship, or both, for a period of one (1) year from date of final acceptance of this project by the City of Fort Worth and will be required to replace at his expense any part or all of the project which becomes defective due to these causes. 10. Construction stakes for line and grade will be provided by the City as Outlined on P-17, Standard Specifications �for Construction, City of Fort Worth. 11. TRAFFIC CONTROL: The Contractor shall be responsible for providing traffic control during the construction of this project consistent with the provisions set forth in the "Latest Edition Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways", codified as Article 6701d Vernon's Civil Statues, pertinent sections being Section Nos. 27, 29, 30 and 31. The Contractor will not remove any regulatory sign, instructional sign, street name sign, or other sign which has been erected by the City. If it is determined that a sign must be removed to permit required construction, the Contractor shall contact the Transportation and Public Works Depart- ment, Signs and Markings Division (phone number 871-8075), to remove the s�gn. In the case of regulatory signs, the Contractor must replace the p�rmanent sign with a temporary sign meeting the requirements of the above r�eferenced manual and such temporary sign must be installed prior to the r�emoval of the permanent sign. If the temporary sign is not installed clorrectly or if it does not meet the required specifications, the ��ermanent sign shall be left in place until the temporary sign I � SP-3 I � . I I I � � ,�� l�J � � LJ � � i+u' l!! �' u �� LJ r'_'.I � requirements are met. When construction work is completed to the extent that the permanent sign can be re-installed, the Contractor shall� again contact the Signs and Markings Division to re-install the permanent sign and shall leave his temporary sign in place until such re-installation is completed. The Contractor shall limit his work within one continuous lane of traffic at a time to minimize interruption to the flow of traffic. 12. PAYMENT: The retainage) from remaining amount of the project. Contractor will receive bi-weekly payment (minus 5g the City for all work for each pay period. Payment of the shall be made with the final payment, and upon acceptance 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 information or material, if any, which is to be furnished by the City. When such extra compensation is claimed a written statement thereof shall be presented by the Contractor to the Engineer and if by him found correct shall be approved and referred by him to the Council for final approval or disapproval; and the action thereon by-the Council shall be final and binding. If delay is caused by specific orders given by the_Engineers to stop work, or by the performance of extra work, or. by the failure of the City to provide material or necessary instructions for carrying on the work, then such delay will entitle the Contractor to an equivalent extension of time, his application for which shall, however, be subject to the approval of the City and no such extension of time shall release the Contractor or the surety on his performance bond from all his obligations hereunder which shall remain in full force until the discharge of the contract. � 14. DETOURS AND BARRICADES: The Contractor shall prosecute his work in such a manner as to create a minimum of interruption to traffic and pedestrian facilities and to the flow of vehicular and' pedestrian traffic within the project area. Contractor shall protect construction, as required by Engineer, by providing barricades. � Barricades, warning and detour signs shall conform to the Standard Specifications "Barriers and Warning and/or Detour Signs", Item 524, and/or as shown on the plans. Construction signing and barricades shall conform with the latest edition of the "Texas Manual on Uniform Traffic Control Devices, Vol. No. 1". 15. DISPOSAL OF SPOIL/FILL MATERIAL: Prior to the disposing of any spoil/fill material, the contractor shall advise the Director of the Department of Engineering acting as the City of Fort Worth's Flood Plain Administrator ("Administrator"), of the location of all sites where the contractor intends to dispose of such material. Contractor shall not dispose of such material until the proposed sites have been determined by the Administra- SP-4 � � � � �. lrJ � L*J �`1 ! �J LJ ��I' �*J � LI � l�'J LRJ � � tor to meet the requirements of the Flood Plain Ordinance of the City of Fort Worth (Ordinance No. 10056). All disposal sites must be approved by the Administrator to ensure the filling is not occurring within a flood plain without a permit. .A flood plain permit can be issued upon approval of necessary engineering studies. No fill permit is required if disposal sites are not in a flood plain. Approval of the contractors disposal sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain Fill Permit authorizing fill within the flood plain. Any expenses associated with obtaining the fill permit, including any necessary engineering studies, shall be at contractors expense. In the event that the contractor disposes of spoil/fill material at a site without a fill permit or a letter from the administrator approving the disposal site, upon notification by the Director of the Department of Engineering, Contractor shall remove the spoil/fill material at its expense and dispose of such materials in accordance with tt�e�Ordinance of the City and this section. 15. During the construction of this project, the Contractor shall comply with present zoning requirements of the City of Fort Worth in the use of vacant property for storage purposes. 16. QUALITY CONTROL TESTING: (a) The con�ractor shall furnish, at its own expense, certifications by a private•laboratory for all materials proposed to be used on the project, including a"mix design for any.asphaltic and/or Portland cement concrete to be used and gradation analysis for sand and crushed stane to be used along with the-name of the pit from which the mater�a� �as taken. The contractor shall provide manufacturer's certifications for all manufactured items to be used in the project and will bear any expense related thereto. (b) Tests of the design concrete mix shall be made by the contractor's laboratory at least nine days prior to the placing of concrete using the same aggregate, cement�and mortar which are to be used later in the concrete. The contractor shall provide a certified copy of the test results to the City. (c) Quality control testing of in situ material on this project will be performed by the City at its pwn expense. Any re-testing required as a result of failure of the material to meet project specifications will be at the expense of the contractor and will be billed at commercial rates as determined by the City. The failure of the City to make any tests of materials shall in no.way relieve the contractor of its responsibility to furnish materials and equipment conforming to the requirements of the contract. (d) Not less than 24 hours notice shall be provided to the City by the contractor for operations requiring testing. The contractor shall provide access and trench safety system (if required) for the site to be tested and any work effort involved is deemed to be included in the unit price for the item being tested. (e) The contractor shall provide a copy of the trip ticket for each load of fill material delivered to the job site. The ticket shall specify the name of the pit supplying the fill material. SP-5 � �'i � I� � � 18. Final cleanup work shall be done for this project as soon as the work has been completed. No more than seven days shall elapse after completion of construction before the roadway and right-of-way is cleaned up to the satisfaction of the Engineer. 