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Home My WebLink About025656 - Construction-Related - Contract - Sutton & Associates, Inc.�, ��1 tr0��0� � 1 r n n� �� '> i r� n y � w. ' �"1�J-� COtslRACTt�R� , "' COt ►�C��'S BGtdDiNG C0. ,, z ��, SPECIFICA.TION� �j-�Y �ECREI'�ARY n�/ � 8 , �. CONTRACT (V�? . ��✓ ` �✓`-Q � CiiY ?,9.1�li:��R S Q�riC@ �D ' .- - ,- N '.s" AIy ! ��c'c7i��ic1 rrov. " . rc � �,,. dl��ft - E#d� �G�Y CONTRACT DOCUME,�TS ; P 1�".y}� � A� 9 � , � �' ��I �.r � �}� � �� a �A � � �� . w. t -��. `�� .` � � � , � ..z�� ^� �� F � a� 1' �� . FOR y„ ' �� H.M.A.C. SURFACE OVERL�Y (2000-2) � •! AT VARIOUS LOCA�IONS . ,� IN THE CITY OF FORT W�RTH, TEXAS PROJECT NO. GS93-020��30522060 f� 2000 {p •� �� w �� KENNETH L. BARR �� : _��, ��a�61�b �C��OQD � � ��Qb �� f�.,Q �»..� ��d�W4 94h�i r BOB TERRELL MAYOR ° CITY MANAGER . � HUGO A. MA.LANGA, P.E;., DIRECTOR DEPARTMENT OF TRANSPORTATIO�T AND PUBLIC WORKS A A. DOUGLAS RADEMAKER, P.E., DIRECTOR DEPARTMENT OF ENCfiINEERING PREPARED BY TRANSPORTATION AND �PUBLIC WORKS DEPARTMENT ENGINEERING COOR;�INATION ��.��4F•T� q�' EXHIBIT "�" � � � *�, . ,� . '.t�A,MH N. ��cS �. . .� ... •-� �e -�r•. , fx�31� �� . , c y�,s- �,' o � � , +► I 1' .? '/ / � , City of Fort Wo�h, Texas �� A a� And i aunc�il� � an�n�un�cA�ian f �� !1 C � ..0 DATE REFERENCE NUMBER LOG NAME "' PAGE ° 2/15/00 **C-17851 I �; . 20SUTTON I 2 of 2 SUBJECT AWARD OF CONTRACT TO SUTTQN �� ASSOCIATES, INC. FOR HMAC SURFACE OVERLAY 2000-2 AT VARIOUS LOCATIC�NS This project was advertised for bid December 16 and 23, 1999. The following bids were received :lanuary 13, 2000. #� „ ` BIDDERS AMOUNT Sutton & Associates. Inc. $��7.275.00 J. L. Bertram Construction & Engineering, Inc. $��8,532.00 . Peachtree Construction $5�5,773.00 � APAC Texas, Inc. $6 4,946.00 � , Austin Bridge & Road, Inc. $631,189.20 Branch & Sons Contractors, Inc. $��3,195.00 �, Pavecon, Inc. $7�5,540.00 �` , The low bidder, Sutton & Associates, Inc., is in comp�iance with the City's M/WBE Ordinance by committing to 15% M/V1/BE participation. The City's goal o'n this project is 15%. � FISCAL INFORMATION/CERTIFICATION: °fhe Finance Director certifies that funds are available in t�ie current capital budgets, as appropriated, of ' the Contract Street Maintenance Fund and the Street Improvements Fund. MG:j �F . ., a� #� m Submitted for City Manager's Office by: • Mike Groomer Originating Department Head: i�ugo Malanga Additional Information Contact: Najib Fazes i 4 �.�. FUND I ACCOUNT � (to) 6140 ti �� ip �� CENTER � 7801 � (from) �R GS93 541200 0209�0522060 � C111 541200 020111053213 � AMOUNT I I '! � I � � $564,225.00 I $ 3,050.00 �so2 � � -- �-,. � G �� t+�''`i�°� �; R,, � c! n Q� �'J l� u U �!S ��: � �v f'�'l�° �5�'v^G�C��G��l ,� r ' �t�� d i � �a h�� ---- —�-�� L o �.:� �yli � .� __...._. ° u C�. � � � C� � � � P � � . � u CITY SECRETARY a ,.�� -� �` I � � � ' - �� City of Fo�t Warth, Texas � . . . � . �1►��a� �nd �,aunc�l c,,a�m�n�c�t�an I I� DATE REF�RENCE NUMBER LOG NAME .PAGE `"+ , 2/15/00 **C-17851 I � 20SUTTON I . �1 of 2 �•' SUBJECT AWARD OF CONTRACT TO SUTTON & ASSOCIATES, INC. FOR HMAC SURFACE � OVERLAY 2000-2 AT VARIOUS'LOCATIONS . . � � � u 1�1 � In the 1999-2000 Contract Major Maintenance Program, various types of street maintenance techniques are grouped into specific contract packages. HMAC Surface Overlay 2000-2 �rovides for surface and base rehabilitation, curb and gutter, and valley gutter replacements for asphalt streets at various locations� funded from the Contract Street Maintenance Fund and the Street Improvements Fund. The following list details the I'imits for ea�h of the streets included in this project: ' STREET � South Adams Street Cando Drive Cloverdale Dri�e � Cloverdale Drive Comer Drive i Conlin Drive � De Cory Road Dublin Drive Engblad Drive a Erath Street '� Erath Street Glasgow Road �4 Hazel Leigh Lane Hensley Drive Howard Street � Kirkwall Drive Mansel Lane Neystel Road � Savage Drive Stafford Drive FROM West Jarvis Street Limerick Drive . Engblad Drive Roma Lane Limerick Drive Limerick Drive Limerick Drive Conroy Strest Oak Grove Road Knox Drive Wilb,arger Street Con�oy Street West Oak Grove Road Limerick Drive Tallman Street Hensley Drive Glasgow Road Hazel Leigh Lane East Deadend .Engblad Lane pThis project is located in COUNCIL DISTRICT 8. _0 . � �° RECOMMENDATION: � It is recommended that the City Council authorize the City Manager to execute a contract with Sutton & � Associates, Inc. in the amount of $567,275.00 for 70 working days fo�- HMAC Surface Overlay 2000-2. DISCUSSION: TO Pennsylvania Avenue West Oak Grove Road Glasgow Road I-20 Service Road West Oak Grove Road Dublin Drive West Oak Grove Road Comer Drive (Highlar�d Hills Park Line) Martin Street Howard Street • � Oak Grove Road West . Oak Grove Road . Glasgow Road Shackleford Street Conlin Drive Oak Grove Road Oak Grove, Road West Oak Grove�Road Glasgow Road ��0�� C�G�G°�D ��U ��'�Q � ° Q� d, tl D9 tii�� u)�U lill 4[.5i�)n � � � '`: � ' � .• ` ,, w ( � w �" w � � � � � � � SPECIFICATIONS AND CONTRACT DOCUMENTS FOR H.M.A.C. SURFACE OVERI,AY (2000-2) AT VARIOUS LOCATIONS IN THE CITY OF FORT WORTH, TEXAS PROJECT NO. GS93-020930522060 2000 /�- a�,Q� A. DOUGLAS RADEMAKER, P.E. DIRECTOR, DEPARTMENT OF ENGINEERING �� • 1 � �� GEORGE A. BEHNlANESH, P.E. ASSISTANT DIRECTOR TRANSPORTATION �UBLIC WORKS DEPARTMENT 1 /`�l� �;�� . .� � _� "_: � ,_ DOO K�, � . E . Ii CAP PROJECT NGI WATER DEPARTMENT JO RNUS, P.E. ASS STANT DIRECTOR TRANSPORTATION AND PUBLIC WORKS DEPARTMENT l DA E � �C � � �� DATE -,,iJ, . ; s 7 �°r`1 �, �ATE ' /0��3` � � � DATE '�'�� "L�C�JG�@ �� b' ��C�� i�a 1llv':��'GUIID �ISf/Ua �, � ... r� i� �y �. �. �. � � � � � T 0 � 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 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 Bond Payment Bond Contract Project Designation Sign Details Street Locations ��O�GOQ� ��uG�D �0� ��Gl[�`�G�� C�o � G��, ��. �w; �. � NOTICE TO BIDDERS Sealed proposals for the following project: H.M.A.C. SURFACE OVERLAY (2000-2) � �� AT VARIOUS LOCATIONS Project No. GS93-020930522060 Addressed to Mr. Bob Terrell, City Manger of the City of Fort Worth, Texas will be received at The Purchasing Office until 1:30 P.M.,January 13, 2000 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.,December 28, 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. Additional sets may be purchased on a non-refundable basis for twenty dollars ($20.00) per set. For additional information contact Mr. Najib N. Fares at (817) 871-7802. Bob Terrell Hugo Malanga, Director City Manger Transportation and Public Works PUBLICATION: December 16, 1999 December 23, 1999 By= '� �2��'�� Naj N.�Fares, P.E., Street and Storm Drainage, TPW '��G�� G`[�CJ�� '�;��`u c��° ��I ° ��( Il l�a UV�� II ��9 ��Wo � [J ls� � L� SPECIAL INSTRU4"CION TO BIDDERS �� 1. BID SECURITY: Cashier's check or an acceptable bidde,�'s bond payable to the City of Fort Worth, in an amount of not less than ftve (5%) per cent of the total�of the bid submitted must accompany the bid, and is.subject to forfeit in the event the successful bidder fails to execute the contract documents • within ten (10) days after the contract has been awarded. To be an acceptable surety on the bond, (1) the name of the;surety shall be included on the current U.S. Treasury, oi {2) the surety must have capital and surplus equal to ten times the limit of the bond. �' The surety must be licensed to do business in the state of Texas. The amount of the bond shall not exceed the amount shown on the treasury list or one-tenth ��/10) the total capital and su�plus. �� , 2 � � � i a� � 's �o � � *,. � �� J L�' � � 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 be �equired to furnish a performance bond as well as payment bond, both in a sum equal to the amount of!the contract awarded. The fQrm of the bond shall be as herein provided and the surety shall be acceptable to the City. All bonds furnished hereunder shall meet the requirements of Article 5160 of the Revised Civil Statutes of Texas, as amended. • ' In order for a surety to be acceptable to the City, (1) the name of the surety shall be included on the current U.S. Treasury List of Acceptable Sureties (Circular 870), or (2) the surety must have capital and surplus equal to ten times the amount of the bond. The�surety must be licensed to do business in the State of Texas. The amount of the bond shall not excee� the amount shown on the Treasury list or one-tenth (1/10) of the total capital and surplus. If reinsura�ce is required, the company writing the reinsurance must be authorized, accredited or trusteed to do��usiness in Texas. No sureties-will be accepted by the City which are at the ti� F in default or delinquent on any bonds or which are interested in any litiga�ion-against ttte City. Shouid any surety. on the, cohtracti'be,determinetl` unsatisfactoiy.�at any time ti'y the City, notice will be given t� the contractor to that effecC' and the contractor shall immediately provide a new surety Satisf.actory to the City. �� If the contract amount is in excess of $25,000 a Payment Bo d shall be executed, in the amount of the contract, solely for the protection of all claimant� supplying �abor and materials in the�prosecutibn of the work. ;; �_ 0.� ' If the contract amount is in excess of $100,000, a Performa�e Bond shall be executed, in the amount ' of the contract conditioned on the faithful performance of th� work in�accordance with the plans, specifications, and contract documents. Said bond shall solely be for the protection of the City of fort p Worth. . . 3. LIOUIDATED DAMAGES: The Contractoc's attention is ��1led to PaR 1, Item 8, paragraph 8.6, of ' the "General Provisions" of the Standard Specifications for Construction of the Ciry of Forc Worth, � Texas, concerning liquidated damages for late completion o��rojects. ' 4. AM$IGUITY: In case of ambiguity or lack of clearness in stating prices in the proposal, the City reserves the right to adopt the most advantageous construction thereoF to the City or to reject the °' proposal. . 5. EMPLOYMENT: All bidders will be required to comply with City Ordinance No. 7278 as amended • by Ciry Ordinance No. 7400 (Foct Worth City Code Section 13-A-21 through 13-a-29) prohibiting discrimination in employment practices. . � � �C�� Ol�� G�C��C�Q@ , { �� G?[�Q� , �o �u�� .��o �[�a � �� l!�' � O 6. NAGE RATES: All bidders will be required to comply w�th provision 5159a oE "Vemons Annotated Civil Statutes" of the State of Texas with respect to the pay�ent of prevailing wage rates as established by the City of Fort Worth, Texas and set forth in Contract Documents for this pcoject. 1 � 7. FINANCIAL STATEbiENT: A current certified financial��statement may be required by the Deparhnent of Engineering if required for use by the CITY°�F FORT WORTH in determining the successful bidder. This statement, if required, is to be prepa�ed by an independent Public Accountant holding a valid permit issued by an appropriate State Licens�ng 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 appro�iriate bonds, proof of insurance for Worker's Compensation and Comprchensive General Liabil}ry (Bodily Injury-$250,000 each person, $500,000 each occurrence; Property Damage -$300,000 eaih occurrence). The City resecves the right to request any other insurance coverages as may be requirecilby each individual project. NONRESIDENT BIDDERS: Pursuant to Article 601g, Texas Revised Civil Statutes, the City of FoR Worth will not award this contract to a non resident bidder unle� the nonresident's bid is lower �than the lowest bid submitted by a responsible Texas resident bidder by the s�me amount that a Texas resident bidder would be required to underbid a nonresident bidder to obt�in a comparable contract in the state in which the nonresident's principal place of business is located. "Nonresident bidder" means a bidder who��e principal place of business is not in this sfate, but excludes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. "Texas resident bidder" means a bidder �v�ose principal place of business is in this state, and`includes a contractor whose ulti�iate parent company or majority owner has its principal place of business in this state. .. �� _ . �' :. �� L''9 � 1�] � � This provision does not apply if this contcact involves federal fund's. The appropriate blank's of the Proposal must be filled out by all �i�bn resident bidders in brder for its bid to meet specifications. The failure of a nonresident contractor to do so will automatically disqualify that bidder. '� 10. MINORIT!' AND �VONIEN BUSINESS ENTERPRISES:, In accord with City`- of Fort Wo�rth Ordinance No. 11923, as amended by Ordinance 13471, the City of Fort Worth� has goals for the participation of minority business enterprises and women bu�iness enterprises in Ciry 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 CONTRACfOR WAIVER FpRM and/or the GOOD FAITH EFFORT FORi�t ("Documentation") as appropriate. The Documentation must be received no later than �:00 p.m., five (5) City busine�s days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee o�f the managing department to whom delivery was made. Such receipt shall be evidence that the Documentation was received by the City: Failure to comply shall render the bid non-responsive. � Upon request, Contractor agrees to provide to owner comple e and accurate information regarding actual work performed by Minority Business Enterprise (WB�) on the contract and payment therefore. Contractor further agrees to permit an audit and/oe examinat`i n of any books, records or files in its possession that will substantiate the actual work performed bi�+ an MBE and/or WBE. The misrepresentation of facts (other than a negligent misrepreselitation) andlor the commission of fraud by the Contractor will be grounds for termination of the cont�act and/or initiation action under appropriate federal, state or local laws or ordinances relatingfto false statement; further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result in � �� Q�� t�C�GQD C 6� ��G��`�Q� r� nnr✓.