19. PROPERTY ACCESS: Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer. 20. CONSTRUCTION SCHEDULE: It shall be the responsibility of the Contractor � to furnish the Construction Engineer, prior to construction, a schedule outlining the antici�ated time each phase of construction will begiri and be completed, including sufficient time being allowed for cleanup. � � � � � � � � L�' LiJ L". LJ 21. SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES: The following procedures will be followed regarding the subject item on this contract: - (1) A warning sign not less than five inches by seven inches, painted yellow with black letters that are legible at twelve •feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus. The warning sign shall read as follows: "WARNING --UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF . HI�H VOLTAGE LINES." (2) Equipment that may be operated within ten feet of high voltage lines shall have an insulating cage-type of guard about the boom or arm, except back hoes or dippers, and insulator links on the lift hood connections. (3) When neces'sary to work within six feet of high voltage electric lines, notification shall be given the power company (TU Electric Service Co.) which will erect temporary mechanical barriers, de- energize the line, or raise or lower the line. The work done by the power company shall not be at the expense of the City of Fort Worth. The notifying department shall maintain an accurate log of all such calls to TU Electric Service Company, and shall record action taken in each case. . (4) (5) The Contractor is required to make arrangements with the TU Electric Service Company for the temporary relocation or raising of high voltage lines at the Contractor's sole cost and expense. No person shall work within six feet of a high voltage line without protection having been taken as outlined in Paragraph (3). SP-6 I�l L�J L�J lil, �I' I�I � 22. RIGHT TO AUDIT: (a) Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this contract, have access to and the right to examine any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this contract. Contractor agrees that the City shall have access during normal working hours to all necessary Contractor facilities and conduct audits in compliance with the provisions of this section. The City shall give contractor reasonable advance notice of intended audits. � (b) Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under the subcontract, have access to and the right to examine any � directly pertinent books, documents, papers, and records of such subcontractor, involving transactions to the subcontract, and further, that City sharl have access during normal working hours to all appropriate � work space, in order to conduct audits in- compli.ance with the provisions of this article. City.shall give subcontractor reasonahle advance notice of intended audits. � � � '!J � �I� �■.I Lti C� � CONSTRUCTION NON-PAY ITEM NO. 1- SPRINKLING 'FOR DUST CONTROL: All applicable ��Sprinkling for will be made for contract. provisions of Standard Specifications Item No. 200, Dust Control" shall apply. However, no direct payment this item and it shall be considered incidental to this Pay Item N0. 1- UTILITY ADJUSTMENT: This item is included for the basic purpose of establishing a contract price which will be comparable to the final cost of making necessary adjustments required due to street improvements to water, sanitary sewer, and natural gas service lines and appurtenances where such service lines and appurtenances are the property owner's responsibility to maintain. An arbitrary figure has been placed in the Proposal; however, this does not guarantee any payment for utility adjustments, neither does it confine utility adjustments to the amount shown in the Proposal. It shall be the Contractor's responsibility to provide the services of a licensed plumber to make the utility adjustments determined necessary by tlie Engineer. No payment will be made for utility adjustments except those adjustments determined necessary by the Engineer. Should the contractor damage service lines due to his negligence, where such lines would not have required adjustment or repair otherwise, the lines shall be repaired and SP-7 LJ � � � L, adjusted by the contractor at the contractor's expense. The payment to the Contractor for utility adjustments shall be the actual cost of the adjustments plus ten percent (l00) to cover the cost of bond and overhead incurred by the contractor in handling the utility adjustments. PAY ITEM NO. 2- PROJECT DESIGNATION SIGN: The Contractor shall construct and install two (2) Project Designation � Signs and it will be the responsibility of the Contractor to maintain the signs in a presentable condition at all times on each project under construction. Maintenance will include painting and repairs as directed by the Engineer. l�ll LJ l"J l!J � � l�J I �J l�J � LJ � � It will be the responsibility of the Contractor to have the individual project signs lettered and painted in accordance with the enclosed detail. The quality of the paint, painting, and lettering on the signs shall be approved by the Engineer. The height and arrangement of the lettering shall be in accordance with the enclosed detail. The sign shall be constructed of 3/4" fir�plywood, grade A-C (exterior) or better. These signs shall be installed on barricades or as directed by the Engineer, and in place at the project site upon commencement of construc- tion. • ' The work, which includes the painting of the signs, installing and removing the signs, furnishing the materials, supports and connections to the support, and maintenance shall be to the satisfaction of the Engineer. The unit price pre bid per each will be full compensation for all labor, material, equipment, tools, and incidentals necessary to complete the work. PAY ITEM NO. 3- REMOVAL AND REPLACEMENT OF 7" REINFORCED CONCRETE PAVEMENT: This item shall include the removal of existing concrete/asphalt pavement, curb and gutters and placement of 7" reinforced concrete pavement at locations as designated by the engineer. The existing pavement shall be sawed full depth. Tie bars (#4x30") shall be placed as shown on the enclosed detail. Silicone joint sealant per the attached specification shall be provided and installed. For specifications governing this item see Item No. 104 "Removing Old Concrete: and Item No. 314 "Concrete pavement". Removal of existing concrete/asphalt pavement, curb and gutter and SP-8 �� L�J � u u LI placement of any asphalt tie in (Transition) shall be subsidiary to this Pay Item. The concrete shall be desi�gned to include a minimum of 6 sacks of Type I, or Type III cement. The maximum water cement ration shall not exceed 5:5 gallons per sack. A Type A water-reducing admixture and a Type C non- Chloride set-accelerating admixture may be used with minimum 5.5 sacks of Type I or Type III cement to achieve the earliest possible concrete- setting times. The use of a set-retarding admixture will not be permitted. The concrete will be designed to achieve a minimum compressive strength of 3000 pounds per square inch in 48 hours. Slump shall not exceed 3 inches. � An entrained air content of three (3) to six (6)•percent, as directed by the Engineer, shall be provided. The fine aggregate shall have fineness modules of 2.60 to 2.80. Al1 admixtures used shall conform to the D requirements of Item No. 314, except that the Type C set-accelerating admixture may require addition at the job site when the temperature of the concrete is above 55�F. either transit-mix or central-mix concrete will Q � be permitted. It the concrete fails to reach the required 48-hour strength, the Engineer may direct that •the coricrete be redesigned as necessary to meet these requirements. I�*J � CI � � l�J � Concrete pavement may be opened to traffic as long as the minimum compressive strength requirement of 3000 pounds per square inch has been met. The contractor, at its own expense, shall furnish certifications by.a private materials testing laboratory for all materials, including concrete design mixes, to be used on the project. The City, at its own expense, may test materials, including concrete, at the job site. Any re-testing of materials required as a result of the failure of materials to meet the contract specifications will be at the Contractor's expense, and will be billed to the Contractor by the City at commercial rates as determined by the City. The Unit Price bid per square yard shall be full compensation for all labor, materials, equipment, supplies, and incidentals necessary to complete the removal and replacement of pavement as shown on the enclosed details. PAY ITEM NO. 4- REMOVAL AND REPLACEMENT OF 7" INTEGRAL CONCRETE CURB: This item shall include the removal of existing curb or curb and gutter as � an applicable and replacement of curb at locations as designated by the Engineer. See Item No. 104 "Removing Old Concrete" and item No. 502 "Concrete Curb and Gutter". � � SP-9 C� � � � [�JI �'I l�l Replacement of curb and gutter within the limits of wheelchair ramps will be subsidiary to wheelchair ramps. The unit price bid per linear foot shall be full payment for all labor, materials, equipment, removal and replacement of curb, and all incidentals necessary to complete the work. PAY ITEM N0. 