�,r,s��n car�m O � � � � {_�J !J L'"'J lJ �� l� L�1 � the Contractor b�ing determined to be irresponsible and barred from participation in City work"for a period of time of not less than three (3) years. � 11. A�VARD OF CONTRACT: Contract will be aw�rded tap the lowest responsive bidder. The City reserves the right to reject any and/or all bids and waive �ny and/or all irregularities. No bid may be withdrawn until the expiration of forty-nine (49) days frdm the date the M/WBE UTILIZATI0�1 FORM, PRIME CONTRACTOR WAIVER FORM and%pr the GOOD FAITH EFFORT FORM ("Documentation") as appropriate is received by the Cicyti'� 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 proposed to award the contract has been verified. � 12. PAYI�IENT: The Contractor will receive full payment (minus 5% retain age) from the City for all work for each pay.period. Payment of the remaining ambunt shall be made with the final payment, and upon acceptance of the project. ' 13. ADDENDA: Bidders are responsible for obtaining all addenda to the contract documents prior to the bid receipt time and acknowledging them at the time of �iid receipt. Information regarding� the status of addenda may be obtained by contacting the Departm�t of Engineering Construction Division at (817) 871-7910. Bids that so not acknowledge all applicdble addenda may be rejected as non- resoonsive. i4. CONTRACTOR COMPLIANCE WITH �VORKER'S COMP�NSATION LA�V; ,�u, A. Workers Compensation Insurance Coverage a. Definitions: Certain of coverage ("certificate"). A copy of a," ertificate of insurance, a certificate of authority to self-insure issued by tlie commissi' , or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing� tatutory� worker's compensation insurance coverage for the person's or entity's employeesop"roviding services on a project, for the duration of the project. ,� Duration of the project 'includes the time from �,he beginning of the w.ork on the project until the contractor's/person's work on the project h�s been completed and accepted by the � gov�'mmental entity, R� . : { IM Persons providing services on the project ("sub�ontractor" in §406.096)-includes all persons or entities performing all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person c�ntracted directly with the contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasin�` companies, motor carriers, owner-operators, employees of any such entity, or employees of �ny entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or.tnaterials, or providin�labor, transportation, or toner services related� to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliverie�r and delivery of portable toilets. b. The contractor shall provided coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011 (44) or all employees of the contractor providing services on the project, for the duration of the project. c. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. . '� �� Q�' � �?�'��Q� �CO�^ ��Q�� l. N!1'flS:+)��e �I!aWa � � d. If the coverage period shown on the contra� tor's current certificate of coverage ends during the duration of tRe project, the cont��ctor must, prior to the end of the coverage �"j period, file. a new certificate of coverage w},th the govemmental entity showing that � coverage has been extended. ,� L�`J e. The contractor shall obtain froin each person providing services on a project, and provide to the governmental entity: • (1) a certificate of coverage, prior to that erson beginning work on the project, so the A govecnmental entity will have on file �ertificates of coverage showing covera�e for � �„ all persons providing services on the project; and .� , � �} ,� (2) no later than seven tiays after receipt li� the contractor, a new ceRificate of coverage • �{ � showing extension of coyerage, if the �coverage period shown on the current eJ certificate of coverage ends during th�duration of the project. 9 � f. The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter g. The contractor shall notify the governmenfal entity in writing by certified mail or �personal delivery, within ten (10) days aft�r the conhactor knew or should have.known, 41� of any change that materially affects the provision of coverage of any person providing. services on the project. ° , ' � � �;. � ,. O � � L�9 � h. The contractor shall post on each project �,}te a.notice, in the text, form and manner ' • prescribed by the Texas-Worker's Compeiisation Comrriission, informing all persons providing services on the project that the}�lare required to be covered, and stating how a person may verify coverage and report lack of coverage. � . . , �� : .. . -Y.. The contractor shall cbntractually require each�person with whom if contracts to provide services on a project, to: � . �r - (1) provide coverage, based on proper,re�orting on cla'ssification c�des and payroll amounts and fling of any coverage a reements, which meets the statutory requirements of Texas labor Code, S� tion 401.011 (44) for all of,its employees providing services on the project, for��he�duration of the project; (2) provide to the contractor, prior to tha��person beginning work on the project, a � certificate of coverage showing that c�verage 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 e"nd of the coverage period, a new certificate of , coverage showing extension of covec�ge, if the coverage period shown on the current certi f icate o f coverage en ds c�µring t he duration o f t he project; (4) obtain from each other person with �hom it contracts, and provide to the contractor: �� k (a) a certificate of coverage, prio� to the other person beginning work on the project; and ,, . .(b) a new certificate of coverage �howing extension of coverage, prior to the end � of the coverage period, if the � overage period shown on the current certificate of coverage ends during the ��ration of the project; (5) retain all required certificates of cov�rage on file for the duration of the project and � � for one year thereafter. ` ` �� 2� J ��V'lr��WL� D`�LS��I�� G�'bf ��'�G?(� °IQI� fr.'ri? �I.I/U,;, G,ran n nH� .. � O � (6) notify the govemmental entity in wiring �y certified mail or personal delivery, �vithin Cen (10) days after the person kne�$'or should have known, of any change that materially affects the provision of covera��e of any person providing services on the project; and . (7) contractually require each person with �vl� m it contracts, to perform as required•by paragraphs (1) -(7), �vith the certificates �f coverage to be provided to the person for whom they are providing services. i. � L""1 �� !�`J � � [!J 0 � � [�J � k j. By signing this contract or providing or causi�g to be provided a certificate of coverage, the contractor is representing to the governmental entiry that all employees of the contractor who will provide services on the p��ject will be covered by worker's compensation coverage for the duration of the°�roject, that the coverage will be based on proper reporting of classification codes and pa oll amounts, and that all coverage agreements will be filed �vith the appropriate insurance carrier or, in the case of a self insured, with the commission's Division of Self-Insurance Regulation. Providing false or misleading information may subject the contractor 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 breach within ten days after receipt of notice of y„ breach from the governmental entity. .� ;; B. The contractor shall post a notice on each project site informing all persons providing services on the , project Chat they are required to be covered, and stating ho�v a person may verify current covera�e and 'report failure to provide coverage, This notice does not sat"isfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Compensation Commission rules. This notice must be printed with a title in at least"30 point ti�old type and text in at least 19 point normal ." ty'pe, and.�hall be in both English and Spanish and any oth�r language cc�mmon to�the worker �� population. "The text for the notices shall be the following text, without any additional words or � changes: . � "REQUIRED WORKER'S COMPENSATION C(JV�R.AGE" � 'The law requires•that each person working on this site or p�oviding services related to this copstruction pioject must be covered by worker" compensation insurance. This includes persons providing, hauling or delivering equipment or materials, or providin� labor oc�,�ansportation or other service related to the '� project, regardless of the identity of their employer or status as an employee". i Call the Texas Worker's Compensation Commission at 51�-440-3789 to receive information on fhe i� legal requirement for coverage, to verify whether your employer has provided the required coverage, `' or to report an employer's failure to provide coverage". �; � .p 15. NON�DISCRIMIPIATION: The contractor shall not discr'iminate against any person or persons because of sex, race, religion, color, or national origin and�shall comply with the provisions of City Ordinance 7278, as amended by City Ordinance 7400 (Fort Worth City Code Sections 13A-21 through 13A-29), prohibiting discrimination in employment practi�:es. 16. AGE DISCRIMINATION:, In accordance with the policy� ("Policy") of the Executive Branch of the federal government, contractor covenarits that neither it no"`r any of its officers, members, agents, or employees, will engage in performing this contract, shall, �� connection with the employment, advancement or discharge of employees or in connection �`vith the terms, conditions or privileges of their employment, discriminate against person because of their age except on the basis of a bona fide occupational qualiFcation, retirement plan or statutory rec�irement. ��U"�I��QL� GSIS�O� US� �Q� ��USI51�i=�1I�S U �a V� Ce�Y U U9 �UfNo�` � � � � � � � � � ' �- � � � � � � � � � :, n � � . � Contractor fiirther coveuants that neither it nor its office �s, members, a?ents, or employees, or person acting on their behalf, shall specify, in solicitations or ac�vertisements for employees to work on this Contract, a maximum age limit for such employment un'less the specified ma;cimum age limit is based upon a bona fide occupational qualification, retirement p�lan or statutory requirement. Coutractor warrants it wili fully comply with the Polic$��and �vill defend, indemnify and hold Ciry �harntless against any and all claims or allegations asserted by third parties a�ainst City arising out of Contractor's alleged failure to comply with the above re�'erenced Policy concerning a�e discrimination in the performance of this Contract. . 17. DISCI2IMINATION DUE TO DISABILITY: In accordance with the provisions of the Americans with Disabilities Act of 1990 ("ADA"), Contractor �varr'ants that it will not unla�vfully discriminate on the basis of disability in the provision of services to the general public, nor in the availability, terms and/or conditions of employment for appiicants for emgloyment with, or current employees of Contractor. Contractor warrants it will fully comply wit�} ADA'sprovisions and any other applicable federal state and local laws concerning disability an¢ w�l1 defend indemnify and hold City harmless a�ainst any claims or allegations asserted by third parti�s against City arising out of Contcactor's . alleged failure to comply with the above-referenced la«7� concerning.disability discrimination in the performance of this Contract. ' Revised March 15, 1996 �[ i . � x . � _ . ��. �� F �[��OC�O�� ?C��UQ� �0� �� o �GG��19 ��o � � 3ri .� CITY OF FORT `VORTH HIGHWAY CONTRUCTION PREVAILING W�GE RA.T� FOR 1999 r CLASSIFACTION HOURLY RATE � � AIIZ TOOL OPERATOR ASPHALT RAKER ASPHALT SHOVELER BATCHING PLANT WEIGHER CARPENTER CONCRETE FINISHER-PAVING CONCRETE FINISHER-STRUCTURES CONCRETE RUBBER ELECTRICIAN FLAGGER FORM BUII.DER-STRUCTURES FORM LINER-PAVING & CURB FORM SETTER-PAVING & CURB FORM SETI'ER-STR.UCTURES LABORER-COMMOI�I LABORER-U'I ILITY MECHANIC OILER SERVICER PAIIVTER-STRUCTURES PIPE LAYER BLASTER ASPHALT DISTRIBUTOR OPERATOR ASHPALT PAVING MACHINE BROOM OR SWEEPER OPER.ATOR BULLDOZER CONCRETE CUR.ING MA.CHINE CONCRETE FINISHING MACHINE CONCRETE PAV]NG JOINT MACHINE CONCRETE PAVING JOINT SEALER CONCRETE PAVING SAW CONCRETE PAVING SPREADER SLIPFORM MACHINE OPER.A.TOR CRANE, CLAMSHELL, BACKHOE, DERRICK, DR.AGLTNE, SHOVEL FOUNDATION DRILL OPER.ATOR CRAWLER MOUNT'ED FOUNDATION DRILL OPERA.TOR TRUCK MOUNTED FRONG END LOADER MILLING MACHINE OPERATOR MLXER MOTOR GRADER OPERATOR FINE GRADE MOTOR GRADE OPERATOR $9.00 9.55 8.80 11.51 10.30 10.50 9.83 8.84 15.37 7.55 9.83 9.00 9.24 9.09 732 8.94 12.68 10.17 9.41 11.00 8.98 11.50 10.29 10.30 8.72 10.74 9.25 11.13 10,42 9.00 10.39 10.50 9.92 11.04 10.00 11.83 9.96 8.62 10.30 11.97 10.96 '�_:��'��G��i� V-;I��U`�� '':��ti`ur ��'� °?��( ��o G�ti�;,�;�p q�o � � r� � �. ti.. �, r„�. CITY OF FORT `VORTH HIGHWAY CONTRUCTION PREVAILING WAGE RATE FOR 1999 CLASSIFACTION PAVEMENT MARICING MACHINE ROLLER, STEEL WHEEL PLANT-MIX PAVEMENTS ROLLER, STEEL WHEEL OTHER FLATWHEEL OR TAMPING ROLLER, PNEUMATIC, SELF-PROPELLED SCRAPER SCRAPER TRACTOR-CR.AWLER TYPE TRACTOR-PNEUMATIC TRAVELING MIXER WAGON-DRILL, BORING MACHINE REINFORCING STEEL SETTER PAVING REINFORCING STEEL SETTER STRUCTURES STEEL WORKER-STRUCI'UItAL, SPREADER BOX OPERATOR WORK ZONE BARRICADE TRUCK DRNER-SINGLE AXLE LIGHT TRUCK DRIVER-SiNGLE AXI,E HEAVY TRUCK DRNER-TANDEM AXLE SEMI TRAILER TRUCK DRIVER-LOWBOY/FLOAT TRUCK DRNER-TRANSIT MIX TRUCK DRNER-WINCH VIBRATOR OPERATOR-HAND TYPE WELDER � � �� . 2 HOURI�Y 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 10.00 732 8.965 9.02 , 8.77 10.44 9.47 9.00 7.32 11.57 a � J��I��U'; ��:� G.'��J�� ,'� c�� G?�G��l � !�`�' �JG_'l�o ��o � , �, , � city of Fort wortn Minority and Women Business Enterprise Specifications r SPECIAL INSTRUCTIONS FOR BIDDERS � � APPLICATION OF POLICY If the total dollar:value�of the contract is a25,000 0� more� the M/WBE goal is applicable. If the total dollar value of the contract is less than 525,000, the M/V1fBE goal is not applicable: � - POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority/Women Business Ente�prises (M/WBE) in the procurement of all goods and services to the City on a contractual basis. The objective of the Policy is to increase the use of M/WBE firms to a level comparable to the availability of M/WBEs that provide goods and services directly or indirectly to the City. � �.� M/WBE PROJECT GOALS ' The City's MBE/VVBE goal on this project is I� % of the base bid value of the contract. COMPLIANCE TO BID SPECIFICATIONS .� On City contracts of $25,000 or more, bidders are required to comply with the intent of the City's MlWBE Ordinance by either of the following: � 1. Meet or exceed the above stated MNVBE goal, or; 2. Good Faith Effort documentation, or; -.. 3. Waiver documentation. � SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. � 1. MM/BE Utilization Form: ..-- � r � � 2. Prime Contractor Waiver Form: 3. Good Faith Effo�t Form: received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. �eceived by 5:00 p.m., fve (5) City business days after the bid opening date, exclusive of the bid opening date. �FAILURE TO COMPLY WITH THE CITY'S M/WBE ORDINANCE� WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATI(1NS Any questions, please contact the M/V1lBE Office at (81T) 871-6104. _,�V�,�s��j��Ol��ti� G"�(C�°�� r�"'� r"��' � ''� Ini=�1 c�� „e t� u � � u ��, ��Lr�'['�iG��9 �[��o Rev. 6l2/98 � , � r �. r ;.•, ATTACHMENT 1A , Page 1 of 2 '"" Cit�y of Fort Worth Minority and Women Business Enterprise Specifications MBE/WBE UTILIZATION ��ti��---� ! .�° ��>r; r �� , -t c �� :Tv c . � � l � ��-(,24Z; � PRIME OMPANY ME � BID DAT � � �; �-�k Vl ,� ( _ ��.L�n:.r c�_ ((`%,�,�, ,��r��:� �- ��? � -�5� `I , 3 •- DU��9� i l/��;�a�l� �% PROJECT NAME �,� � PROJECT NUMBER � � CITI"S A1/1'V[3E PROJECi' GOAL: � �M/WI3E PERCENTACEACHIEVED: Failure to complete this form, in its entirety with supporting documentation, and �eceived by the Managing Department ""' on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non-responsive to bid specifications. The undersigned bidder agrees to enter into a formal agreement with the MBE and/or WBE firms for work listed in this � schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional andlor knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered � non-responsive to specifications. �.,., Company Name, Contact Name, Certified Specify All Contracting Specify All Items to be Dollar Amount ,�, Address, and Telephone No. � Scope of Work (•) ' Supplied(") �,� Q f, > . . . � oo d � U X � N �"' 2 ~ _ . 1� � 1 // ..._. CC�'FL'lCl'�C�.C: `.)CGh�j�-\'?IOV'i'% �,� � _�.'� ��y L� - �; c_ks c�t_, �.. _:r��_t<,%.s�,::i�.—r-Z��_L� _._ 4��1-�liq-�GI�?a _� —_T= � 1`I - qa-fn - 8"b7 � --. - . �_,.�e.�..--- .-, r, Cur�7 � �v�"CCr �f�U�;i 5; cQ��,::al << I� e, l l e y. t�, I�f c l � i,� r.,', r r c,v,n� L'.� r �J �4�.r-!� c c- (� �' �. Dc':ve�, S , e�ie•..c:c.��L � � ��e� � wti,e<>I��,�„�- ` �. �, P I ��c l2�".Pt' —, � M/WBEs must be located in the 9(nine) county marketplace or curre�tly doinq business in the marketplace at the Mme of 1�dg i;:, ;i i4�r�:,r�,' l s � - � • '_ I 2�.u�l+;LS UeIS\:C � (') Specify all areas in which MWBE's a�e to be utilized andlor items to be supplied: "�,I 'r:�l=��1�� (') A complete listing of items to be supplied is required in order to receive credit toward the M/WBE goaL � ('•) Identify each Tier level. Tier: Means the level of subco�tracting below the prime contractor/consultani, i.e., a direct paymerr. from the prime cont�actor to a subcontractor is considered 1" tier, a payment by a subcontractor to � I its supplier is considered 2^° tier. THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID '" OPENING, EXCLUSIVE OF THE BID OPENING DATE Rev. 6l2/98 Pages 1 and 2 of Attachment 1A must be received by the Managing Department :�'��, �_, r d,.. . city of Fort wortn Minority and Women Business Enterprise Specifications MBENVBE UTILIZATION Company Name, Contact Name, Certified Specify All Contracting Specify All Items to be Address� and Telephone No. Scope of Work (•) Supplied(•) ,r; cai a o ' u � � o dd _ � � rn �- r,,, The bidder further agrees to provide� directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors� including 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 �les held by their company that will substantiate the actual work performed by the MBE(s) and/or WBE(s) on this contract, by an authorized officer or ' employee of the City. Any intentional and/or knowing mis�epresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) yeats and for initiating action under Federal, State or Local laws conce�ning false statements. Any failu�e 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. � � ALL MBE and B s MUST BE CERTIFIED BY THE CITY BEFORE CONTRACT AWARD , ,�� ; , , /� �f f %% 1 � r � �E' ��`�--+ G � �,; Authorize Signatur� Printed Signature � C �� , �! �',;,.. -� i' P �c � r � �`n,-: E_ 7Gc'�FS Title ' Contact Nam��nd Title (�F different) � , >c,_:��.,, � �.l ��%c � ,;...�, �.�.� �,-�c . ,� � ?� .t,-7�J- ,S J"7 -7 Company Name ' Telephone Number (s) �� (�, _ ��oX �� 7 � ;�� `7 ,'�7 l- l��? � ATTACHMENT 1A `;'' Page 2 of 2 � Dollar Amount � ,�F� 7��' Sr c �y; YE Address Fax Number �� I.IF, , �� X .1(r ��1 ; �r�u; . 13 �O7i7� ------�. City/StatelZip Cdde Date J ' �i � �� ^� r e c%cl�� co�� _��,�� _r�?�'�r rf ;,^r�f'�G1r"�7 . �� THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSIt-ESS DAYS AFTER BID OPENING, EXCLUSIVE OF THE BID OPENING DATE Rev. 6/?198 Pages 1 and 2 of Attachment 1A must be received by the Managi�g Depa�tment :�.� ATTACHMENT16 Page 1 of 1 Cit�y of Fort Worth Minority and Women Business Enterprise Specifications '� Prime Contractor Waiver �.,2t��,��--�� -�� ;r� c , ,�•��'' �-�-�'� F-� t�� AL� (�� C � �c� � ��'7%z � P�ime Company Name �' 1 Project Name � � '��„4� � i 1> �-��:�'�%2% �'„> `r � -/�-'� �i' -:� ��,��C- �r C� Bid Op��ing Date � Project Number T v If both answers to this form are YES, do not complete ATTACHMENT 1C(Good Faith Effort Form). . All questions on this form must be completed and a detailed explanatio� p�ovided, 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. Failure fo complete'tHis `forrn .in its entirety and be received by`:the�Mana;panp Department on or before 5:00 p.rti:; five`(5) Citv business days after bid oneninq, ezclusive of the bid opening date; will result in the bid being considered non-responsive to bid specifications.. „. .., Will you perform this entire contract without subcontractors? 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 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 you� normal business practice and provide an inventory profile of you� business. `"" The bidder further agrees to provide, directly to the City upon �equest, complete and accurate �information regarding actual work performed by all subcontractors,� including MBE(s) and/or � WBE(sj on this contract, the payment therefore and any proposed changes to the original MBE(s) �- and/or WBE (s) arrangements submitted with this bid. The bidder also agrees to allow an audit andlor examination of any books, records and files held by their company that will substantiate �` the actual work performed by the MBE(s) and/or WBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrep�esentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State o� Local laws conce�ning false statemertts. Any failure to comply with this ordinance and creates a material breach of contract may result in a M� dete�mination of an irresponsible offeror and barred from participating in City work for a period of time not less than one (1) year. f.. r y� �� . ..� � Authorized Signature E �� { � � ,� �� :.�`�_ _. Title �_ I l � L .,� `t �=�N� �t �� ;i' � r�. c: ,� r�' ._I,,, �' Company Name � 1�f;- 11>f�X l�l:) Address , �� ,�i� il ( l �` ; ),A, Lc� Printed Signature �-// � (/` �.! ' ' � ! /' , �?C{,f 2° � K 7`.'/�i'T'�rl /��f�, ✓e Contact'Mame (if ifferent) � �- �4 l 1- � �`i i.�7 ._7 Contact Telephone Number (s) ��l J� '� % �� 1��'> Z� Fax Number Authorized Signature C��„N zny Name � ,;: :, _; �� J�=;.�� _. _. �� -: I p U C�'�LS��.•Ui� I��i� Rev. 6/2/98 I�`�a �''G,��J� �C� �. . r cify of Fort wortn Minoriiy and Women Business Enterprise GOOD FAITH EFFORT �.�_ � c.ti�-rti� ��-- �'�'��,`c�-r�, -� �, c . '' Prime Company Name � . �-� ��'1 �L (�� F� t � L-��r ��c-n(!�-.� . Project Name ( � r �. : r �� . ATTACHMENT1C Page 1 of 3 �--�lD.- �l , l l> . ��rZ17,� Bi� Date � (=-- ; ��' � �,y�� -3D, � �ac��U� Project Number If you have'failed to secure M/V1fBE participation and you have subcontracting and/o� supplier opportunities or ifI your M/WBE participation is less than the City's project goal, you must co.mplete this fo�m. I � If the bidder's method of compliance with the M/WBE goal is based upon demonstration of a "good faith effort", the bidder will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 6 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation the facts or intentional discrimination by the bidder. Failure to com`plete :.this form, in its entiret with' su " - ' y pporting documentation, and received by the; - _ , Managi�g Depa�finent�on. o.r:before-5 00 p-m: five �5) City business days affer tiid opening, exclusive of tiid, openin� date, will �result in the b%d'being considered non responsive to tiid specificatio:ns. 1.) Please list each and every subcontracting and/or supplier opportunity (DO NOT LIST 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: � .� , w.. � .�- � � Subcontractinq Opportunities List of: Supplier Opportunities � ��"0��:� G'�r�GG�@ r�� U�-�; l �( �IS�:: U•�� E � �0 17�'1Lyl GIIIIy Ill;��o ATTACHMENT 1C 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 mo�e than 3 months old from the date of bid opening. �Yes No Date of Listing I� / /(_�' ��L 3.) 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 mail, exclusive of the day the bids are opened? �Yes If yes� attach M/WBE mail listing to include name of firm and address and a dated 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 M/WBE firm, erson contacted, `�( No phone number and date and time of contact. NOTE: A facsimile 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/WBE name, date, time, fax number and documentation faxed. NOTE: If a SIC list of M/WBE is ten or less, the bidder must contact the entire list to be in compliance with �-- questio�s 3 and'.4. If,.�a sic.list of M/WBE-is mo;re than ten, the bidder must contact at least two-thirds of the list but not=less than ten to be:in compliance with questions 3 and 4: 5.) Did you provide plans and specifications to potential M/WBEs or information regarding the location of plans and specifications in order to assist the M/VYBEs? r � � .... Yes �No 6.) If M/WBE bids were received and �ejected� you must: (1) List the M/WBE firms and the reason(s) for rejection (i.e., quotation not commercially reasonable, qualifications� etc.) and (2) Attach affidavit andlor documentation to support the reason(s) listed below (i.e.. letters, memos, bids, telephone calls, meetings� etc.) (P/ease use addifiona/ sheets. !t necessary� and atta�h.) Company Name Telephone Contact Person Scope of Work Reason for Rejection ;''��1.��1��:��1� �"��L'JI�� I Il�,li��'j l��lf -Uj�IVNUc. U � l� � C�� '�S' s�r � � li I� ��___. �J Vc �'i��J �� I.., o �, ,. , � ATTACHMENT1C Page 3 of 3 � ADDITIONAL INFORMATION: . � � .-, f r . �- Please provide additional information you feel will further explain you� good and honest efforts to obtain M/WBE participation on this project. The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The bidder also agrees to allow an audit andlor examination of any books, records and files held by their company ihat will substantiaie the actual work performed on this cont�act, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the cont�act or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work for a.period of time not less than one (1) year. The undersigned certifies that the information provided and the M/WBE(s) I'isted was/were contacted in good faith.' It is' understood that any M/WBE(s) listed in Attachment 1C will be contacted and the reasons for not using them will be verified by the City's M/WBE Office. . • � - � � � Yli l.i n' � � �C �� t _,�. ��-E,.,,t., Autho�ize Signature P�inted Signatu�e __ � {..)( i�� C!C_�-�`� Title y ��-ti`�'�-c,�, ..� �.1�"f�,C�C.,.�``1'r`� .S r�L . Company Name i � �' C� l�> �, � (� � 1 . Address � �� }`�t'1�fl�- iK �7(��`�{ City/State2ip ' T � / �l d l �.� ) ( C° jc„ � t'"✓ ,� : �r�>'E�: fs '��r'�' � : / Contact fYart�e and Tit� (if differentj � iSl I" 'il��" J� � � Telephone Number(s) � I l> >, I�! ' (� �i�)O Fax Number � � - I �� r� /'7_.�Z' Date � , _ __ _.� �::''�'U�1'��`:�- �'��@ � '` '� � l `u ��'�; G��i�Q�l ; �o �F'�:; �'.��I, �ly " � � , - - -.� 0 P R O P O S A L TO: IvIlt. BOB TERRELL Fort Worth, Texas City Manaqer Fort Worth, Texas FOR: H.M.A.C. SURFACE OVERLAY (2000-2) AT VARIOUS LOCATIONS PROJECT NO. GS93-020930522060 Pursuant to the £oregoing "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 �he inspection and approval of the Director of the Department of Engineering of 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 bidd.ing on and awarding the contract. 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 WZTH BID UNIT ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE S.P. 1 2 Ea. Project Designation Sign @ Two-Hundred Dollars & No Cents Per Ea. $ 200.00 S.P. 2 Lump Sum Utility Adjustment @ Six-Thousand Dollars � No Cents Per L.S. $ 6,000.00 406 3 55 Ea. Manhole Adjustment @ 450 Two-Hundred and Fifty Dollars & S.P. No Cents Per Ea. $ 250.00 406 4 40 Ea. Water Valve Boxes Adjustment @ 450 Two-Hundred Dollars & S.P. No Cents Per Ea. $ 200.00 S.P. 5 3 Ea. Wate= Meter Boxes Adjustment @ Thirty-Five Dollars � No Cents Per Ea. $ 35.00 TOTAL AMOUNT BID $ 400.00 $ 6,000.00 $13,750.00 $ 8,000.00 $ 105.00 , p-1 �,�;;'!��G�L� U'_'�'�^Jc'� �� Ur � 15��o�W U U�o �v I:'GUII� ��o �I� � $PEC PAY APPROX. DESCRIPTION OF ITEMS WITH BIDUNIT TOTAL ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID 104 6 2;60Q L.F. Removal and Replacement of 502 Concrete Curb and Gutter @ g,p, �(,��;�,,.;�. Dollars � �(; v Cents Per L. F. $/�J . l`Z' $�/ i�/C�"G' . lg�' r 700 S.Y. Removal and Replacement of 6" Concre e Driveway @ :�,�q� - (�;N�-S� Dollars & fvv Cents Per S.Y. $ N�• G`Z% $�1i yC'C�-d�� 100 S.Y. Removal and Replacement of 4" Concrete S,i.dewalks @ � �(�,,,�� . ��;-��;� Dollars � l� i�� Cents Per S. Y. $<�]`1 ,(;`�,� $ 7��1 GC; . ��T', 200 C.Y. Removal and Replacement of / H.M.A.C. Pavement and Base (Base Repair) @ �', ,�%��,] - ��.,,�;_,� ; Dollars & l)n;�,� Cents Per C.Y. $,Sf�� '"�' $ ��i' AIGZ>. �`-Z.' - 104 7 504 '" S.P. 104 8 504 ," S.P. . 300 9 304 312 S.P. a 208 10 100 C.Y. Graded Crushed Stones @ S.P. c�•�,�r,�z Dollars � � (? � Cents Per C . Y . $ ��`' • G�' $ ;� /Z'Z' 2�`"� � S.P. 11 50,200 L.F. Wedge Milling 2" to 0" Depth 5.0' Wide @ A,y (� Dollars � v� ��ti,,_i-�-,,_, Cents Per L. F. $ ' l � $ '`�<�7 � !1�- �' � � S.P. 12 40 Ea. But Joint-Mille @ i � ��;�. �t,,.,,`�;�u Dollars � /� (� Cents Per Ea. $ . � L'7% - G°"�' $ / � l`t�7% -l�, 300 13 300 Ton H.I�.A.C. Level-Up @ 312 �,,.�.;�,�,, . ��(,' Dollars � A? (j ` Cents Per Ton $ �`�L� � i°-C $% C r�'l' �1 l�' � 312 14 86,2Q0 S.Y. 2" H.M.A.C. Surface Course 313 (TYP� ��D�� MiX� @ g,p, �,�,�` Dollars & , `<.; �'y� Cents Per 3.Y. $ -_3 " -� �� $. �r`�l `Ifr��-l'rG' / 104 15 100 S.Y. Removal 6 Replacement of 7" 314 Concr te ValTey Guttier @ S . P . �`�I� �� ,,,�e.. Dollars & ` �C �y Cents Per S . Y . $ . � � �� r� $ �� , 314 16 61 S.Y. New 7'��Conarete Valley Gutter @ g,p, ��, Dollars & ,��} j�`� cents Per s.Y. S �5�1. ��? S,3 n�'� .��; � Pr2 ��GD��G�� L�C��°?D �u � 11J C'�+� 4N�W U fs� �l�V'�1C�R�'I �i(�(_ 4.� r- SPEC PAY APPROX. ITEM ITEM QUANTITY 104 17 25 S.Y. 505 S.P. 402 18 800 I,.F. 500 620 S.P. 502 19 200 L.F. 504 20 20 S.Y. 214 21 6,800 S.Y. S.P. 214 22 110 Ton S.P. 23 5 Ea. 106 24 100 C.Y. S.P. S.P. 25 5000 S.Y. DESCRIPTION OF ITEMS WITH BIDUNIT TOTAL PRICES WRITTEN IN WORDS PRICE AMOUNT BID Standard 4" Reinforced Concrete Whe�lchair Ramps @ _{ti Dollars & �(!�� Cents Per S.Y. $ ��' ., �""�' S l a 7r -L"i.% i 6" PVC Perforated Pipe Subdrain @ � �,,.�L Dollars & ,�; �r-�, cents Per z. F. S 1� lt��- S'� .�z c-z; . c� .f.� New�Concrete Curb and Gu�ter @ �, -;;,;,�,�e,t, ., Dollars & �f �� Cents Per L. F. $ �`7 L�'�:' New 4" Concrete Sidewalk @ �`,�� :tt Dollars & �; (?� Cents Per S.Y. $ ,3> °�� 8" Pavement Pulverization @ ` Dollars & ( 1n .�' �j , � Cents Per S . Y . $ �� 3 i) C ent @ (�� ,� Dollars & j�) � Cents Per Ton $//CJ • G"l� Remobilization @ Five Hundred Dollars & No Cents Per Ea. S 500.00 Unclassified Street Excavation ,, �1,,,.� Dollars & /L� G� Cents Per C. Y. $% �' �'2' 2" Surface Milling @ �`�,G,,,--�� Dollars & /� U Cents Per S. Y. $�.� Z' TOTAL BID S � �I L`F.� � ��'��- s 7c��c � ��;: S� �i�tD- 0�' s ia i c c� ��T $ 2,500.00 $ � CZ'� •-c'2, ! $ /�' �'�' -�'Z' $ �`>� � v2 � 5 - 0 L� � � � � � �"�f�O�G�i�� G'C�CJ�D P-3 �::6�1�r ��..