5- 3"�HMAC BASE: This item shall include the furni.shing and placing of 3" HMAX base over the existing undisturbed stabilized sub-grade as directed by the Engineer. See specification item No. 312 "Hot-Mix Asphaitic Concrete", and Item No. 204 "Sub-grade Preparation" for specification governing this item. � Contractor may substitute 9" Reinforced Concrete Pavement in lieu of proposed 7" Concrete Pavement and 3" HMAC base at no additional cost. If the contractor elected to use the 9" reinforced concrete pavement, compensation will be.the sum of Pay Item No. 3"7" reinforced concrete � pavement" and Pay Item No. 5"3" H.M.A.C. Base". For specifications governing this item see item 314 "Concrete Pavement". � L�J L�J � LJ L�J � � � �' The unit price bid per square yard shall be full payment for all labor, materials, equipment, supplies, and incidentals necessary to complete the work. • PAY ITEM N0. 6- SILICONE JOINT SEALING: This item shall include providing and 'installing joint sealing per attached details and specification for silicone joint sealing. The unit price bid per linear feet labor, material, equipment, supplies, the work. (L.F.) shall be full payment for all and incidental necessary to complete PAY ITEM N0. 7- MANHOLE ADJUSTMENT: This item shall include adjusting the tops of existing manhole to match proposed grade as shown on the plans, in the detail at the back of this document or as directed by the Engineer. Standard Specification Item Nos. 450 "Adjusting Manholes and Inlets" and 406 "Concrete for Structures" shall apply except as herein modified. Included as part of this pay item shall be the application of a cold-applied pre-formed flexible butyl rubber or plastic sealing compound for sealing interior and/or exterior joints on concrete manhole sections, as per current City Water Department Special Conditions. Prior to beginninq of work, the Contractor shall make an inventory of the condition of existing manholes. The Engineer will field verify this inventory and provide the Contractor replacements for broken manhole SP-10 � � � � LJ � l'�1 lwJ C � LJ u LJ � u L*�J � � � l�l covers. The contractor shall replace the manhole covers which are damaged during construction at no cost to the City. The unit price pre bid per each will be full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work. PAY ITEM N0. 8- WATER VALVE BOXES ADJUSTMENT: Contractor will be responsible for adjusting water valve boxes to match new pavement grade. The water valves themselves will be adjusted by City of Fort Worth Water Department forces. Prior to beginning of work, the Contractor shall make an inventory of'the condition of existing water valve boxes. The Engineer will field verify this inventory and provide �the Contractor replacements for broken valve boxes. The contractor shall replace the valve boxes which are damaged during construction at no cost to the City. . The concrete shall be desiqned to achieve a minimum compressive strength of 3000 pounds per square inch. Work shall be completed and street open to traffic within seven (7) calendar days. - If the contractor fails to complete the work within seven (7) calendar days, a$100 dollar liquidated damage will be assessed per each water valve box per day. The unit price pre bid per each will be full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work. • PAY ITEM NO. 9- REMOVAL AND REPLACEMENT OF 6" CONCRETE DRIVEWAYS: This item shall include the removal and replacement of existing concrete driveways, due to deterioration or in situations where curb and gutter is replaced to adjust grades to eliminate ponding water with same day haul- off of the removed material to a suitable dump site. For specifications governing this item see Item No. 104 "Removing Old Concrete", Item No. 504" Concrete Sidewalk and Driveways". Pay limits for concrete driveway are as shown in Drawing No. S-S5 of the Standard Specifications. The unit price bid per square yard shall be full compensation for all labor, material, equipment, supplies, and incidentals necessary to complete the work. PAY ITEM N0. 10 - REMOVAL AND REPLACEMENT OF 4" CONCRETE SIDEWALK: This item shall include the removal and replacement of existing concrete sidewalk due to failure or in situation where curb and gutter is replaced to adjust grades to eliminate ponding water with same day haul-off of the removed material to a suitable dump site. For specifications governing SP-11 � � E�J � � L � �' ��, L�J � O L�J � this item see Item No. 104 "Removing Old Concrete", and Item No. 504 "Concrete Sidewalk and Driveways". The unit price bid per square yard shall be full compensation for all labor, material, equipment, supplies, and incidentals necessary to complete the removal and replacement work. PAY ITEM NO. 11 - 6" PERFORATED PIPE SUBDRAIN: This item shall consist of furnishing and installing 6" perforated subdrain and filter material all as shown on the enclosed details, or as directed by the Engineer. All applicable provision of standard Specifications Item 500 "SUBDRAINS" shall apply except as herein modified. The pipe material shall be poly vinyl chloride (PVC) with the standard dimensional ration of 35 (SDR35) and meet the ASTM D 1784. Filter fabric shall have the capabilit� of passing ground water without transporting the soil placed around the filter fabric. The fabric shall be constructed exclusively of synthetic thermoplastic fibers and may be either woven or nonwoven to form a inat of uniform quality. Fabric fibers may be either continuous or discontinuous and oriented in either a random or a.aligned pattern throughout the fabric. The fabric shall be mildew resistant, rot proof, shall be satisfactory for use in a wet soil and aggregate environment, contain ultraviolet stabilizers and have nonravelling edges. The fabric shall meet the following requirements when sampled and tested ` in accordance with'the methods indicated. � ' Test Original PYiysical Properties Method Fabric weight, on an ambient SDHPT Test Method temperature air-dried tension Tex-616-J free sample, expressed in "Testing of Construc- oz/sq. yd. tion Fibers" - Water flow rate by falling � head method, 7.9 inches (20 cm) to 3.9 inches (10 cm) on 2 inch ID cylinder with 1 a inch diameter orifice, with flow rate expressed in gal/sq. ft/minute. L�J r�l l I t_ � � Breaking load in either machine or cross-machine direction, expressed in pounds. Tex-616-J ASTM Designation: D 1682 grab method G as modified by Tex- -616-J SP-12 Requirements 4.0 minimum for under drains and Slope Stabilization, 6.0 minimum for Gabions Revetment 80 minimum 100 minimum � �LlJ � Equivalent opening size (US Standard sieve no.) CW-02215, US Army 70 to 100 L"_"J 1!I � � �� Corps of Engineers, Civil Works Construction Guide Specification. "Plastic Filter Fabric", November, 1977. "Apparent elongation" at ASTM Designation: 100 maximum breaking load in either D 1682 grab method G machine or cross-machine as modified by Tex direction, expressed as -616-J percent. The "Filter Fabric" shall be installed in accordance with the manufacturer's recommendations, as indicated or as directed by � the Engineer. When lapping is required, it shall be in accordance with the manufacturer's recommendations. Backfilling around the Filter Fabric shall be done in such a way as not to damage the Filter Fabric material during the placement. The unit price bid per L.F. shall be full compensation for all labor, materials, equipments, tools, and incidentals necessary to complete 'the. work. _ PAY ITEM N0. 