�,U��Ivnl,��U ��o �i��C'��a �[��30 l_J A 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. Al1 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. � r 6 s The undersigned agrees to complete all work covered by these contract documents within Seventy (70) 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 , 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 even� 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) Res ect ully submitted ��i`�'�M, `T ��..-Ci>�C-i ��`_'c�' ---�E�L��,. i sy: �%'�° ,t �. �.v ,r ,��,I�� Aaaress: P�� o� (�-�� --KnLl�r iX �(ca�f� L 0 (seal� Date: �ti, • 1"?i �b�77) -1 � , Telephone : � ( �1- �v � �1- �,� 7 � P-4 "�'��r��l� G`��!L�' �� 0�'ll � ��rG� � ° �� I�o �� G'l�l, ��o , � � r.� �� VENDOR COMPLIANCE TO STATE LAW The 1985 Session of the Texas Legislature passed House Bill 620 relative to the award of contracts to non-resident bidders. This law provides that, in order to be awarded a contract as a low bidder, non-resident bidders (out-of-state contractors whose corporate offices or principal place 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 bidder in order to obtain a comparable contract in the state in which the non-resident's principal place of business is located. The appropriate blanks in Section A must be filled out by all out-of-state or non-resident bidders in order for your bid to meet specifications. The failure of out-of-state or non-resident contractors to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Non-resident vendors in (give state), our principal place � of business, are required to be percent lower than resident bidders by state law. A copy of the statute is attached. Non-resident vendors in (give state), our principal place of business are not required to underbid resident bidders. � B. Our principal place of business or corporate offices are in the State of Texas. � Bidder: �' c� i i� Tw-t�v, . C �L�� f';f' , r� P`-> ��,1 C_ Company � � � � _�, i?7,�, y: �'"1. d Address L�/� C� f r ICl(1 � . )v.:� -�, �.__ By (Please Print) /./,/��,r�l �F` :(' ��°�Y�f',�'-iv Signature L�. �f � � � 1.�f'ti� i Y. ' 1�c�"_�f�I �i�� f`��`; r.�yti�. � City/State/Zip Title (Please Print) _.-.:..� .� - .� ��;��i��O�OG�� 'L��C�� ' �` �� G�G�G�� . THIS FORM MUST BE RETURN�� 1NITH YOUR C�QJ�4T10� i��57. ;�;� ��.�'��9 ��, � :..� ..�_ � �� r CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS DEPARTMENT SPECIAL PROVISIONS FOR: H.M.A.C. SURFACE OVERI�P►Y (2000-2) AT VARIOUS LOCATIONS PROJECT NO. GS93-020930522060 ("' 1. SCOPE OF WORK: The work covered by these details and specifications � consists of the surface rehabilitation of existing pavement. Including the addition of a new surface layer of H.M.A.C. as described in the Special �. Provision of these specifications. 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. L f� The contractor is encouraged to conduct site visits and 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. All short cul-de-sac streets and turnouts that intersect with a street listed above shall be included in this contract, even though they may not be listed due to their size. The contractor shall mill, clean, apply tack � coat, overlay and adjust facilities. �- Included, in addition to the resurfacing process, will be the removal (only) of all traffic buttons, removal and replacement of concrete curb and gutter, base repair, and all other miscellaneous items of construction to be performed as outlined in these specifications which are necessary to satisfactorily complete the work. �r., Total quantities given in the bid proposal may not reflect actual � quantities, but represent the best accuracy based on a reasonable effort of investigation; however, they are given for the purpose of bidding on and awarding the contract. � 2. Contract will be awarded to the lowest responsible and responsive bidder. 3. 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 r. Specification for Construction of the City of Fort Worth, Texas. '�. 4. 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. � � 5. This contract and project are governed by the two following published SP-1 , ,.:_ . _fi ; �.I �^:�^I Ir`,� I i �'i'"�,!�J�`c'`; �_L5`;�u,.Lv ��:UU U C��'Uu}LIIWINU �� Uu�I;�U'+�Ullg ��Wa � � specifications, except as modified by these Special Provisions: �^ STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION-CITY OF FORT WORTH 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 Worth, 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. 6. Bidders shall not separate, detach or remove any portion, segment or sheets from the contract documents at any time. Failure to bid or fully 4,, 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. � 7. The Contractor shall be responsible for defects in this project due to faulty materials and workmanship, or both, for a period of one (1) years 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. 8. 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 871-6075), to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above referenced manual and such temporary sign must be installed prior to the �,,,, removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in place until the temporary sign �, requirements are met. When construction work is completed to the extent that the permanent sign can be 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. � L,.' \ sP-2 ��;��G��'G�G�� 'L��GU�'� ':: ��'b' c�[�'� �i ` � �'�'� C°� ��'��1➢ V��{o � � The Contractor shall limit his work within one continuous lane of traffic at a time to minimize interruption to the flow of traffic. 9. PAYMENTa The Contractor will receive bi-weekly payment (minus 5� . retainage) from the City for all work for each pay period. Payment of the remaining amount shall be made with the final payment, and upon acceptance �"' of the project. 10. 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 cor=ect 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. � 11. 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". 12. 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 i... intends to dispose of such material. Contractor shall not dispose of such material until the proposed sites have been determined by the Administra- 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 necessaxy 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 � SP-3 L"J ��:i��'��1^�S U�_LS��(iJ'��I �� G'� G��`i�Q� �uo ��;G�_'��la ��, _... _..___ .............`i� ."f��i-ii'___ - J 1 � that the site is not in a known flood plain or by a Flood Plain Eill � 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 r materials in accordance with the Ordinance of the City and this section. 13. Dusing 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. 14. 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. r 15. PROPERTY ACCESS: Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer. 16. CONSTR[3CTION SCHEDULE: It shall be the responsibility of the Contractor to furnish the Construction Engineer, prior to construction, a schedule outlining the anticipated time each phase of construction will begin and be completed, including sufficient time being allowed for cleanup. 17. 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 --UNLAWFtTL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH 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 necessary 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. T The notifying department shall maintain an accurate log of all such ly,� calls to TU Electric Service Company, and shall record action taken in each case. � � Sp—� :.Ur«�� b��`��C�� " 4� :�. ��;`�' �� G?��Q� �Ll U �� ,��'�r'��s ��'-- � � r � i... (4) 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. (5) No person shall work within six feet of a high voltage line without protection having been taken as outlined in Paragraph (3). 18. 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 th , e r. 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 shall have access during normal working hours to all appropriate work space, in order to conduct audits in compliance with the provisions of this article. City shall give subcontractor reasonable advance notice of intended audits. CONSTRUCTION �: The City of Fort Worth maintains a"CONFINED SPACE ENTRY PROGi2AM" for its employees and all contractors and their sub-contractors must comply with � this program as a condition of the contract. Al1 active sewer manholes, �. . regardless of depth, are defined as "permit required confined spaces". Contractors will be required to complete the "CONFINED SPACE ENTRY PERMIT" � used by the Fort Worth Water Department (Field Operations Division) for each entry and possess and use the equipment necessary to comply with this � program. The cost of complying with this program will be considered subsidiary to the pay items involving work in confined spaces (e.g. vacuum testing, cleaning, televising, construction, etc.). .__. NON-PAY ITEM NO. 1- SPRINKLING FOR DUST CONTROL: Al1 applicable �" "Sprinkling for � will be made for contract. � �. �—� L 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 sP-s '�J�U��CD%� G'C��C�� 'GD�ti'� ��'GG�L�U�� _�o �� G��9 ��ti � � � NON-PAY ITEM NO. 2- REMOVAL OF TRAFFIC BUTTONS AND TF�ORARY LANE TAPE: All traffic buttons shall be removed from the existing asphalt surface before resurfacing bogins. The contractor shall be responsible for the removal of all buttons. Upon completion of the job the City will install new buttons after proper notification. �..+ The contractor shall also be responsible for all materials, equipment and � labor to place temporary adhesive lane marking tape, at locations as directed by the Construction Engineer, to direct traffic flow until permanent markers are installed. r The contractor shall notify the Construction Engineer to arrange for the replacement of the buttons and adhesive lane markers (arrows, etc.). Al1 costs to the contractor shall be figured as subsidiary to this contract. � NON-PAY ITEM NO. 3- LOCATION AND EXPOSURE OF MANHOLES AND WATER VAL�7ES: The contractor shall be responsible for locating and marking all previously exposed manholes and water valves in each street of this contract before the resurfacing process commences for a particular street. The contractor shall attempt to include the Construction Engineer (if he is available) in the observation and marking activity. In any event a street shall be completely marked a minimum of two (2) workinq days before resurfacing begins on any street. Marking the curbs with paint is a .,,,, recommended procedure. � It shall be the contractors responsibility to notify the utility companies that he has commenced work on the project. As the resurfacing is completed (within same day) the contractor shall locate the covered manholes and valves and expose them for later adjustment. Upon completion of a street �v the contractor shall notify the utilities of this completion and indicate the start of the next one in order for the utilities to adjust facilities accordingly. The following are utility contact persons: � � � � ,,. �, 0 SP-6 '��d ��J�� '� ��V' �[�'� � � " Q�l �t�� '��:'�b, �L�`}�� r �� L.., � �� r � � Company Southwestern Bell Telephone Texas Utilities Lone Star City of Fort Worth, Street Light and Signal Telephone Number 338-6275 336-9411 Ext. 2121 336-8381 Ext. 6982 871-8100 Contact Person "Hot Line" Mr. Roy Kruger Mr. Jim Bennett Mr. Jim Bob Wakefield Of course, under the terms of this contract, the contractor shall complete adjustment of the storm drain and Water Department facilities, one traffic lane at a time within five (5) working days after completinq the laying of proposed H.M.A.C. overlay adjacent to said facilities. Any deviation from the above procedure and allotted working days may result in the shut down of the resurfacing operation by the Construction Engineer. The contractor shall be responsible for all materials, equipment and labor to perform a most accurate job and all costs to the contractor shall be figured subsidiary to this contract. PAY ITEM NO. 1- PROJECT DESZGNATION 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. 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. Sp-� � �� 0�� u�� D ��1( �[�''.:G��JG�1� G�a I�►G��bp ��v .�._ � r 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. 2- 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 r 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 P to make the utility adjustments determined necessary by the 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 " adjusted by the Contractor at the Contractor's expense. The payment to the Contractor for utility adjust�nents shall be the actual cost of the adjustments plus ten percent (10�) to cover the cost of bond and overhead incurred by the Contractor in handling the utility adjust- ' ' ments . PAY ZTEM NO. 3- MANHOLE ADJUSTMENT: This item shall include adjusting the tops of existing manhole to match proposed grade as shovm on the plans, in the detail at the back of this document or as directed by the Engineer. Standard Specification Item ldos. 450 "Adjusting Manholes and Inlets" and 406 "Concrete for Structures" shall apply except as herein modified. The concrete shall be designed 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 dollars liquidated damage will be assessed per each manhole per day. �, Prior to beginning 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 � covers. The contractor shall replace the manhole covers which are damaged ' during construction at no cost to the City. � � sP-s �::�''�'��Q�� '.��°�� C� ��'G�� 1711a 1'�vt�'1'j�lU9 ��•-1 ii u ' � � Included as part of this pay item shall be the application of a p�- cold-applied preformed 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. 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. 4- 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 designed 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. 5- WATER METER BOX ADJUSTMENT: � This item only apply when the adjacent curb and gutter has been determined to be removed and replaced as directed by the Engineer. The adjustment shall include raising or lowering the existing water meter box to the r, proper grade. The unit price pre bid per each will be full compensation for all labor, materials, equipment, tools, and incidentals necessa=y to complete the work. �.. PAY ITEM NO. 6- REMOVAL AND REPLACEMENT OF CONCRETE CURB AND GUTTER: � These provisions require the contractor to remove all failed existing curb and gutter, as designated by the Construction Engineer, and replace with standard concrete curb and gutter, laydown curb and gutter, or in like � kind, as governed by the standard City Specifications. Pay limits for +� laydown curb and gutter are as shown in Drawing No. 5-55 of the Standard Specifications. Included, and figured subsidiary to this unit price, will � SP-9 ' � � �:; ��O��l�f� U`�'��O�U r �� C��cG°? � ° ��f �o �'�� °��U Uy �� be the required excavation into the street to aid in the construction of the curb and gutter. The pay limit will be 9" out from the gutter lip, with same day haul-off of the removed material to a suitable dump site. The street void shall be filled with H.M.A.C. "Type D" mix and compacted to standard City densities and top soil, if needed, shall be added and leveled to grade behind the curb. Existing improvements within the parkway such as water meters, sprinkler system, etc. damaged during construction shall be replaced with same or better at no cost to the City. Backfill for curb and gutter shall be completed within fourteen (14) calendar days from the day of demolition to date of completion. if the contractor fails to complete the work within fourteen (14) calendar days, a$100 dollar liquidated damage will be assessed per block per day. The unit price bid per linear foot shall be full compensation for all materials, labor, equipment and incidentals necessary to complete the work. PAY ITEM NO. 7- 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. 