12 - GRADED CRUSHED STONES: � This item shall be used to repair the failed base material in areas exceed 10" deep as directed by the Engineer. The.material shall be graded crushed s�ones. � � � � For specifications governing-this item see Item No. 208 "Flexible Base". The unit price bid per cubic yard shall be full compensation for all � materials, labor, equipment and incidentals necessary to complete the - work. . � L"J � L�J LJ � � END OF SECTION SP-13 � a a I� 1. 5COPE �� t!J L�J LE] L.� 3.1 � The silicone joint sealant shall meet Federal Specificatiions TT-S-001543A for Class A sealants except as modified by the test requirements for the Class I, Class II and Clasa III silicone joint sealants of this apecification. Before the installation of the joint sealants, the Contractoz ahall furnish the Engineer certification by an independent � testing laboratr�ry that the silicone jointi sealants meet 'these re'quirements. . 3.2 The manufacturer of the silicone joint sealant shall have a minichum two-year demonatrated, documented succeseful field performance with Portland Cement Concrete pavement silicone joint sealant systems. ' Verifiable documentation shall be submitted to the Engineer. Acetic acid cure sealants ahall not be accepted. The ailicone sealant ahall be cold applied. � 3.3 Class II: Self-Leveling Silicone Joint Sealant � Class II low-modulus self-leveling silicone joint sealant shall be used � ,for sealing Portland Cement Concrete pavement "dummy" joints, construction jointa, and expanaion joints. � L'!J u l�l SILICONE JOINT SEALING FOR CONCRETE PAVEMENT,: CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS DEPARTMENT SPECIFICATION for SILICONE JOINT SEALING (Revision 2, December 1992) This specification for silicone joint sealfng Portland Cement Cancrete pavement and curbs shall supersede Item 314.2. (11) "Joint Sealing Materials" of STArIDARD 5PECIFICATIONS FOR STREET A13D STORM DRAIN CONSTRUCTION - CITY OF FORT WORTH, and Item 2.2.10 "Joint Sealing" of STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION -- NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS. 2. DESCRIPTION �- r. This specification for silicone joint sealing shall apply to, but limited to, all Portland Cement Concrete street pay.ement and curbs. shall not be 3. MATERIALS The joint sealant shall be Dow Corning 888-SL self-leveling silicone joint sealant as manufactured by Dow Corning Corporation, Midland, MI 48686-0994, or Crafco Roadsaver Silicone SL Sealant No. 34903 •ae manufactured by Crafco Corporation, Chandler, AZ 85226, or an approved equal. - Table II: Self-Leveling Silicone Joint Sealant �� l°'1 l�l � � Teat Method Test AS SUPPLIED .,. Non Volatile Content, � min. MIL-S-8802 Extrusion Rate, gramsjminute ASTM D 1475 Specific Gravity . .,, Skin-Over Time, minutes max. ,,, Cure Time, days .,, Full Adhesion, days A5 CURED - AFTER 21 DAYS AT 25C (77F) AND 50S RH ASTM D 412, ASTM D 412, ASTM C 719 ASTM D 3583 {Sect. 14 ASTM D 793 Requirement 93 to 95 100 to 600 1.290 to 1.390 60 14 to 21 14 to 21 Die C Elongation, $ min. 1300 Die C Modulue @ 150$ Elongation, psi 13 to 30 Movement, 10 cyclea @+ 100/-50$ No Failure Adhesion to Concrete, � Elongation min. 550 Mod.) Accelerated Weathering, @ 5,000 hrs. No Bond Loss L- f The joint filler stop shall be of a closed cell expanded polyethylene foam backer rod and polyethylene bond breaker tape of sufficient s'ize to provide a tight seal. The back rod and breaker tape shall be installed in the saw-cut joint to prevent the joint sealant from flowing to the bottom of the joint. The backer rod and breaker tape shall be compatible with the silicone joint sealant and no bond or reaction shall occur between them. Reference is made to the "Construction Detail"�sheet for the various joint details with their respective dimensions. � 3.4 n � 1:'J `� � L�J L'!" � � � � u 4. TIME OF APPLICATION On' newly constructed Portland Cement Concr�te�pavement, the joints shall be initially saw cut to the required depth with the proper'joint'spacing as shown on the�"Construction Detail" sheet or as directed by the Engineer within 12 hours of the pavement placement. (Note that for the "dummy" joints, the initial 1/4 inch width "green" sawcut and the "reservoir" saw cut are identical and should be gart of the same saw cutting operation. Immediately after the saw cutting pressure water washing ahall be applied to flush the concrete alurry from the freahly saw cut joints.) The pavement shall be allowed to cure for a minimum of seven (7) days. Then�the saw cuts for the joint sealant reservoir shall be made, the joint cleaned, and the joint sealant installed. During the application of the joint sealant, the weather ehall not be inclement and the temperature shall be 40F (4C) and rising. 5. EQUIPMENT 5.1 All necessary equipment ehall be furnished by tihe Contractor. The Contractor shall keep his equipment in a satisfactory working condition and shall be inspected by the Engineer prior to the beginning of the work. The minimum requirements for construction equipment shall be as follows. 5.2 5.3 Concrete Saw: The sawing equipment shall be adequate in size and power to complete the joint sawing to the required dimensions. High Pressure Water Pump: The hiqh pressure cold water pumping system shall be capable of delivering a sufficient pressure and volume of water 2 L;� � � � to thoroughly flush the concrete slurry from the saw-cut joint. 5.4 Air Compreseors: The delivered compressed air shall have a preesure in excesa of 90 psi and 120 cfm. There ahall be suitable traps for the removal of all free water and oil from the compzesaed air. The blow-tube shall fit into the eaw-cut joint. 5.5 �' 5.6 a 5.7 � �� 1� LJ �i� Extrusion Pump: The output ehall be capable of supplying a sufficient volume of sealant to the joint. Injection tool: This mechanical device ehall apply the sealant uniformly into the joint. • Sandbla$ter: The deaign shall be for commercial use with air compressora as specified in Paragraph 5.4. 5.8� Sacker Rod Roller and Tooling Instrument: These devices shall be clean and free of contamination. They shall be compatible with the joint depth and width requirements. �� 6. CONSTRUCTION METHODS 6.1 General: The joi�nt reservoir �saw cutting, cleaning, bond breaker installation, and joint sealant placement shall be performed in a continuous sequence of operations. 6.2 Sawing Joints: The joints shall be saw-cut to the width and depth as shown on the "Construction Detail" sheet. The faces of the joints shall be ' uniform in width and depth alang the full length of the joint. 5.3 'Cleaning Joints: Immediately after sawing, the resulting concrete 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 electa to saw the joint by the dry method, flushing the joint with high pressure water may be deleted. The dust resulting from the sawing shall be removed from the jofnt by uaing compressed air. � �l L�J After complete drying, the joints shall be sandblasted. The nozxle shall be attached to a mechanical aiming device so that the sand blast will be directed 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 sandblasted in separate, one directional passes. Upon the termination of the sandblasting, the joints shall be blown-out usinq compressed air. The blow tube shall fit into the joints. �j The blown joint ahall be checked for residual dust or other contamination. �] If any dust or contamination is found, the sandblasting and blowing shall � be repeated until the joint is cleaned. Solvents will not be permitted to remove stains and contamination. � L�J Immediately upon cleaning, the bond breaker and sealant shall be placed in the joint. Open, cleaned joints shall not be left unsealed overnight. � � d� ��J � � � l�l L1 � L�J l�� L*'J � l�J C�J � �' Bond Breaker Rod and Tape: The bond breaker rod and tape shall be inetalled in the cleaned joint prior to the application of the joint sealant in a manner that will produce the required dimensions. 6.5 Joint Sealant: Upon placement of the bond breaker rod and tape, the joint sealant shall be applied using the mechanical injection tool. The joint sealant application shall not be permitted when the air and pavement � temperature is less than 40F (4C). Joints ahall not be sealed unless they are clean and dry. The sealant surface ahall be tooled {if a non-self-leveling silicone joint sealant is used) to produce a alight concave su•rface approximately one-quarter inch. (1/4") below the pavement surface. The tooling ahall be accomplished before a akin forms on the surface of the sealant. The use of soap or oil as an aid in tooling shall not be allowed. Unsatiafactorily sealed joints shall be refilled. Exceas 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 final condition. y Traffic ahall not be allowed. on the fresh sealant until it becomes tack-free. Approval of Joints: A representative of the sealant manufacturer shall be present at the job site at the beginning of the final cleaning and sealing of the joints. He shall demonetrate 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. WAitRANTY The Contiractor shall provide the Engineer a manufacturer's wr�itten guarantee on a]:1 j�int sealing materials. The manufacturer shall agree to provide any replacement material free of charge to the City. Also, the Contractor shall provide the Engineer a written warranty on all sealed joints. The Contractor shall agree to replace any failed jointe at no cost to the City. Both warranties shall be for two years after final acceptance of the completed work by the Engineer. 8. METHOD OF MEASUREMENT The silicone joint aealing will be measured as the number of linear feet (L.F.) of satisfactorily completed joint sealing. 9. BASZS OF PAYMENT Payment will be made at the Contract Bid Item unit price• bid per linear foot (L.F.) as provided in "MEASUREMENT" for "SILICONE JOINT SEALING", which price of shall be full compensation for furnishing all materials and for all preparation, delivery, and application of those sealing materials and for all labor, equipment, tools and incidentals necessary to complete the silicone joint sealing in conformity with the plane and these specifications. END OF SECTION 0 �� .._�,�..,,,,. � � a THE STATE OF TEXAS COUNTY OF TARRANT PAYMENT BOND BOND NO: AE6152706 n KNOW ALL MEN BY THESES PRESENTS: That we, Alshall Construction Comoanv a �,�,1 corporation of Dallas County, Texas , hereinafter called Principal and (3) Gn�f Insurance Company � , a corporation organized and existing under the laws of the State and fully authorized to transact business in the State of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called 0 Owner, and unto all persons, firms, and corporations who may furnish materials for, or perform labor upon, the building or improvements hereinafter referred to in the penal sum of: � One Million Dollars & No Cents $1,000,000.00 lawful money of the United States, to be paid in Fort Worth, Tanant County, Texas, for � the payment of which sum well and truly be made, we bind ourselves, our heirs, executors, administrators and successors jointly and severally, firmly by these presents. O THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner dated the 4th day of January , 2000, a copy of which is hereto attached and made a part hereof, for the construction of I'.� I� �� 1 U � � CONCRETE RESTORATION 2000-1 AT VARIOUS LOCATIONS designated as Project Number GS93-020930532070 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 refened to as the "works". NOW, THEREFORE, the condition of the obligation is such that, if the Principal shall promptly make payment to all claimants as defined in Article 5160 of the Revised Civil Statutes of Texas, supplying labor and materials in the prosecution of tlie work provided for in said Contract, then this obligation shall be null and void, otherwise it shall remain in full force and effect. THIS_BOND IS MADE AND ENTERED into solely for the protection of all claimants supplying labor and material in the prosecution of the work provided for in said Contract, as claimants are defined in said Article 5160, and all such claimants shal! have a direct right of action under the bond as provided in Artic(e 5160 of the Revised Civil Statutes. PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in � Tarrant County, State of Texas, and that the said Surety, for value received, hereby stipulates and agrees that no change extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder or the specification accompanying the same shall in any wise affect its obligations O on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or the specifications. i� I� PROVIDED FURTHER, that no final settlement between the Owner and the Contractor shall A:15PAYBOND.FRM _�r� . O � O D � � � _ � O � a D � ' � a � 0 a 0 abridge the right of any beneficiary hereunder whose claim shall be unsatisfied. IN WITNESSETH WHEREOF, this instrument is executed in 6 counterparts, each one of which shall be deemed an original, this the 4th day of January . 2000. A1sha11 Construction Company Principal (4) ATTEST: � �`'� �� BY: �2�� 1-J �.�z.�I (Principal) Secretary �A f� i c� ��-1s� S N�-�i / PR.c� S i ��-T1'[ (Printed Name/Title) (SEAL) �T20 Skillman St., Ste. 201 ADDRESS 1201 Kas Dr., Ste. B (Address) ATTEST: C�� i,��-�' (Surety)�ecretary Da11as, TX 75243 CITY/STATE/ZIP Gu1f Insurance Company (Surety) By: (Attorney-in-Fact) (5) (SEA.L) ' ICC,�� 9�Cn O �i/ � Witness as to Sl�rety Debbie Smith (Printed Attorney-in-Fact) Note: Date oJ Bond musl no! be prior to date oj Contract (IJ Correct name of Contractor (2J A Corporatron, a Partnership or and /ndivrdual, as case may be (3) Correct Name of Surery (4) /f Con[ractor is Partnership a!! Partners should execure bond S.� ��1�- I�i =1„ ��Si �1!=- 6��== _� � � � � _�;ti 1i4� 'yr `'-a,� tiii ,�� GULF INSURANCE COrVIPANY BOND ,�� _ � _� �� sT. �ouis, nnissouRi � NunnBER AE 615 2 7 0 6 :.'. �„ �.� ,;-_ ,.., POWEROFATTORNEY � NAME, ADDRESS �' ��'� 1`1 �:� � , �ORIGINALS OF THIS POWER OF ATTORNF'.Y ARE PRINTEU ON BLUE pRINCIPAL: CITY, STATE. Z9P �y� SAFETY PAPF,R WITH TEAI, INK. DUPLICATES SHALL HAYE THE (�I =-•'�' SAME FORCE AND F,FEECT AS AN ORIGINAL ONLY WHF,N ISSUED IN CONJUNCTION WITH 1'HF'. ORIGINAL. Alshall Construction Company �� KNOWN ALL MEN BY THESE PRESENTS: That the Gult` Insurance Com- t'� "" pany; a corporation duly organi7ed under the iaws �f�the State of Missouri, having itti 9220 Sklllman 5tCeet Sulte 201 Dallas TX 75243 �� p r i n c i p al o f f i c e i n t h e c i ry o f I r v i n g, T e x a s, p u r s u a n t t o t h e f o l l o w i n g r e n o l u t i o n, > > > �' �' � adopted by fhe Finance & ExecuCive Gom�h�itCee of the Board of [)ireccon of the said 1'yy ,�.f � Company on the IOth day of August, 1993, to wit: ' ; "RESOLVED, that the President, Executive Vice Prenident or any Senior Vice �)! ;; Presiden[ of the Company shall have authority ro make, execut�. md deliver 1 Power �_ �'', �of Attorney constiluting ae Attorney-in Fact, such persons, firms or c.orporations as � -._ �„ �= (�" �� may be selected from time to time; and any such Attorney in Fact inay be remrned / "' �- �� ti; a n d I h e a u t h o r i ty g r a n t e, d hi m r e v o k e d b y t h e P r e s u l e n l, o r a n y � x e c u t i v e V i c e � E F F E� 7 I V E D ATE i�t--��' -. President> or any Senior Vice President, or hy the Board of Directors or by the 1"�� i Finance and Executive Committee ot' the Board of Directors. � � `- RESOLVED, that n�xhing in this Power of Attomey yhall he constnuCd as � grant ,of authority to the attorney(s) in fuct ro sign, executa, acknuwiedge, deli ��er or oth- �f� CONTRACT AMOUNT 1) erwise issue a policy or pol�ci�ti of in5uranc.� on behalf c>f Gult Imurance Company. = RF,S(�LVED, that the vgn�uure of the President, Executive Vice Presi�lent or any Senior Vice President nncl thc Seal oF the Company may be atlixed tc� tuiy such �� nnn onn,(IQ �� 'Power of Attorney or ;u�y cerhticate relaUng thereto by facsi�nile, and anv such � A � • � - powers so executed and certified by facsimile signature and facsi�nile sexl sliall be /� BOND AMOUNT I'_ __� .i'i , � valid and bi�ding upon the Company in d�e futuie with respect tu any l�un�l and _ 11 documents relating to such bonds to which [hey �re,attached" � y+� � � Gulf Insurunce Company doe� hereb�� make, coii.vtitutt :in�l ��x�inl _____�.�QQQ�Q(�.DQ �� Roger Bales, Todd Jackson, David Morgan, Debbie Smith, Michael B. Smith �� _' yy , -i;� 1�?;��; 1 1 � ; 11 ��1 )1) 1' ` _. � t � I , jli ,i I I ' i 1 , � �; _ � � � �� . } I J�� , ii i i1' 1S� � ,, ��_',. il,== 1, -, Ili{ i i-.�, 1" i 1�,11 - 1'; }- � �, 111 = 1 i�1 ti=" Ii = . - �� - � i• �l ' ��) ,I� --il• ��1..' 1�� 1 � � �;� � - �i . i 1 �� )� " �� I i��). ''i�� i7� :.)