8- 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 �,,, 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. 9- REMOVAL AND REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE: The contractor shall remove all existing deformed H.M.A.C. pavement and/or bad base material that shows surface deterioration and/or complete failure. The Engineer will identify these areas upon which time the contractor will begin work. The failed area shall be saw cut, or other similar means, out of the existing pavement in square or rectangular SP-10 ' ��I��GGw'� G��G�v,�� ,.��'V ��G�C��G�`� �,.. � �� :'�'�, ��ap _ r � r %.. fashion. The side faces shall be cut vertically and all failed and loose material excavated. As a part of the excavation process, all unsatisfactory base material shall be removed, if required, to a depth sufficient to obtain stable sub-base. The total depth of excavation could range from a couple of inches to include the surface-base-some sub-base removal for which the Engineer will select the necessary depth. The remaining good material shall be leveled and uniformly made ready to accept the fill material. All excavated material shall be hauled off site, the same day as excavated, to a suitable dump site. After satisfactory completion of removal as outlined above, the contractor r� shall place the permanent pavement patch, with "Type D" surface mix. This item will always be used even if no base improvements are required. The proposed H.M.A.C. repair shall match the existing pavement section or the depth of the failed material, whichever is greater. However, the patch thickness shall be a minimum of 2 inches. Generally the existing H.M.A.C. � pavement thickness will not exceed 6". Before the patch layers are applied, any loose material, mud and/or water shall be removed. A liquid asphalt tack coat shall be applied to all exposed surfaces. Placement of ^ the surface mix lifts shall not exceed 3 inches with vibrator compactions to follow each lift. Compactions of the mix shall be to standard densities �.., of the City of Fort Worth, made in preparation to accept the recycling process. �,. L� � �. V � All applicable provisions of Standard Specification Item Nos. 300 "Asphalts, Oils, and Emulsions", 304 "Prime Coat", and 312 "Hot-Mix Asphaltic Concrete" shall govern work. The unit price bid per cubic yard shall be full compensation for all materials, labor, equipment and incidentals necessary to complete the work. PAY ITEM NO. 10 - GRADED CRUSHED STONES: This item shall be used to repair the failed base material in areas exceed 8" deep as directed by the Engineer. The material shall be graded crushed stones. 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. PAY ITEM NO. 11 - WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE: 1. Description This item shall consist of milling the existing pavement from the lip of gutter at a depth of 2" and transitioning to match the existing pavement (0" cut) at a minimum width of 5'. The existing pavement to be milled will either be asphalt, concrete, or brick pavement. The removal and disposal of the milled materials shall be as directed by SP-11 , IyII IIII ,�,��`^/�,l o Ivl�r'll Ylv 4L�,1� Jz�(��."(V It1 '��'� ��G�(� ' °�l �� 4��1, �1�, � � � the Engineer. The milled surface shall provide a smooth surface free r from gouges, ridges, oil film, and other imperfections of workmanship and shall have a unifozm textured appearance. In all situations where the existing H.M.A.C. surface contacts the curb face the wedge milling shall include the removal of the existing asphalt covering the gutter up to and along the face of curb. The wedge milling operations for this project will be performed in a continuous manner along both sides of the street. Details of milling locations are at the back of this document. Contractor is required to begin the overlay, within five (5) calendar days from the date of the wedge milling completion of any one street. Should the contractor fail to meet this condition, the wedge milling will be shut down, and liquidated damage of $500.00 per day per street will be assessed until all wedge milled streets are overlayed. The overlay, once begun on a street shall continue uninterrupted until complete. The Contractor shall haul-off the removed material to a suitable dump site. 2. Equipment � The equipment for removing the pavement surface shall be a power �... operated milling machine or other equal or better mechanical means capable of removing, in either one pass or two passes, the necessary � pavement thickness in a five-foot minimum width. The equipment shall be self-propelled with sufficient power, traction and stability to maintain accurate depth of cut and slope. ; The machine shall be equipped with an integral loading and reclaiming �"' means to immediately remove material being cut from the surface of the roadway and discharge the cuttings into a truck, all in one operation. � Adequate back-up equipment (mechanical street sweepers, loaders, water �.. truck, etc.) and personnel will also be provided to keep flying dust to a minimum and to insure that all cuttings are removed from street surface daily. Stockpiling of planed material will not be permitted on � the project site unless designated by the Engineer. The machine shall be equipped with means to control dust created by the cutting action �,,. and shall have a manual system providing for uniformly varying the depth of cut while ttie machine is in motion thereby making it possible to cut flush to all inlets, manholes, or other obstructions within the paved area. The speed of the machine shall be variable in order to leave the desired grid pattern specified under Surface Texture. � The unit price bid per linear feet shall be full compensation for all labor, material, equipment, tools, and incidentals necessary to � complete the work. i , SP-�2 � �;:»��O�c�l�d �?[�C��V�D ;�� ( �� G'i�lP ��o __ � � � PAY ITEM NO. 12 - BUTT JOINTS - MILLED: Description: This item requires the contractor to mill "butt joints" into the existing surface, in association with the wedge milling operation (PAY ITEM NO. 9) �� to the depth and at locations as described below. The but joint will provide a full width transition section, whereby the new overlay shall � maintain constant depth at the point the new overlay is terminated and the new surface elevation matches the existing pavement. The construction activities, performance standards and equipment needed for the butt joints r. milling operations shall be governed by the special provisions of Pay Item No. 9- Wedge Milling. The configuration of the butt joints is described in more detail below. General details of butt joint locations - along with wedge milling in general - are shown in plan form at the back of this document. w Construction Details: Prior to the milling of the butt joints, the contractor shall consult with the construction Engineer for proper location of these joints and verify that the selected limits of the projects street are correct. � The general locations for but joints are at all beginning and ending points of streets listed in the project and as more graphically detailed at the back of this specification book. The joints are also required on „ both sides of al railroad tracks and concrete valley gutters, bridge decks and culverts and all other items which transverse the street and end the � continuity of the asphalt surface. Each butt joint shall be 20 feet long and milled out across the full width of the street section to a tapered depth of 2". This milled area shall be tapered within the 20 feet to a depth from 0" to 2" at a line adjacent to the beginning and ending points � or intermediate transverse items. This butt joint - when overlayed - will consist of a asphalt section that will transition the new overlay to match the existing pavement elevation. The contractor shall provide a temporary wedge of asphalt at all butt joints to provide a smooth ride over the bump. r Measurement and Payment: Butt joints as prescribed above, will be measured by the unit of each butt joint milled. The disposal of excess material involved will not be k„ measured for payment. � Each butt joint-milled, measured as above, complete-in place-in accordance with these specifications, will be paid for at the unit price shown in the proposal for "Butt Joints". The unit price bid per each shall be full compensation for all milling, including material haul-off, tools, labor, � equipment and incidentals necessary to complete the required work. r�. �. ��J SP-13 ��UU"D�G�(rll� G,��151`;UU�D �� Sr�;; U�L517n1US U �o �� r��P ��a �.. � �" PAY ITEM NO. 14 - 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX): All applicable provisions of Standard Specifications, Item Nos. 312 "Hot- Mix Asphaltic Concrete" and 313 "Central Plant Recycling-Asphalt Concrete" shall apply to the construction methods for this portion of the project. � Standard Specification 312.5 (1) shall be revised as follows: The prime coat, tack coat, or the asphaltic mixture shall not be placed unless the � air temperature is fifty (50) degrees Fahrenheit and rising, the tempera- ture being taken in the shade and away from artificial heat. Asphaltic material shall also not be placed when the wind conditions are unsuitable � in the opinion of the Engineer. ' The contractor shall furnish batch design of the proposed hot mix asphaltic concrete for City approval 48 hours prior to placing the H.M.A.C. overlay. The City will provide laboratory control as necessary. :.. The unit price bid per square yard of H.M.A.C. complete and in place, shall be full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work. PAY ITEM NO. 15 - REMOVAL AND REPLACEMENT OF 7" CONCRETE VALLEY GUTTER: �- This item shall include the removal and reconstruction of existing concrete valley gutters at locations to be determined in field: �,,. Removal of existing concrete valley, asphalt pavement, concrete base, curb and gutter, and necessary excavation to install the concrete valley � gutters all shall be subsidiary to this pay item. E�rnishing and placing of 2:27 concrete base and crushed limestone to a depth as directed by the Engineer and necessary asphalt transitions as shown in the concrete valley gutter details, shall be subsidiary to this Pay Item. � See standard specification Item No. 314, "Concrete Pavement", Item 312 "Hot-Mix Asphaltic Concrete", Item No. 104, "Removing Old Concrete", Item � No. 106, "Unclassified Street Excavation" Item No. 208 "Flexible Base." Measurement for final quantities of valley gutter will be by the square yard of concrete pavement and the curb and gutter section will be F.., included. Contractor may substitute 5" non-reinforced (2:27) Concrete Base in lieu of Crushed Stone at no additional cost. See Item 314" Concrete Pavement". ;r Asphalt base material may be required at times as directed by the Engineer to expidite the work at locations idenfified in the field. � The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per square inch. Contractor shall work on one-half of Valley Gutter at a time, and the other half shall be open to traffic. Work shall be completed on each half within seven (7) calendar days. If the contractor fails to complete the work on each half within seven (7) � SP-14 n ��::�U�'J'�: uL=,;s UL;� ;(V (��'ciL '� 0�' �� G?��°I�� _�ua G��J��a,��. � r� L,. calendar days, a$100 dollars liquidated damage will be assessed per each ~' half of valley gutter per day. The unit price bid per square yard for Concrete Valley as shown on the proposal will be full compensation for materials, labor, equipment, tools and incidentals necessazy to complete the work. � � PAY ITEM NO. 16 - NEW 7" CONCRETE VALLEY GUTTER: This item shall include the construction of concrete valley gutters at various locations to be determined in field. Removal of existing, asphalt pavement, concrete base, curb and gutter, and necessary excavation to install the concrete valley gutters all shall be subsidiary to this pay item. Furnishing and placing of 2:27 concrete base and crushed limestone to a depth as directed by the Engineer and necessary � asphalt transitions as shown in the concrete valley gutter details shall be subsidiary to this Pay Item. L� See standard specification Item No. 314, "Concrete Pavement", Item 312 "Hot-Mix Asphaltic Concrete", Item No. 104, "Removing Old Concrete", Item No. 106, "Unclassified Street Excavation" Item No. 208 "Flexible Base." Measurement for final quantities of valley gutter will be by the square ' yard of concrete pavement and the curb and gutter section will be included. Contractor may substitute 5" non-reinforced (2:27) Concrete Base in lieu of Crushed Stone at no additional cost. See Item 314, "Concrete Pavement". � The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per square inch. Contractor shall work on one-half of � Valley gutter at a time, and the other half shall be open to traffic. Work shall be completed on each half within seven (7) calendar days. �.,, �: � L. � If the Contractor fails to complete the work on each half within seven (7) calendar days, a$100 dollars liquidated damage will be assessed per each half of valley gutter per day. The unit price bid per square yard for Concrete Valley as shown on the proposal will be full compensation for materials, labor, equipment, tools and incidentals necessary to complete the work. PAY ITEM NO. 17 - NEW 4" STANDARD WHEELCHAIR RAMP: The Contractor shall construct standard concrete wheelchair ramps as shown on the enclosed details, or as directed by the Engineer. The removal of existing substandard wheelchair ramps and sidewalk as required for the installation of new wheelchair ramps shall be subsidiary to this pay item. The removal and replacement of existing curb and gutter as required for the installation of new wheelchair ramps shall be included in Pay Item 5(Removal and Replacement of Curb and Gutter). Pay limits for SP-15 � ,�=;��;;��;��uG�:� G?