� �'�_ �� -:-��1) ��; 1�;� ,}� �;��1` y,�:: y'� -. � l;; ��-�� t11 1`'� = 1� ��, i_�- n��=� ;i� `!'' " I��-ii1 t�) ( 1�1 � 1;�:�- : �1� )'�� ) `" 11 �1, �'! '� �' l� 'jt, . 1� `:l� i�j 1 � -' � -lil 1'=' : -�.1 �� I. � ��i 'i�)�'� �J �� i�ll -'�� ' �I;: ili._ its true and lawful attorney(sj-in-fact, with full power and authority hereby conferred in its name, place and stead, fo sign, execute, acknowledge and deliver in its ��4 ' 1�, behslf, as surety, any and ail bonds and widertaki»gs of suretyship, and ti� bind Gulf Insurance Company thereby as fully and to the same extent as rf� any bonds, under- � ll"-' 1) = takin�s and documents relating to such bonds and/or undertakings were signeal by, the duly authorizeJ officer of the Gulf Insurunce Company and all the acts of said ' y��) �' y� attorney(s)-in-fact, pursuunt to the authority herein �iven. �ire hcreby ratified and confirmed. �'1= 11!`- _ The obligation of the Company shall not exceed eme million (I,000,000) doll�rs. :1li( =� 1� IN WI1'NE5S WHERF.OF, the Gulf Tnsurance Company,has caused these present�s to be signed b,y any ofticer of the Company and its Corporate Seal to � 1-j.t, � � � 4± ' be hereto affixed. _ i uPANC f } ,' I •: ;, � � � i! � .�as �po� co� GULF W5URANCE COMPANY �� .��i � �� ,� � )1 - - �1 -� l - :;) Ia �� - •}i .Qi 00 qTi� '° . ►!,. �-,�! = i,� ;�; �,,�.:: 7', ;1` - � SEAL ` �1S l+= : �� -� :� � � � � ',':1 ;4)=� . . � � � � 1'! -i�.1 �� •'li , . � �� ' � � � '�'isso�P` � )�1��- „j_- . ,I+ = �,17 -��, 'STATE OF NEW YORK ) Christopher E. Watson �'� � �_= COUNTY OF KINUS ) SS President �� (� ��i , i � � � t. � = On the 27th day of October, 1999 A.D., before me came Christopher E. Watson, known to me personally who bcing by me duly sworn, did depose and I��- �' " s8y; thet he resides in the County of Westchester, State of New York; that he is thePresident cif the Gulf Insurance Compan,y, the corporation described in y�l�) �-)) and which executed the ahove instrument; that he knows the seal of said corPoration; that the seal affixed to the said instrwnents is such corporate seal; ,�.= ��y� that it was so affxed by order of [he Board of Directurs of said corporation and that he signed his name, thereto by like order. I) _. y� ' �J\D Jq�� " � `�r 11)-; ,� �ii pP oT q ��!�J ,.',i `',I - � � 11i -11 � , � —. , _- � �.� f1 1,) 111-- 1,�,.� � Y DAVIDJAFFA �j5"= ��}) = �;�� }� �� A�B��G �� Notary Public, State of New York �� - ,�(l �� :��_= STATE OF NEW YORK ) �O�r N�31J Na 02JA4958G34 - Qualified in Kings CounRy � �� '�` ' COUNTY OF N�W YORK j SS Commission Expires November 13, 200t �,'} �)�ii I, the undersigned, Executive Vice President of the Gulf Insurance Company, a Missouri Corporation, DO HEREBY CF,RTIFY that the toreguing and ," •' ,,." attached POWER OF AT'CORNF.Y remains in full force. � `111- ^ � r � SpNANCF +� . -i l; � � �'I - 4i;!iecf , � . 1 , � V?�c "'�s,. `;'or'.. �d G'p ,,� J Gpp,PORqT� �.o II IIIII IIIII IIIII IIIII II�II IIIII III � S�!�,AL � Dated �li<� 4th 't.�� `a January •�u pp -? 1) � �� -r,,ss o�,>� % � ,'� , _: AE6152706 *1048157* � '�� ,t} ,); -- i, - I,awrence P. Miniter �i} j'I� 1� '� 8016-AElll/')9) _ ,, � .,-��,, - F,xecutiveVicePresident i1i �- i I = � y�'. � �� ,.i`-_ � ,, ��i- . � � � �� -" !;` �� . •�,�„_,t� [w'1 � � � � lel LJ � � � PERFORMANCE BOND THE STATE OF TEXAS Bond No. AE6152706 COUNTY OF TARRANT KNOW ALL MEN BY THESE PRESENT: That we (1) Alshall Construction Comnanv (2) Comnanv of Texas hereinafter called Principal and (3) Gulf Insurance Comaanv , a corporation organized and existing under the laws of the State and fully authorized to transact business in the State of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and existing under the laws of the State of Texas hereinafter called Owner, in the penal sum of: One Million Dollars & No Cents --� $1,000.000.00 Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators, and successors, jointly and severally, firmly by these presents. � THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the 4th day of January . 2000 , a copy of which is hereto attached and made a part hereof, for the construction of: CONCRETE RESTORATION 2000-1 AT VARIOUS LOCATIONS � designated as Project Number GS93-020930532070 , a copy of which contract is hereto attached, referred 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 as the "work". l�J � � l�J � l�J � LJ NOW THEREFORE, if the Principal shall well, truly and faithfully perform the work in accordance with the plans, specification, and contract document during the original term thereof, and any extensions thereof which may be granted by the Owner, with or without notice to the Surety, and if he shall satisfy all claims and demands incurred under such contract, and shall fully indemnify and save harmless the Owner from all costs and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the owner all out(ay and expense which the Owner may incur in making good any default, then this obligation shall be void; otherwise to remain in fult force and effect. - PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in Tarrant County, State of Texas. AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder or the specifcations accompanying the same shall in any wise affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time alteration or addition to the terms of the contract or to the work or to the specifications. A:14PERBOND.FRM � � � � � 1 � � � � a � a � �_ a U- � D- LJ IN WITNESS WHER.EOF, this instrument is execiited in b Counterparts each one of which shall be deemed an original, this the 4tb day of January . 2000. ATTEST: /l J�. �, . �� r � (PrincipaI) Secretary (SEAL} �: � � s �"r 1201 Ras Dr.. Stg. 8 (Address) Richardson, TX 75081 A'I"I'EST: � (Surety) Secretary {SEAL) �� Wit ss as to Svre�y A1sha11 Constructfon ComRany Principal (4} By: 2�,�- il��.� _ � �2 � � �� A s � E t� /�n�s� �Cr��[ {Printed Name/Title) � 9220 Skillman St.. Ste. 20l ADDRESS Dallas, YX 75243 CITY/STATE/ZIP � �lf Ine �ran Gomoanv (Surety) By: � (Attorney-in-Fact) (5) Debbie Smith {Printed Attorney-in-Fact) Nore: (1) (21 (3� �4� (5) A:l4PEFtBOND.FRM Date oJBond must not be prior ro date oj' Contract Carrect name of Contractor A Corporation, a Partnership or and Indlvidual, as case may be Correct Nmne ofSurety IjContraclor !s partnership all Partners stio„rd eze�ure aond A lrue copy of Power ofRttorney shaJl be attached to bond by Artorney-tn-Fact l�J a 0 D a 0 a a D a 0 � � � � � � � a IMPORTANT NOTICE r��i� :_: i.i��aL�� t,�,r,� : � r�]�s�i�L.�� You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at 1-800-252-3439 You may write the Texas Department of Insurance: P.O. Box 149104 Austin, Texas 78714-9104 FAX No. (512) 475-1771 PREMIUM OR CLAIM DISPUTES Should you have a dispute concerning your premium or about a claim, you should contact the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY This notice is for information only and does not become a part or condition of the attached document. � � O CERTIFICATE OF INSURANCE � Certificate Holdsr: City of Fort Warth a Date: January 4, 200Q Project Name: Concrete Restoratiou 2000-� ' Project Number: GS93-02Q930532070 O This is to certify that: Alshall Constraction Company Address: 9220 Skiilman Street, Suite 201 ' Dallas, Texas 75243 �is at the date of this certificate, insured by this company with respect to the business operations hereinafter described, far the �type of insurance and in accordance with the provisions of the standard policies used by this Company, and further heceinafter described. Exceptions to standard policy nated on reverse side thereof. � '�+ue of lnsurance ' Pnr.rry Nn_ FFF�rrrvF � EXPIRES . L1M1TS O�' LiABILITY � � � � a, � , p 1 a� Workers Compensation Comprohensive General Liability Insurancc (Public Liability) Blasting Cailapse o�'Buildings or structures adja�ent to oxcavarions Damage to underground Utilities Builde�s Risk Comprehensive Automobile Liability � Contractua! Liabiliry � L�i L!' [,I' � 1!1 CWC997342J 10/01I99 CGL146542J 10/01/99 10/01/00 Statutory � $500000 Each Occurrence "I UUuuuU Fire Damage (Any one fi►r�50000 10/01l00 Med Exp (Any one perso �)$5000 Personal & Adv Injury $1000000 General Aggregate $2000000 Praducts-Comp/Op Aaa �1n�nnnq_____, Bach Occu�ence $ EaCh Occurrcnce $ Each Occurnnce CAU323542J 10/01/99 Hodily Injary - CSL 