�CJG�D � !:��u` �"��G�[� �' f��'� �� l��r�UWp ��Wo � � laydown curb and gutter are as shown in the Standard Pay Limit Detail (WR- � 1). The pay limit will extend from 9" outside the lip of gutter to 15" back from the face of curb. Any asphalt tie-in shall be subsidiary to the curb and gutter pay item. Pay limits £or "Standard Wheelchair Ramp" will start 15" back from the face of curb and encompass the remainder of the ramp and sidewalk. All applicable provision of standard Specifications Item 104 '�Removing Old Concrete" and Item 504 "Concrete Sidewalk Driveways" shall apply except as herein modified. � All concrete flared surface shall be colored with LITHOCHROME color hardener as manufactured by L.M. Scofield Company or equal. The color hardener shall be brick red color and dry-shake type, and shall be used in accordance with manufactures instructions. Concrete stain may be applied after concrete is poured (Product sold by BAER). "Contractor shall provide a colored sample concrete panel of one foot by one foot by three inches dimension, or other dimension approved by the �_ Engineer, meeting the aforementioned specification. The sample, upon approval by the Engineer, shall be the acceptable standard to be applied r- for all construction covered in the scope of this pay item. The method of application shall be by screen, sifter, sieve or other means in order to provide for a uniform color distribution." � r �. � r �. ,. 1 The unit price bid per square yard for 4" standard wheelchair ramp as shown on the proposal will be full compensation for materials, labor, equipment, tools and incidentals necessazy to compete the work. PAY ITEM NO. 18 - 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 (P'VC) with the standard dimensional ration of 35 (SDR35) and meet the ASTM D 1784. Filter fabric shall have the capability 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 mat 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. SP-16 ��,,° , - �+'� r � %�, I��<< m i;��-I��„ G�:i� Ue�'1��It�D �:: ��i ti� c"C�� G��1�1� � !�� ti�`:'�'�'�o �C��o � � r Test Original Physical 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 inch diameter orifice, with flow rate expressed in gal/sq. ft/minute. Breaking load in either machine or cross-machine �„ direction, expressed in pounds. � �.. i� � Equivalent opening size (US Standard sieve no.) "Apparent elongation" at breaking load in either machine or cross-machine direction, expressed as percent. Tex-616-J ASTM Designation: D 1682 grab method G as modified by Tex- -616-J Requirements 4.0 minimum for under drains and Slope Stabilization, 6.0 minimum for Gabions Revetment BO minimum 100 minimum CW-02215, US Army 70 to 100 Corps of Engineers, Civil Works Construction Guide Specification. "Plastic Filter Fabric", November, 1977. ASTM Designation: 100 maximum D 1682 grab method G as modified by Tex -616-J � 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 NO. 21 - 8" PAVEMENT PULVERIZATION: Contractor shall pulverize the existing pavement to a depth of 8". After � pulverization is completed, contractor shall temporary remove and store the 8" deep pulverized material, then cut the base 2" to provide place for the new 2" H.M.A.C. surface. The 2" base cut shall start at a depth of 8" SP-17 �� r�., i n r.:,�� ^.,�� . . ��u' U'J�.� I��I,jl �15�5��`i'i��U �v�l� �� G��IfWUSU (�o I��G��o �[��o , � i, � r r 'µ from the existing pulverized surface. After the undercut operation is completed, contractor shall spread, mix, and compact the pulverized material to a 95� compaction per City's 5tandard Specifications or as directed by the Engineer in the field. A 5% portland cement shall be used to mix the pulverized material. If the existing pavement has a combinata.on of 10" H.M.A.0 and crushed stone/gravel, undercut will not be required, the contractor will pulverize 10" inches, the 2" inch cut will be taken from the 10" pulverized material. (see soil test report) The unit price bid per square yard shall be full compensation for all labor, material, equipment, tools, and incidentals necessary to pulverize, ..- remove and store the pulverized material, undercut the base, mixing, compaction, haul off, sweep, and dispose of the undercut material. The 2" H.M.A.C. surface will be paid by separate item. PAY ITEM NO. 23 - REMOBILIZATION: This item shall compensate the Contractor to remobilize personnel, equipment, supplies, and material to perform an additional work as directed by the Engineer. Remobilization will be considered when concrete "Flat-work" has been completed, personnel and equipments were demobilized, and the street is clean and ready for the overlay. Remobilization shall be determined by the Engineer. Any Remobilization without the approval of the Engineer will not be compensated. The unit price per bid per each will be full compensation for all labor, equipment, material, tools, and all i.ncidentals necessary to complete the work. PAY ITEM NO. 24 - UNCLASSIFIED STREET EXCAVATION: This item will be used if additional excavation is needed that is not covered by Pay Item No. 21 -" 8" PAVEMENT PULVERIZATION". Additional Excavation is the removal of the excessive crown and base to bring the new base to proper grade & City standard specifications for street reconstruction. All applicable provisions of Item 106 shall apply, work shall be paid per cubic yard. PAY ITEM NO. 25 - 2" SURFACE MILLING: � This item shall consist of milling the existing pavement at a depth of 2". � All applicable provisions of Item No. 11 "Wedge Milling" shall apply. The unit price bid per square yard shall be full compensation for all materials, labor, equipment and incidentals necessary to complete the work. � � END OF SECTION SP-18 �. ::� � ,- , - �:. u I�-Ii 1N�" � � v�,i; i��;'�ul=�,:� �,_L�;�U�L �� .�''� c�[�� G?��G�`� i�1�' "\fi1,�;\ ,��j� ��o # � � -- 0 � � CONTR.ACTOR COMPLLANCE WITH WORKER'S COMPENSATION LAW Pursuant to Article 8308-3.23 of Vernon's Annotated Civil Statutes, Contractor, , certifies that it provides worker's compensation insurance coverage for a11 of its employees employed on City of Fort Worth project: , projectnumber, . , Contractor : Title Date STATE OF TEXAS § COUNTY OF TA,RRANT § BEFORE ME, the undersigned authority, on this day personally appeazed , known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act and deed of , for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this , 19 . day of Notary Public in and for the State of Texas (a) Contractor agrees to provide to the Ciry 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 taw. 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•wil( perform work on the project to provide to it a certificate from such subcontractor stating that the subcantractor has a policy of workecs compensation insurance covering each employee omployed on the project. Contractor will not permit any subcontractor to perform work on the project until such certificate has been acquired. Contractor shall provide a copy of all such certificates to the City. � ,�:`r�:;j,�:;�,�� `?��''�'�� ' ��: �� v' �� ° G��1 ��u, C��l�;!�'��1, ��o �� — � - �- - ` - � ``-\ To: City of Fort Worth, Texas Project Name: ProjectNumber: This is to certify that: Address: Comprehensive General Liability Insurance (Public Liability) Blasting Collapse of Buildings or structures adjacent to excavations is at the date of this certificate, insured by this company with respect to the business operations hereinafter described, r for the type of insurance and in accordance with the provisions of the standard policies used by this Company, and further hereinafter described. Exceptions to standard policy noted on reverse side thereof. Tvne ofinsurance � „ . Workecs Compensation r Damage to underground Utilities � � � Builder's Risk Comprehensive Automobile Liability Contractual Liability Date: (Name and Address of Insured) Bodily Injury: Each Occurance: Property Damage: Each Occurence: Each Occurence Each Occurence Each Occurence Bodily Injury Each Person Each Occurence Property Damage Each Occurence Bodily Injury Each Occurence Property Damage Each Occurence $ � $ $ � $ $ � S S Other .ocations covered: Description of operations covered: The above policies either in the body thereof or by appropriate endorsement provide that they may not be changed or cancelled by the insurer in less than five (5) days after the the insured has received written notice of such change or cancellations. Whei+i applicable local laws or regulations require more than five (5) days actual notice of change or canceflation to be assured, the above policies contain such special reguirements, either in the body thereof or by appropriate endorsement theceto .�..�"�' `rn . � . . , � ��-�:i>>�� l Agency � ��i��lf�'�'d�:u ti<��..,u� Fort Worth Agent By: �r�� !��°��9� � �r.a ",.,;1n..t� ;�A I� S?fc'Cy( Address Title: � , � .� , pOLICY NO. EFFECTIVE �XPIRES LIMITS OF Z.IABILITY . ' , List of equipment owned by Bidder thac is in sery��ble condition and a' � vatlable for use � � � '�" Portions of work bidder proposes to sublet in case of qward of Contracts ' mcluding amount and type: .- , � � �:�;�G��t�� ^,� G'�C�C�G?� � �:; D�'u ��G�� G��1 U iln UUU�?,�Ully �ISW� r �' � � . r � � � � � r � `� . . � . � . i �� - - Gist of projects your organization has successfully completed: AMOUNT UF TYPE OF WORK corrrRncr Awnxn � .� , T , DATE NAME AND A,DDRESS ACCEPTED OF OWTIER List of projects your organization is now engaged in completing: AMOUNT OF TYPE OF WORK ANTICIPATED DATE CONTitACT AWARD OF COMPLETION List Surety Bonds in Force on above incomplete work: AMOUNT OF TYPE OF WORK AMOUNT OF BOND corr�ncT Awax� BOND .� \ NAME AND ADDRESS OF OWNER NAME AND ADDRESS OF OWNER � �... ,, �� - �c�� J �� ..,i��' � !�,!. ,��1�� '� 11�'�'7`"� ��i!sVj'� 6 c U .;uu u cls•� � U��ti��"�r.VWo ul5/n1e , _, � n � � � � � � � � � � � � � � � � � � � , � �� G I N v ;��''��' . �� a q , _�„ ia 1'-5" ��i �� i PMS 288 (BLUE) : � i� T �I�T � � ..�,.. ,,a- _, ..� 0 �.�� . • .,,,�� 11;1:, „ ��rt �� PMS 167 (COPPER) � --� w�-- STREE T MA I�1TENANCE PROGRAM � . � � CONTRACTOR' S NAME �- �- � � TELEPHONE NUMBER . � � � � � � � PROJE�T �ESIGNATION SI�N —, — — — — — — '----: -- �- �--, ;�. �. _. �_ � � 1 1 . � . I iC=�) Q ;,� �r=-)> —�nt �0 �s=:> c>>�� • � CS -?) � �� ,C� � � � , / u < � � z 0 u �e ' � 0 �l �� z 0 u z � 0 : n L EGEPtD � � H.M;A.C. REHAsiLITATION MI 11 /1 !q WEDOEMILLMIQ (RECYCLE /OVERIAY ONI.Y �) NOTE: BU7T JOINTS NOT REGuiREO wiTH REMIXIN� PROCESS. 0 TNE INTERSECTIN(3 STREETS ANGLE. . i'YPICAL LAYOUT FOR RECYCLINB ACTIVITES UHt,ESS NOTEO' OTMERIMISE IN STREET SCHEOUL£ ' �.. - � BUTT JOINT , �� . REvISE�: R[V.M�, I OAT[: i I t990 I I ' I � _= i �'_.! �"'_7 �"i !-"'� �"� r .. __. _ _ _ �. �. � , 0 � r � ,, �.,ti - ��>��,� � �� -� � t�`� �� c� �. i � � � 3,T . � I.EGEND� � ,� N.M.A.C.RENABII,ITATION ~�' Q' �� WEO�EMILLING ( RECYCLE �, /OVERLAY ONLY.) � � NOTE �I)If ANY COMB1NA110N Of ISLANOS � ANO RIGHT TURN LANEC ARE ABSENT � TURN RAOIUS SHALL 8E TREATED . AS STAN�ARD. BUTT JOtNT SHALI 8E SQUARED O�f� IF NEEOE� AS A RESULT OF EXISTINQ CONC. VALLEY (3UTTER. �2) BUTT JOINTS NOT REOUtREO WITH REMIXING PROCESS, TYPICAL �A1fbUT FOR RECYCLtNB ACTIVITIES WHEN iNTER3ECTiNG . STREETS ARE RECYCLED 31MULTANEOUSLY UNLESS NOTEO OTHERWISE ItV STREET SCHEOULE "� �� ,. � � �-4 REviSE�: RfV. M�, I OAT[! I I 19 90 � � I LJ � CiTY QE' FORT WOR'�H CONSTRUCTTON SERVICES, I,ABORATORY RESt1LTS FOR TEST HOLE AND PL3o►.S�ICITY INDEX '" PROJ�CT: ERATH , aoE rro. : osa9 k'UND CODE: 03 (WILEARGER TO HOWARDf Q,��.� ��.��.�ffiffi��---�� __�=—�__ �;=s�=�,�_�z��=��==��w�=�_�.�,�..�. � ` Hp�,� � 1 iAB NO.: 60923 { L4CATICIN: ERATH E�4 25' NORTH OF HOWi�RD � -------......�_..__--__------__..�..__�_....,----�--^---_�_�----�--�----------��w_---- J , 8.5Qn NMAC ' 3.50'° BROWN SANDY CLAY WIGI2AVEL � � �. � s:s� svc _—c��o.—�===sasmc��—�ee��cxi��===aa��ao==�x��c��==—�x��. : ��eemc�s�xa=s — -- —.�.... HOLE # 2 LAB NO.: 60924 1 �,OCATTON: A517 ERATH E/4 ( r�Fl��Tw��IrrYAr��wWMAA�A��L�WYr��A�^��'��.�rY�n��.��.�w�� I 7.40p HMAC ' 3.Q�" GRAY SANDY CLAY W�GRAVEL � ' v�x�e3rs=�:3rWcaW��X=cn��G�C.:��amzcac��====�aacaa�rec+vf�aaa�c.��asawaa�—Q�s I HOLE � 3 LAH N4.: 60925 � LOCI�TY(1N: 45p9 Ei�ATH CL � Y ' 111��r��M�I��w�MwM^��r�Y�r��1��r��rlrMnrr��w1�^aw^ww+w� � ?.50" HMAC I 2.50" BROWN SANDY CLAY WIGRAVEL � �:�srsq.�.zac�sacz�c�e�co— :��=;.=��oemcsec—o—=====��rr.=ucue�eace� :��s—xamG.—ca�.-.—��rse.r�ecn.s:w I HOLE � 4 LAS NO.: 6Q926 ! ' LOCP,TIQN: 4446 EFtATN W!a � ��rlsl�i�MWIK��W�.��WY��Y�r1�Yr�r�lr�rw��Y��R��r��w��WWM��/YWY�YI�rMMr �. , 6. 7 5" HIdAC � 3.25" HROWN CLAY W/GRAVEL � �acit:a�:�� :x��a'e._"�.��C��: ._....�.—,--==��me�a�.ce��==�ccsaec��e��m�rs�¢as��aw�a I HaLE �k 5 LAB N�.: 60927 1 LOCATION: 4923 ERATH E/4 ( r.�iarr��ra��n�n��.��.�vrwv�wwwww��r�w�wnw��r��.��r�.r...��.�r�+..r�...w.w..+� ( S.7s� �C i 3.25'° BRQWN SANDY CLAY W/GRAVEL � .' C�M`"�.n7'w:%.�ZE"'..'L73.-"'�'�Y'L'�L^�.."IIC�.'�=��OC��i+�.��i`—=�CC=CC..'�l��@��S:iii4i�'+::�lit`tLakC�lRRE7��5�. L:"'—J' .""—tL4Tl�CY�ElS24.[7 � HOLE � 6 LAB NO.: 60928 1 LQG2ITI ON :� 410 ERATH GL � ' �. .r.r....r.r..w.rr.rrrw.....�..�.-��r�.a.r��...w��.�...+�.�ww��.�.�rr....,a._�.��.. � . fi, "i5� HMAC � � 3.25" SROWN SANDY CLAY W/GRAVEL � aa�. �x ��.a��=—===—ca�a�ss��r��Y�ereaes��meQmm��e�c��a�semR.7�a�m��seezam��YJe=�Y�ri� � DOE # U909 � �' I � Z 'd 5�88iL8Lt8 'ON Xb� PAG� 2 � ,_ ��, - � ��-- � � I'�1I ��J/I��IJ�1-JII'�I�G�:I... Y�,�UI�iIUL��✓ ��:�� ::G��G�� ir�' ji!1^^�;�;,i�� j�M . ..: �I�'�,1�: I �:� 1',�,0 ��nxns �oQ N[d 8� : i 1 Q�M 66-5I-��Q � r'" w 1�.. �, �-- PROJECT: HOWARU DOE NO.: �909 FUND COD�: 03 CITY OE' FORT WORT�t CONS�RUCTION SERVIC�S LABQRATORX RESULTS FOR T�ST HOLE AND PIaASTICITY INDFX (TAI,7�M�1N TO SHACIQ,EFORD) � .��=L�s��'�s�—=�at`�C..�..��I�COCGCC��.�R�`�—"..�.��.....��=C�CGZ��.� =CL^.�'..,L�.f-.��=C:2G.�F. ��e.��6.��=sraGe, HOLE # 1 LAB NO.: 6100g ! LOGI��iON: HOWARQ ST. CL 37' EAST OF TALI�MAN ( �..�..w•�v.«.n.w�^��r��.�..��rww��rr��rw�.��r�ww��.��...wr��.��.ro I *"' 2 . OQ" NMAC � 6.50" HRUWN SANDY CZ,AY W/GRAVEL ( 2. �aM BFtOWN SANDY CLAY � ...._�...�..d...._ -----�..._..�..--------_--_------�.�..--------��.....---..�_...�^----......____ I .� UNIT WEIGIiT: 133.0 LBS PER CUBIC FO�T � �.:rczac��c�mx�cG�.: .::=��.:: ��—===m��acco�^^=sa�c�—.--==cc.:zc��Q��ecasa��a.e�rs■a� I HOLE �F 2 LAB NO.: 61009 1 � LOCI�TION: HOTi�ARD ST. �/4 44• EAST OF ERATH .._.....,,...._�..........,.._-------__�.....__.,_�-------�__—,------------,-----_��..___��_.��..�.� j 1. ?5" i�iAC � �8.25" BROWN SA,NDY CZ�AY W/GRAVEL � �=gas��ae:m�r�a�a�lr�lrlrf�rti��t�arrr�e��ww��a�rrre�s��a��w��r�rr�ww�ir��orner�w�mewan�er�w_r.c�'�m � HOL� � 3 LAB NO.: 61010 � �LOCATiON: �iOWARb $T. CL 58' WEST OF SHACKLEF�RD ( T��www�ww�waw�M��rM►��wr.��..n�r�.nW��w��WMN�w�w��wtLw�w��wMMNa��w� � 2.50" i�II�I74C ( �` 2.5fl� BROWN S�1NDY CLAY W/G12AVFL j 5.QQ" GRAY SANDY CLAX � wnassxraac��=a�reem�aa�.��r,�c��oma�c+��sw��rre�cscmrac��--�uc��T=m�saa�aras�� I �`" AP PROVAT� : � !.'ys ' - F� JERI � DAT� TES�ED: 12�-10�99 � DATE �tEPORTED: 12-15-99 TESTED BY: SOIL I,RB � � . � 'd 5�88IG8Lj8 'ON Xb� ROUTING JOSEPH GAGI,ZARDI ABE CALDERON NAJIB FARES FII,� ��e�ns �oQ o__._..