10/01/00 EachPerson Each Occurrence Propesty Bamago Each Occuttence Bodily Injnry Each Occvrrencc Properly Damage $ $1000000 S S $ $ I Ea�h Occurrence S �1 Each Occurrence $5000000 � Other Excess Liability CMB297242J 10/01/99 10/01/00 Retention $10000 'Locations covered: Any and all. Description of operations covered: 'ti�e abave pol'scies either in the body these4f or hy appropriate endarsement provide that they may not be changed or canceled hy the �insurer in less than five (5) days after ihe insured has received written notice of such change or caneellations. Wl�ere applicable local laws or regulations reqaire more than five (5) days actual notice of change or cancollation to be assured, ths above policies contain such special requirements, either in tha body thereof or by appropriate endorsement thereto attached. ` Agency Baldwin Insurance and Bonding Agency, Inc. William D. Baldwin Fort Worth Ageni By: ��'�� -�--_:. , Address 1201 Kas Drive, Buite B Title: President 1 A:121N5URAN.FRM � � a I�J L� � � C4NTR.ACTOR COMPLIANCE WITH WORKER'S COMPENSATION �AW Pursuant to Article 8308-3.23 of Vernon's Annotated Civil Statutes, Contractor, Alshall Construction Comnanvi certifies that it provides worker's compensation insurance coverage for all of its employees employed on City of Fort Worth project Concrete Restoration 2000-1 at Various Locations project number, GS93-020930532070. By: /�r��- �%�'u%�� STATE OF TEXAS �� 3 � �'j ��,11 a S �J COUNTY OF '��' � � BEFORE ME, the undersigned authority, on this day personally . appeared � oti. �j ��' �� °�5 �C� ►'� , known to me to be the person pwhose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act and deed of L� IS�•.°� ! l C�nS�"ry c�- � o r� Co,�p� n y , for dthe purposes and considerations therein expressed and in the capacity therein stated. I�I I�J l•l l'J �r. � u � L'1 I�I GIVEN UNDER MY HAND �'A �n va �� , �9' Z�:b . ti��Y e�"''• SUS/�N L. KIMBALL ��{ �' + MY COMMISSION EXPIRES �s�;,r �v= �tober 11, 2000 .,�„ AND SEAL OF OFFICE this �� < � , ��/,r'�l � i � Title � / - /� • 200� Date day of Notary Public in and for the State of Texas (a) Contractor agrees to provide to the City a certificate showing that it has obtained a policy of 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 subcontractor who will perform work on the project to provide to it a certificate from such subcontractor stating that the subcontractor has a policy of workers compensation insurance covering each employee employed on the project. Contractor will not permit any subcontractor to perform work on the project until such certiiicate has been acquired. Contractor shall provide a copy of all such certificates to the City. A:13WORKCOM.FRM � � 0 � O � . � � � � � 0 � � r� � � a � Eauinment Schedule List of equipment owned by Bidder that is in serviceable condition and available for use c Portions of work bidder proposes to suhlet in case of Awazd of Contracts including amount and rype: u � � THE STATE OF TEXAS CITY OF FORT WORTH, TEXAS CONTRACT KNOW ALL MEN BY THESE PRESENTS: �•J � � L�J I■I � 1. That for and in consideration of the payments and agreements hereinafter mentioned to be n made and performed by the Owner, and under the conditions expressed in the bond bearing even date U herewith, the said Contractor hereby agrees with the said Owner to commence and complete the construction of certain improvements described as follows: � 0 COUNTY OF TARRANT This agreement made and entered into this the 4th day of January , 20 00 by and between the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas, organized and existing under and by virtue of a special charter adopted by the qualified voters within said City on the 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 Alshall Construction Companv HEREINAFTER CALLED Contractor. WITNESSETH: That said parties have agreed as follows: CONCRETE RESTORATION 2000-1 AT VARIOUS LOCATIONS � Designated as project�number, � GS93-020930532070 2. That the work herein contemplated shall consist of furnishing as an independent contractor all alabor, tools, appliances and materials necessary for the construction and completion of said project in accordance with the Plans and Specifications and Contract Documents prepared by the Department of Engineering for 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 and Specifications and Contract Documents are hereto attached and made a part of this contract the same as if written herein. � . � u � C-1 a � 0 3. u � � � � � L�J � � � u f� The Contractor hereby agrees and binds himself to commence the construction of said work within ten (10) days after being notified in writing to do so by the Department of Engineering of the City of Fort Worth. � The Contractor hereby agrees to prosecute said work with reasonable diligence . after the commencement thereof and to fully complete and finish the same ready for the inspection and approval of the Department of Engineering of the City of Fort Worth and the City Council of the City of Fort Worth within a period of One Hundred & Fortv (1401 working days. If the Contractor should fail to complete the work as set forth in the Plans and Specifications and Contract Documents within the time so stipulated, plus any additional time allowed as provided in the General Conditions, there shall be deducted from any monies due or which may thereafter become due him, the sum of $ 315.00 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. 5. Should the Contractor fail to begin the work herein provided for within the time herein fixed or to carry on and complete the same according to the true meaning of the intent and terms of said Plans, Specifications, and Contract Documents, then the Owner shall have the right to either demand the surety to take over the work and complete the same in accordance with the Contract Documents or to take charge of and complete the work in such a manner as it may deem proper, and if, in the completion thereof, the cost to the 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 statement of the total cost thereof, said excess cost. � � lJ � l�J C�� Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, lice,nsees or invitees, whether or not anv such iniurv, damape or death is caused. in whole or in ,�ari: bv the C-2 � ' � lleqllq@nCe Ol' all@C/@d II@qllqGllC@ Of OW11@l; 11'S O�f%Cel"S. 5eNa11%S, or emplovees. Contractor � likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or destruction to property of the Owner arising from the perFormance of any of the terms and conditions of this � Contract, whether or not anv such iniury or damaqe is caused in whole or in part bv the nealiaence or alleped neqlia►ence of Owner, its officers, servants or emplovees. aIn the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall �not be made until Contractor either (a) submits to Owner ('� satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or U (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. � The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work � performed under a City Contract. � 7. DThe Contractor agrees, on the execution of this Contract, and before beginning work, to make, execute and deliver to said City of Fort Worth good and sufficient surety bonds for the faithful perFormance of the terms and stipulations of the Contract and for the payment to all claimants for labor �and/or materials furnished in the prosecution of the work, such 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 100 percent (100%) of the total contract price, and the said surety pshall be a surety company duly and legally authorized to do business in the State of Tex�s, and acceptable to the City Council of the City of Fort Worth. I�I � � Said City agrees and binds itself to pay, and the said agrees to receive, for all of the aforesaid work, and for all additions thereto or deductions therefrom, the price shown on the Proposal submitted �by the successful bidder hereto attached and made a part hereof. Payment will be made in monthly installments upon actual work completed by contractor and accepted by the Owner and receipt of invoice from the Contractor. The agreed upon total contract amount (including/excluding) alternates � shall be One Million Dollars and No Cents l� l� 1' $1.000.000.00 C-3 L!I LJ 'u � �It is further agreed that the pertormance 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 Department of Engineering. � 10. � � The Contractor agrees to pay at least the minimum wage per hour for all labor as the same is classified, promulgated and set out by the City of Fort Worth, Texas, a copy of which is attached hereto � and made a part hereof the same as if it were copies verbatim herein. '�J 11. The Contractor shall procure and shall maintain during the life of this contract insurance as � specified in paragraph 8 of Special Instruction to Bidders of this contract documents. �J 12. �It is mutually agreed and understoo� that this agreement is made and entered into by the parties hereto with references to the existing Charter and Ordinances of the City of Fort Worth and the laws of the State of Texas with references to �nd governing all matters affecting this Contract, and the � Contractor agrees to fully comply with all tf�e provisions of the same. � N WITNESSETH WHEREOF, the City of ort Worth has caused this instrument to be signed in Six 6 �counterparts in its name and on its behal by the City Manager and attested by its Secretary, with the corporate seal of the City of Fort Worth a ached. The Contractor has executed this instrument through its duly authorized officers in Six 6 count�erparts with its corporate seal attached. � � . �•J ili �,'� ��i � L�' C-4 C� � � � a a a a o� x: ., a � a � � � 0 a � a � - Do �e in Fort Worth, Texas, this the RECOMMENDED: 4�' -*�`�� (.� -�r - i �.� DIRECTOR, DEPARTMENT OF � ENGINEERING � �LS�pa_� ��r1sT�Jc-r,on� co. = (Contractor) BY: ��. �,�% Nc��a�-I (Representative)' �i?�st��.r-r (TITLE) � Z Z v S K 11.t_ pe� A N ��'•�� Y�= 2 01 (Address) �J' ALt��9s — TX 75 24� (City/State/Zip) November 1960 Revised May 1986 Revised September 1992 Revised January 1993 Revised April 1999 Revised June 1999 C-5 day of January , 20 00 . CITY OF FORT WO H �� SSISTA CITY ANAGER PPRO D: — � � �.,f�,w.4. � �.. IRECTOR, TRANSPORTATION AND UBLIC WORKS /",TTEST: PROVED AS TO FORM & GALITY: CITY ATTORNEY C' — !'7 ��D Contract Ruthorization / `�- �� D�tp � � C� {.__.� �'r? � � <U �1 C.=3 '�J � L�1 �,� �7 � �� :�J �"� r . � � N v a � � . PMS 288 (BLUEI � � � � T ��T � . , ..0 - .�,. . .� � o -�::.�,�. � . � ,�,. • ` PMS 167 (COPPER) � _._,.,�+�t � �_ . q,_�„ 'a 1 �-5�� i 1 STREET MAINTENANCE PROGRAM � � CONTRACTOR' S NAME �- � � . � TELEPHONE NUMBER � � � .� a e � � � � PRaJE�T �ESIGNATIQN SIGN � �x C.? �'.� �� ..'7 L� t� 1�1 . t� L� �.J �7 � � C7 � a 1. Existia.g concxete pavement shall be saa► cut full depth. 2. I?rill and Grout #4 x 30" Tie bars at 24" C-C. 3. Splice #3 bars to the #4 Tie bar with minimum 12" overlap. 4. At expansion joint use Redwood expansion joint filler and #6 x 24" smooth do�vel at 24' C--C. O ,� �� , �� ., , ,�. ,., �,,�,��,r �•� + . .•�_.;:?. . • . ::,'. ��• .• .p ; • 1�''• �p,� _ . '.� � '�� //�.'/.`�///�/ ' � . � '�'� � � 'EXIST; UNDISTURBED SUBGRAD'E ' iii�wii�wr��yr/ i��.iii..yiii i�i��yi/��.y/// � 0� 4 • � SA�► CUt'— �• EX1ST. STEEL S`---} ex�sr. cokc. e�� \ EXIST. STEEL 0 --PROP. T" REINFORCEO CONCRETE PAVEIiEHT � .�.� ft0.! BARS 1� 24 "C—C 801'H WAYS EXIg7tNG STEEL 1H PAvE�EItT S}+ALL � CUT �s�w ars EX 13T COHC. EXIST. STEEL- ME M �i/.��/i/ �� 3" HMAC BASE . Note: 3" HMAC Base shall be placed under reinforced concrete pavement as directed by the Engineer in the field. � � . Contractor may substitute 9" reinforced concrete pavement in lieu of proposed 7" concrete pavemeni and 3" HMAC Base. � PROP. RE/NFORC,�D COSNCRETiE' PA��i4/EJ�IT ��"f�4/RS ii'P/CAL � SEC77C�I 0 �I CONCRETE RESTORATION (2000-1) � PRIORITY STREET FROM TO 1 TRINITY BLVD HWY 157 HWY 360 y� 2 JOHN T WHITE IH 820 SANDY LA V 3 N BEACH MCCLEAN MEACHAM 4 N BEACH ST LOOP 820 N WESTERN CENTER BLVD � 5 GRANBURY RD BELDEN DAN DANCIGER 6 LANCASTERAV BRIDGE WEST END � 7 S JENNINGS AV 2941 W BOWIE ST 8 MARINE CREEK ANGLE IH-820 9 GRAND TETON TR AT REDWOOD TR �10 GRAND MESA DR 5300 GRAND MESA DR 5300 GRAND MESA DR 5..�` 11 CLEARBROOK 8413 CLEARBROOK 8413 CLEARBROOK 12 ARCAD[A TR 7400 ARCADIA TR 7500 ARCADIA TR 13 STONEGATE 4400 STONEGATE 4400 STONEGATE � 14 W VICKERY AT ROCKMOOR 15 ROGUE RNER TR 7812 ROGUE RIVER 7812 ROGUE RIVER 16 SANDSHELL 5600 SANDSHELL 5600 SANDSHELL � 17 FOSSIL CREEK N BEACH ST SANDSHELL 18 DOOLING ST NE 33RD ST CRABTREET ST � 19 NE 33RD ST E LONG SYLVANIA AV 20 E LONG AV E I-35 ABDN RR � 0 0 0 � � MAP SST 66T SON SOE 89Q 76B 77W 47Q 36L 36Q l O5R 36Q 75U 88B 36L 49G SOA 49X 63C 49X SY 3083 2278 1442 1176 1175 374 321 935 241 214 168 134 54 187 54 694 641 187 267 2310 �� 93� CD 5 4 4 4 3 9 9 2 4 4 6 4 9 3 4 4 4 4 2 4 _ � NOTE: Streets to be done in priority order. The City of Fort Worth has the right to add or delete any of the above streets. [`'� ' Wednesday, October 06, 1999 �� LJ City of Fort Worth, Texas �i►�Ayar Ar/d Caunc�l Cammun�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE 1/4/00 **C-17800 20SHALL I 1 of 2 SUBJECT APPROPRIATION ORDINA CE AND AWARD OF CONTRACT TO ALSHALL CONSTRUCTION COMPANY FOR CONCRETE RESTORATION 2000-1 AT VARIOUS I LOCATIONS RECOMMENDATION: It is recommended that the City Council: 1. Approve the transfer of $4,783,661 from the General Fund to the Contract Street Maintenance Fund; and 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Contract Street Maintenance Fund in the amount of $4,783,661 from available funds to fund a portion of the 1999-2000 Street Maintenance Program; and 3. Authorize the City Manager to execute a contract with Alshall Construction Company for Concrete Restoration 2000-1 in an amount not to exceed $1,000,000. DISCUSSION: In the 1999-2000 Contract Major Maintenance Program, various types of street maintenance techniques are grouped into specific contract packages. Concrete Restoration 2000-1 provides for removing and replacing failed panels and restoring the base in concrete streets in various locations citywide. In the 1999-2000 Street Maintenance Budget, $1,000,000 was set aside for Concrete Restoration. Alshall Construction Company submitted the low bid in the amount of $726,590 for quantities included in the bid proposal. This contract package, Concrete Restoration 2000-1, establishes unit prices for concrete pavement repair at various locations. The intent of the contract is to limit the total amount of the contract to $1,000,000. Staff has developed a multi-year program, and since bids came in at a lower than anticipated unit cost, staff will include additional streets designated for future years programs to the contract, thereby utilizing the budgeted amount of funds. This project is located in COUNCIL DISTRICTS 2, 3, 4, 5, 6 and 9. This project was advertised for bid on October 7 and 14, 1999. On November 4, 1999, the following bids were received: BIDDERS Alshall Construction Comqanv Westhill Construction, Inc. Stabile & Winn, Inc. J. L. Bertram Construction & Engineering, Inc. Pavecon, Inc. Ed A. Wilson, Inc. AMOUNT 76 $754,090 $847,830 $847,966 $888,794 $907,850 � City. of For� Worth, Texas �1►�jAya� qnd Caunc�l C,ammun�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE 1/4/00 **C-17800 I 20SHALL I 2 of 2 SUBJECT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO ALSHALL C'ONSTRUCTION COMPANY FOR CONCRETE RESTORATION 2000-1� AT VARIOUS LOCATIONS The low bidder, Alshall Construction Company, is in compliance with the City's M/WBEw Ordinance by committing to 28% M/VIIBE participation. The City's goal on this project is 10%. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that upon adoption of the attached appropriation ordinance and completion of the above recommendations,, funds will be available in the current capital budget, as appropriated, of the Contract Street Maintenance Fund. MG:k Submitted for City Manager's Office 6y: G140 I FUND I ACCOUNT I CENTER � (to) � (1) GS93 472001 .020930578010 I(2) GS93 472001 020930578010 (2) GS93 541200 020930578010 � I (from) I(1) GG01 538070 0201001 (3)GS93 541200 020930532070 � _ � AMOUNT $4,783,661.00 $4,783;�661.00 $4,783,661.00 CITY SECRETARY Mike Groomer Originating Department Head: Hugo Malanga Additional Information Contact: 7801 Najib Fares 7802 APPROVED C1TY COUI�.��l. � JAN 4 2�Q0 $4,783,661.00 � $1,000,000.00 �� ,,,�.�,�� Citq Secretery ofy� I City Qi Fort WoatRi, K`exa� Adoptetl Ordinanc� Ndo��j