�.. ` ��U9GDI�� C�O�� t� Cl �' �� G��`��1 � - ,,;; ! ��p �r�,7 �� _ �,;,��, Y�Id 6�:Ii Q�M 66-5I-��Q � � STREET S ADAMS ST CANDO DR CLOVERDALE DR CLOVERDALE DR COMER DR CONLIN DR DE CORY RD DUBLIN DR ENGBLAD DR ERATH ST ERATH ST GLASGOW RD HAZEL LE[GH LA HENSLEY DR HOWARD ST KIRKWALL DR MANSEL LA NEYSTEL RD SAVAGE DR STAFFORD DR HMAC SURFACE OVERLAY (2000-2) FROM TO TYPE MAP LM W JARVIS ST PENNSYLVANIA AV MOL 76H 0.7 LIMERICK DR W OAK GROVE RD MOL 91U 0.28 ENGBLAD DR GLASGOW RD MOL 91U 0.42 ROMA LA I-20 SERVICE RD MOL 91U 1.06 LIMERICK DR W OAK GROVE RD MOL 91 U 0.85 LIMERICK DR DUBLIN DR MOL 91 U 0.48 LIMERICK DR W OAK GROVE RD MOL 91 U 0.42 CONROY ST COMER DR MOL 91U 0.69 OAK GROVE RD (Highland Hills Park line) MOL 91 U 0.42 KNOX DR MARTIN ST MOL 92G 0.3 WILBARGER ST HOWARD ST POL 92C 0.6 CONROY ST OAK GROVE RD W MOL 91 U 1.36 W OAK GROVE RD OAK GROVE RD MOL 91U 0.32 LIMERICKDR GLASGOWRD MOL 91U 0.87 TALLMAN ST SHACKLEFORD ST POL 92C 0.4 HENSLEY DR CONLIN DR MOL 91 U 0.18 GLASGOW RD OAK GROVE RD MOL 91U 038 HAZEL LEIGH LA OAK GROVE RD MOL 91U 0.22 E DEADEND W OAK GROVE RD MOL 91 U 1.55 ENGBLAD LA GLASGOW RD MOL 91U 0.39 Total Lane Miles 1 t.89 POL = Pulverized Overlay MOL = Mill Overlay CD 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 ��If��l,�� U�'��VU�� I`, � U U/ CN��I�,"11��Q U � �'� M ir!!� �'''�'��'�'r'�JUP �..��' p _ A._. _. ,� Tuesday, December 14, 1999 � �a �^ �.. � � � � F i THE STATE OF TEXAS COUNTY OF TARRANT CITY OF FORT WORTH, TEXAS CONTRACT KNOW ALL MEN BY THESE PRESENTS: This agreement made and entered into this the 15th day of February , 20 00 by and between the CITY OF FORT WORTH, a municipal corporaiion 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 ofi 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 Sutton & Associates, Inc. HEREINAFTER CALLED Contractor. WITNESSETH: That said parties have agreed as follows: 1. ` That for and in consideration of the payments and agreements hereinafter mentioned to be made and perFormed by the Owner, and under the conditions expressed in the bond bearing even date herewith, the said Contractor hereby agrees with the said Owner to commence and complete the construction of certain improvements described as follows: HMAC SURFACE OVERLAY 2000-2 AT VARIOUS LOCATIONS Designated as project number, GS93-020930522060/ C11'110201 1 1 05321 3 2. -,, � �� That the work herein contemplated shall consist of furnishing as an independent contractor all labor, tools, appliances and materials necessary for the construction and completion of said project in accordance with 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. ��C�bl�d ��[�C�CJ °'� �0� ��GQ�Q�( C-1 �� 014J��W� a�� ..�.;�,�� — � — — � 3. r� 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. �° �. , C� 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 �n� of the Department of Engineering of the City of Fort Worth and the City Council of the City of Fort Worth r within a period of 70 working days. �Y � 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 praper, 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. � Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or � invitees, whether or nof anV such inlury, damape or death is caused, in whole or in �art, bv the LJ '�'�ri��'��G;:� ��LUD1I� G2 �.-�'r� c��Cl ��Q� �� '� U�i Il U U�� a neqliqence or alleqed neqliqence of Owner, its officers, servants, 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 inlury or damaqe is caused in whole or in part bv the neqliqence or alleqed neqliqence of Owner, its officers, servants or emploVees. � In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or �(b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. � The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work � performed under a City Contract. 7. �+ The Contractor agrees, on the execution of this Contract, and before beginning work, to make, execute and deliver to said City of Fort Worth good and sufficient surety bonds for the faithful perFormance of the terms and stipulations of the Contract 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 shall be a surety company duly and legally authorized to do business in the State of Texas, and acceptable to the City Council of the City of Fort Worth. : Said City agrees and binds itself to pay, and the said 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 N/A shall be FIVE HUNDRED SIXTY-SEVEN THOUSAND TWO HUNDRED SEVENTY FIVE AND N0/100 DOLLARS � $567,275.00 , �,�, �� ,� =_�;��r �� . �� U��,�.��,� I� � �. �:��' ��G��G�`� -••, (�111�4"..r��M I. 4 ; ��, .G�F��;�., �;!�i" �.! I; �, � L ��' %�`�,n I :. C-3 � � �'7 � lt is further agreed that the performance of this Contract, either in whole ar 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 fabor as the same is �' ciassified, 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. 11. F 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. 12. ' It is mutually agreed and understood that this agreement is made and entered into by the parties hereto with references to the existing Charter and Ordinances of the City of Fort Worth and the laws of � the State of Texas with references to and governing all matters affecting this Contract, and the Contractor agrees to fully comply with all the provisions of the same. N WITNESSETH WHEREOF, the City of Fort Worth has caused this instrument to be signed in Six 6 counterparts in its name and on its behalf by the City Manager and attested by its Secretary, with the corporate seal of the City of Fort Worth attached. The Contractor has executed this instrument through � its duly authorized officers in Six 6 counterparts with its corporate seal attached. 1 � .� e 0 "'1 � U��C�I�b �v��'�� d� ��G��l If lo VUu"i'��y �� . C-4 Done in Fo� wo�h Texas, this the , RECOMMENDEp; 15th day o{ F�bruary , 20 Qp . �� , DIRECTpR �EPA r ENGWEERING RTMENT OF � � � � Sutton & Associates, Inc. (Contractor) � BY: _��`,�.u�-.'� u� �Re r, �-'�°.��ti �____ p esentative) . � � Mar�e Sutton president P.o. �TITLE� BOX 677 (Address) Keller, TX 76244 cirY oF FORr woR ASS1STqNT C11-y ''��.� MANAGER (�, , V APP �p: �� _ - , DIRECTOR, TRqNSp _r._ ._�... �,......_- P�BLIC WORKS �RTqTION qND A�EST: CITY SECRETqRY (SEAL� �'� �l�a �`'-/�� Contract Authori za�ion Date � /`c� _�C.-� APPROVEp qS TO Fp�M & LEGqLITY: (Crty/State/Z�p� ASSIS NT CITY A�ORNEY November 1960 `..� Revised May 9988 Revised Sept�mber 1 g92 � Reviseq January 1993 4— Revrsed Ap�� Tg99 Revrsed June lggg � LI ��?�i��L�lr�l� ff;��V�� C-5 f� Q �u� �� ? � ° °1� �i �v`@<+�IlUp U�W. t� � � � ,• �. � � STATE OF TEXAS 3 COUNTY OF TARRANT 3 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Article 8308-323 of Vernon's Annotated Civil Statutes, Contractor, Sutton & Associates, Inc. certifies that it provides worker's compensation insurance coverage for all of its employees employed on City of Fort Worth project HMAC Surf�ce Overlav 2000-2 �t Various Locations project number, GS93/020930522060 / C111/020111053213,. �� r, By: �\J�� 1.�S5uC�c��es sh c. � 1'� c� � e��`�-�.�- i�� s� �� -r„��-- ` � Title _ c. t-- -� i� f�� C' 1�_ U Dat� BEFORE ME, the undersigned authority, on this day personally appeared ��'� � i�,� known to me to be the person Gt� , L �t,_, � .t..�� ? whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as �� the act and deed of ��.��,-�,.ti �- (, r� �c�r'� c:�r._ �� -��:� c , far the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL �� p �c, '.S-�1.L:..uLw� � j � � • (- / OF OFFICE this -,�Na�- day of .��',/ti1iLl.Ll, ��i. K-J�L:�21.--_ %� Notary Public in and for tne 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 praject 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 worl. on the project until such certificate has been acquired. Contractor sha11 provide a copy of all such certificates to the City. A:13WORKCOM.FRM ��(�4�6�� @ � � �� '�r °?�w�� Y tlr U�IV�r,L,t(U4 �lSL�ld � I �, r , r PERFORMANCE BOND THE STATE OF TEXAS COUNTY OF TARRANT KNOW A[,L MEN SY THESE PRESENT: That �ve ( I) Sutton & Associntes. Inc. (2) Cornorltion of TeYas hereinafter called Principal ancl (3) C��rb�c�lar3 C:��ltv t� S�etv , a corporation organized and existing �mder t1�e laws of the State �nd fiilly authorized to transact business in the State of Texas, as Surety, are helci and firmly bound unto the City of Fort Worth, a mun'scipal corporation organized and existing under the laws of the State of Tesas hereinafter called Owner, in the penal sum of: FIV� HUNDR�D SIXTY S�VEN THOUSAND TWO HUNDRED S�VENTY FLV� AND NO(100 DOLLARS $567,275.00 Dolllrs 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 m1de, we hereby bind ourselves, our heirs, erecutors, administrators, and successors, jointly and severally, frmly by these presents. THE COND[TION OF TH[S OBL[GATION is such that Whereas, the Principal entered into 1 certain contract �vith the City of Fort Worth, the Owner, dated the l�th day of Februnry , 2000 , 1 copy of which is hereto attached and made a part hereof, for the construction of: HMAC SURFACE OVERLAY 2000-2 AT VARIOUS LOCATIONS designated as Project Number GS93/020930�22060 / C111/020111053213 , a copy of which contract is heceto �►ttached, referred to, 1nd made a plrt hereof as fully and to the s�me extent as if copies at length herein, such project �nd construction being hereinafter referred to as the "work". � '" � NOW THEREFORE, if the Principal shall �vell, truly and faithfully perform the work in accordance �vith the plans, specificltion, and contract document during the original term thereof, 111a illly extensions thereof �vhich may be granted by the Owner, with or without notice to the Surety, and if he shalf satisfy all claims and demands incurred under such contr�ct, and sh111 fulty indemnify and save harmless the Owner from all costs and damlges �vhich it may suffer by reason of failure to do so, and shall reimburse and repay the owner all outlay and expense which the Owner may incur in making good any default, then this obligation shall be void; otherwise to remain in full force and effect. PROV[DED FURTHER, that if �ny legal lctiotl be filed upon this bond, veniie s(lall lie in Tarrant County, State of Texas. , �° ,. - AND PROVIDED FURTHER, thlt the saicl Surety, for v11ue reeeivecl, hereby stipulates and aarees that no change, extension of time, alteration or lddition to the terms of the contract or to the work " to be performed thereunder or the specifications accompanying the same shall in 1ny 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. R � � i '--' A:14PERBOND.FRM � r � '�,v ��I��)'�� ?��U°�� d�l ��'r�?� ° �l� I�tl� tiICIVU��uup �o � � ..:, . . r . I IN WITNESS WHEREOF, this instrument is erecuted in 6 Counterparts each one of �vhich shall be deemed an original, tliis the 15th day of February , 2000. ATTEST: I � a�,'�i�,u� ,��i :'��'%'l,� ( rincipal) Secreta�`q' (SEAL.) � P.O. B� 796428 (Address) L�llas, 'IX 75379 ATTEST: (Sur.•ety) Secretary �., y ; � .e � ru Mu � � �, �� (SCAL) -� / J � / Vitness as to Surety A:\4PERBOND.FRM S1ztt�n & As�ociaties, Inc. Principal (4) , By: ,� �' ��2 u` �i,� ��-'�___ � Ma�-ie Slzttrn, Presic�t (Printed Name/Title) P.O. Bcr� 677 ADDRCSS KPl l �r. 'IX 76244 CITY/STAT�/ZIP Q�r�e�']�d C.'��aalty & �y (Surety) �. � By: (Attorney-in-Fact) (5) F�ve Slzthn (Printed Attorney-in-Fact) No�e: (�) (�) (3) �'%) (S) Dnte ojBond nnrsl not be prior !o da�e of Contrncl Correct mm�e ojContractor fl Corporcuion, a Parinership or und hrdrvrclunl, as case may be Correcl Nnme of Surery /jConrraclor is pnrinershrp n!1 Partners should execule bond fl true eopy of Poiver oJAttorney shal! 6e artached to bond by Allorney-in-Facl '�;�(��Qd ��C��GQ� �� ' ��r� r ° Q17 ��a Vu�IIiI�UUp ��o � 0 . , • J CUT-THROUGH ENDORSEMENT NO. TRGCCS-00-0004 Attached to and made a part of REINSURANCE AGREEMENT NUMBERS 200202548 & 200202561 between CUMBERLAND CASUALTY & SURETY COMPANY (hereinafter referred to as the "Direct Writing Company") and TRANSATLANTIC REINSURANCE COMPANY (hereinafter referred to as the "Reinsurer") Obligee Address CITY OF FORT WORTH 1000 THROCKMORTON FT. WORTH, TX 76102 `" Direct Writing Company � Cumberland Casualty & Surety Company 431 1 West Waters, Suite 501 Tampa, FL 33614 � Reinsuring Company �Transatlantic Reinsurance Company " 80 Pine Street, 9th Floor New York, NY 10005 Date Direct Writing Company Executes This Agreement FEBRUARY 15TH, 2000 State of Incorporation Amount of this Reinsurance Florida $567,275.00 Date Reinsuring Company Executes This Agreement FEBRUARY 15TH, 2000 State of Incorporation New York �; DESCRIPTION OF BOND �� Description of Bond (Type, purpose, etc.) Penal Sum of Bond (Ifassociated with contract rra�mber, date, amount, $567, 275.00 � elc., inclarde na�ne of Governrnent agency involved.) Date of Bond Bond No HMAC SURFACE OVERLAY 2000-2 FEBRUARY 15TH, 2000 CC-23882 � AT VARIOUS LOCATIONS. PROJECT Principal SUTTON & ASSOCIATES, INC. NOS. GS93/020930522060 AND 820 NORTH MAIN STREET C111/020111053213 KELLER, TX 76248 F�J � AGREEMENT: State of Incorporation (if Corporate Principal) TEXAS a) The Direct Writing Company named above is bound as a surety to the Principal, on the bond described above. The bond is given � for the protection of the Obligee and the Direct Writing Company has applied to the above Reinsuring Company to be reinsured and counter-secured in the amount shown opposite the name of the Reinsuring Company (referred to as the "Amount of this Reinsurance"), or for whatever amount less than the "Amount of this Reinsurance" the Direct Writing Company is liable to pay under or by virtue of the bond. 1� � b) For a sum mutually agreed upon, paid by the Direct Writing Co�npany to the Reinsuring Company which acknowledges its receipt, the parties to this Agreement covenant and agree to the terms and conditions of this Agreement. TERMS AND CONDITIONS: � The purpose and intent of this Agreement is to guarantee and indemnify the Obligee against loss under the bond to the extent of the "Amount of this Reinsurance," or for any less sum than the "Amount of this Reinsurance," that is owing and unpaid hv thP i3ir�,ct Writing Company to the Obligee due to insolvency ofthe Direct Writing Company. IJ'��C ri��,�r I, V;. ��l � � � ��V ��rG? � ° �� f�� u<<��Q ��o_� CUT-THROUGH ENDORSEMENT NO. TRC-CCS-00-0004 � � � � THEREFORE: I) If the Direct Writing Company fails to pay any default under the bond equal to or in excess of the "Amount of this Reinsurance," due to insolvency of the Direct Writing Company, the Reinsuring Company covenants and agrees to pay to the Obligee, the "Amount of this Reinsurance." If the Direct Writing Company fails to pay to the Obligee any default for a sum less than the "Amount of this Reinsurance," due to insolvency of the Direct Writing Company, the Reinsuring Company covenants and agrees to pay to the Obligee the full amount of the default up to the "Amount of Reinsurance," or so much thereof that is not paid to the Obligee by the Direct Writing Company. 2) The Reinsuring Company further covenants and agrees that in case of default on the bond for the "Amount of this Reinsurance," or more, and the Direct Writing Company fails to pay any default due to insolvency of the Direct Writing Company, the Obligee may sue the Reinsuring Company for the "Amount of this Reinsurance" or for the full amount of the default when the default is less than the "Amount of this Reinsurance." 3) In the event the Direct Writing Company fails to pay any default under the bond due to insolvency and the Reinsurer pays the Obligee, the Reinsurer shall assume all of the legal rights of the Direct Writing Company as Surety. � 4) The Reinsuring Company agrees to comply with the terms and conditions of the bond including an automatic twenty percent (20%) extension of the contract price, if so required. � WITNESS: The Direct Writing Company and the Reinsuring Company, respectively, have caused this Agreement to be signed and impressed with their respective corporate seals by offcers possessing power to sign this instrument, and to be duly attested to by officers ' empowered theretq on the day and date above-written opposite their respective names. C DIRECT WRITING COMPANY A � �' � ��.� Signature ��N e and Tit (typed) -- EDWARD J. D NFIELD IV., PRESIDENT z� ��h l �'I � � � A st: Si na ure� Name and Titie (ty�ed) CA�OL SUE BLACK, SECRETARY Cor�+�rate Seal REINSURING COMPANY �,— � �G Signature� George C. Barone Vice President Jeffrey M. Kyan Corporate Assistant ��ice President Seal '�'��'G�l�� J `l� �U�� '.: � ' °�� jj��1��SI�Mn, �I� 0 YV\i'��.uL'U� _ _ Y ' r r_ PAYMEN'F BOND THE STATE OF TEXAS COUNTY OFTARRANT BOND NO. 141503264 KNOW ALL MEN SY TI-IESES PRESENTS: Tl�at we, Sutton & Associntes. Inc. a corporation of Tarr<int County, Tex�s , hereinafter called Principl) and (3) Qn�rla�d C��alty & �y , a corporation organized a��d e�istinD under the laws of tl�e St1te and fully authorized to transact business in the State of Te:cas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation orglnized and existing under the la�vs of the State of Texas, hereinafter called Owner, and unto all persons, tirms, 111CI COCpOflilOtlS WIlO I111y fUl'i11SIl materials for, or perform labor upon, the building or improvements hereinafter referred to in the penal s�un of: FIV� HUNDRED SIXTY-SEVEN THOUSAND TWO FIUNDRI;D S�VTNTY-FIV� AND NO/100. DOLLARS $567,275.00 lawful money of the United States, to be paid in Fort Worth, Tarrint County, TeYas, for the payment of which sum well and truly be made, �ve bind ourselves, our I�eirs, executors, administrators and successors jointly and severally, firmly by these presents. THG CONDITION OP THIS OBLIGATION is such that Whereas, the Principal entered into a certain contr�ct �vith the City of Fort Worth, the Owner dated the 15t� day of February , 2000, a copy of which is hereto attached and made a part llereof, for the construction of: HMAC SURFACE OVEItLAY 2040-2 AT VARIOUS LOCATIONS designated as Project Number GS93/020930�22060 / C111/0201110�3213 copy of which contract is hereto �ttached, referred to, and mlde a part hereof as fully and to the slme extent as if copied at lenbth herein, such project �nd construction being hereinafter referred to �s the "�vorks". � NOW, THEREFORE, the condition of the obligation is such that, if the Principal shall promptly �,,,, ma{ce payment to all claimants as defined in Article 5160 of tl�e Revised Civil Statutes of Texas, supplying (abor and materials in the prosecution of the �vork provided for in said Contract, then this obliaatio�� shall be ►�ull attd void, otherwise it sizall remain in ful( force and effect. � �, r h�_. W !RI r � �tl THIS BOND [S MADE AND ENTERED into solely for the protection of all claimants supplying labor and mlterial in the prosecution of the work provided for in said Contr�ct, �s claimants are defined in said Article 5160, �nd all such claimants sh111 have a direct ri�ht of action under the bond as provided in Article 5160 of the Revised Civil Statutes. PROVIDED FURTHER, thlt if any leg�l action be filed upon this bond, venue shall lie in Tarrant County, St�te of Te�cas, 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 �vork to be performed thereunder or the specification accompanying the same shall in 1ny �vise affect its obligations on this bond, and it does hereby waive notice of any such change, e�ctension of time, alteration or addition to the terms of the contract or to the �vork or the specifications. PROVIDED FURTHER, th�t no final settlement between the O�vner and the Contractor shall A:15PAYBOND.FRM '\�)��D��d ��C�G�f� {v � U U ��(u It�,L�i IVIV� U �o UV�;•�I:I�V UQ Il �� abridge the right of �ny beneficiary hereunder �vhose claim shall be unsatisfied. IN WITNESSETH WHEREOF, this instrument is executed in 6 counterparts, each one of �vhich shall be deemed an original, this the 15th day of Febru:�ry , 2000. ATTEST: � �i � � , �/ �'/t�„�.� _ � -�-_V,ti��la-- (Principal) Secret�y � (SEAL) S1zL1xn & As9ociates, Ir�. Principal (4) , i BY: 9 Y1 /.-4,'(� �_ X�(�-' �,�_ l - Ma�-ie �itbn, Pr�sic7mt (Printed Name/Title) P.O. Hc� 677 ADDRESS FCPI l Pr-, 'IX 76244 CITY/STAT�/ZIP P.O. Bc� 796428, Iaa�7las 7X 75379 (Address) • ��.a ... _� _ . � �.�. ATTEST: (Surety} Secretary u 1 � 'EA ) ��. /�_ ^ /] / � � Witness as to Surety � � � �. � aia rp � � � By: —�. Attorney-in-Fact) (5) Fay� 51it`� (Printed Attorney-in-Fact) Nore (�) (Z) (j) (�) Dale o( Bond musl not 6e priar !o dule of Cann•ncl Corrrc! nume of Con[raclor tl Corporation, a Pnrb�erslrip or u»d /r7clrvicGral, as case nmy be Correcl Name of Surety If Contraclor is Partnersltip alt Partners shot�ld exec:�te bond ��'G�� Q� :��'V ��'�� ' Q� f�io �L��G��a ��o CUMBERLAND CASUALTY & SURETY COMPANY TAMPA, FLORIDA POWER OF ATTORNEY � PRINCIPAL: S1ztt�n & As9oc�iai�, Ir�. EFFECTIVE DATE: p2/15/2000 � ' 820 I�t-h Nk�in Stzeet K�71er 'IX 76248 ' " (STREEI' ADDRESS) (CITY) (STATE) (ZIP CODE) CONTRACT AMOUNT: ��'- �� S�' �� '� � ��MOUNT OF BOND: $ ��2�•� F�ve Ibllt�s & I�IJ/100****k POWER NO. C C- 2 3 8 8 2 KNOW ALL MEN BY THFSE PRESENTS: That Cumberland Casualty & Surety Company, a corporation duly organized under the laws of the State of Florida, having its principal office in the City of Tampa, Florida, pursuant to the following resolution, adopted by the Board of Directors of the said Company on the 15th day of April, 1999, to wir. "Resolved, that the President of the Company shall have authority to make, execute and deliver a Power of Attorney constituting as attorney(s)-in-fact, such persons, firms, or corporations as may be selected from time to time. Be it Further Resolved, that the signature of the President, Secretary and the Seal of the Company may be affixed to any such Power of Attorney or any certificate relating thereto by facsimile, and any such powers so executed and certified by facsimile signature and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or consents for the release of retained percentages and/or final estimates on engineering and construction contracts or similar authority or undertaking to which it is attached." Cumberland Casualty & Surety Company does hereby make, constitute and appoint Charles M. Mapes or Derwood P. Phillips or Rodney H. Zeigler or Fay Sutton or J. D. Wysong its true and lawful attorney(s)-in-fact, with full power and authority hereby conferred in its name, place and stead, to sign, execute, acknowledge and deliver in its behalf, and its act and deed, as follows: The obligation of the Company shall not exceed ($2,000,000.00) dollars. And to bind Cumberland Casualty & Su�ety Company thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized of6cer of Cumberland Casualty & Surety Company, and all the acts of said attorney(s)-in-fact pursuant to the authoriry herein given, and hereby ratified and confirmed. IN WITNESS WHEREOF, Cumberland Casualty & Surety Company has caused these presents to be signed by an officer of the Company and its Corporate Seal to be hereto affixed. ��,� CUMB�ND C r SU LTY & SUR Y COMPANY �d'�.5r'�"�. F � S� � - . C.�- �� .e,�L'� . ._ dward J. E enfield IV, President J Y� �f2�16'� STATE OF FLORIDA ) ) SS COUNTY OF HILLSBOROUGH) On this 15th day of April, A.D. 1999, before me personally came Edward J. Edenfield IV, to me known, who being by me duly sworn did depose and say; that he resides in the County of Hillsborough, State of Florida; that he is President of Cumberland Casualty & Surety Company, the corporation described in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the said instruments is such corporate seal; that it was so affixed by order of the Board of Directors of said corporation and that he signed his name, thereto by like order. ,E��oT'"H� .�PaYP�a Beverly Ann Jerry : � �` �'� i ��Commission # CC 75B867 wsuc � �, aQ Expires August 22, 2002 � nM e� q � BONDEO TNRU !Na �� Go�= �F �' ATLANTIC BONDING CO., INC. ��DUGH i.�iL(.(� �'✓\� 1, �everl Ann J� Y Y � My commission expires STATE OF FLORIDA ) ) SS COUNTY OF HILLSBOROUGI� I, the undersigned, Secretary of Cumberland Casualry & Surery Company, a Florida Corporation, DO HEREBY CERTIFY that the foregoing and attached POWER OF ATTORNEY remains in full force. Signed and Sealed at the City of Tampa. Dated the 15 day of � , 2000 . i;' + �� \ �L�� / � $� Cae�- ' ck.,.$eG[Gtary . � r I', a� � T "��II �� / C'1 r � I •'� �� - �:�0�� G��.��H THIS BOND NOT '+✓.ALID TJNI.�SS PRINTED ON GREEN PAP�R �< �l �J c�15��; Ih.11517i�11A; II �-��"'� �t��'�M_ i�f� ._:_: �. �� +a , CERTIFICATE OF INSURANCE �Certiiicate Holder: City of Fort Worth , Date: Febru�ry 15, 2040 Project Name: HMAC Surface Overiay 2000-2 at Various Locations �'` Project Number: G593/020930522060 / C111/020111053213 , This is to certify that: Sutton & Associ�tes, Inc. Adclress: 820 N. Main j� Fort Worth, Tex�s 76248 4 � is at the date of this certificate, insured by this company with respect to the business operations hereinafter described, for the ;-. type of insurance and in accordance �vith the provisions of the stanclard policies used by this Company, and further I, hereinafter described. Exceptions to standard policy noted on revcrse side thereof. Tvne of Insur�ncc � I Workers Compensation � Comprehensive Generai Liability Insurance ' (Public Liability) � � � Blasting I ^ I Collapse of Buildings � - or structures adjacent to excavations i ii � llamage to underground Utilities Builders Risk Comprehensive Automobile Liability � � Contractual Liability Uther POLICY NO. EFFGCTIVG E�PIRES Zo�o�o 02�2o/a000 o2��or2ooi I:.��..1. • AI I :� 1. • 11 04/Ol/1999 04/O1/2000 04/Ol/1999 04/O1/2000 LIMITS OF I.IABILITY 1,OQO,OOOj1,000,000 1,Q00.000 Bodily injury: • $1 � � Gach Occurrence: ' ' Property Dmnage: Bach Occurrence: $1,�.� Gach Occurrence $ Bach Occurrence $ Each Occurrence Bodily lnjury Each Person CSL Each Occurrence Property Damage Lq, Each Occurrence E3odily Injury Each Occurrence Property Damage Each Occurrence $ $1��.� $ o�r�.iined �� 1inri.t $ $ Locations covered: State of 'I��as — all- ].ncatia�s Description of operations covered: S�t �c, i�inci TIZe above policies either in the body thereof or by appropriate endorsement provide that they may not be chan?ed or canceled by the insurer in less than five (5) days after the insured has received written notice of such change or cancellations. Where applicable local laws or regulations require more than five (5) days actual notice of dlange or cancellation to be assured, the above policies contain such special requirements, either in the body thereof or by appropriate endorsement thereto attached. � Agency Ir� C7� Aq�c.V, � i / ,� � �� _ -/ �, L" By• '�CG+ - �� `'- 1 � ��i� Fo��t Worth Agent _ � Address 16300 Ps�ii�cn I3�. St� 100 Title: Pr.�nt i ''� �, Ac�a'�c-n� ZX 75001 '�K ��%� ��(�;VUS� � �U� � A:121NSURAN.FRM ��L�U u� c'�'`,��G��UWUS� :� :_ 1' ��; ;�;; �??ru� ��` � !,�: ,�� ,�. � � r� li L�ln.o City of Fort Wpr�th, Texas �1►�A�a� And C,aunc�l Can�mun�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE 2/15/00 **C-17851 20SUTTON L 1 of 2 SUBJECT AWARD OF CONTRACT TO SUTTON & ASSI�CIAT�S, INC. FOR HMAC SURFACE OVERLAY 2000-2 AT VARIOUS LOCATIONS RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with Sutton & Associates, Inc. in the amount of $567,275.00 for 70 working days for HMAC Surface Overlay 2000-2. DISCUSSION: In the 1999-2000 Contract Major Maintenance Program, various types of street maintenance techniques are grouped into specific contract packages. HMAC Surface Overlay 2000-2 provides for surface and base rehabilitation, curb and gutter, and valley gutter replacements for asphalt streets at various locations funded from the Contract Street Maintenance Fund and the Street improvements Fund. The following list details the limits for each of the streets included in this project: STREE7 South Adams Street Cando Drive Cloverdale Drive Cloverdale Drive Gomer Drive Conlin Drive De Cory Road Dublin Drive Engblad Drive Erath Street Erath Street Glasgow Road Hazel Leigh Lane Hensley Drive Howard Street Kirkwall Drive Mansel Lane Neystel Road ,.��Savage Drive 5tafford Drive FROM West Jarvis Street Limerick Drive Engblad Drive Roma Lane Limerick Drive Limerick Drive Limerick Drive Conroy Street Oak Grove Road Knox Drive Wilbarger Street Conroy Street West Oak Grove Road Limerick Drive Tallman Street Hensley Drive Glasgow Road Hazel Leigh Lane East Deadend Engblad Lane TO Pennsylvania Avenue West Oak Grove Road Glasgow Road I-20 Service Road West Oak Grove Road Dublin Drive West Oak Grove Road Comer Drive (Highland Hills Park Line) Martin Street Howard Street Oak Grove Road West Oak Grove Road Glasgow Road Shackleford Street Conlin Drive Oak Grove Road Oak Grove Road West Oak Grove Road Glasgow Road „� This project is located in COUNCIL DISTRICT 8. .Ciiy of Fnri.�� Wa�rth, Texas � �1►��ar snd Caunc�[ �,a�rtn�t�n�cAt��an DATE REFERENCE NUMBER LOG NAME PAGE 2/15/00 **-C-�17851 . 20S-UTTON I 2 of 2 SUBJECT AWARD OF CONTRACT TO SUTTON & i4SSOCIATES, INC. FOR HMAC SURFACE OVERLAY 2000-2 AT VARIOUS LOCATIONS � . This project was advertised for bid December 16 and 23, 1999. The following bids were received January 13, 2000. ��BIDDERS Sutton & Associates, Inc. J. L. Bertram Construction & Engineering, Inc. Peachtree Construction APAC Te�cas, Inc. Austin Bridg+e.& Road, Inc. Branch & Sons Contractors, Inc. Pavecon, Inc. AMOUNT $567.275.00 $578,532.00 $585,773.00 $604,946.00 $631,189.20 $673,195.00 $735,540.00 The low bidder, Sutton & Associates, Inc., is in compliance with the City's M/WBE Ordinance by committing to 15% M/WBE participation. The City's goal on this project is 15%. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are available in the current capital budgets,.as appropriated, of the Contract Street Maintenance Fund and the Street Improvements Fund. MG:j Submitted for City Manager's OfFce by: Mike Groomer Originating Department Head: Hugo Malanga Additional Information Contact: Najib Fares � FUND I ACCOUNT I (to) � 6140 � 7so1 � (from) GS93 C111 � 7802 I CENTER � AMOUNT �. 541200 020930522060 $564,225.00 541200 020111053213 $ 3,050.00 CITY SECRETARY ., �--_. y � �i3'Y c4 NC�. FE9 �b �A ,�'�"" �� . ��