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Home My WebLink About025552 - Construction-Related - Contract - Apac-Texas, Inc..� {e � � .. + r � _olTY SECRETARY SPECIFICATIONS :'� �,¢ �T ECRETARY - � /j S� C0� ACT NO . � . . , , AND �.�.��.:'�i�y �� "��R'S ��Vi�li�Ca CC,1a CONTRACT DOCUMEP��; � 6'� ��pN'S CO�I �' � � 0 C 1998 CAPITAL IMPROVEMENT�'�'��1AENT PERSHING AVENUE FROM CAMP BOWIE BOULEVARD TO ASHLAND AVENUE PW53-060530175760 PS58-070580174980 DOE NO. 2258 UNIT II: PAVING IMPROVEMENTS ALTERNATES� NO. 2 FOR PERSHING AVENUE FROM C.AMP BOWIE BOULEVARD TO ASHLAND AVENUE CI15- 02011504059 ' DOE NO. 2258 K-1560 IN THE CI`TY OF FORT WORTH, TEXAS 1999 �'� �`�� KENNETH L. BARR ,.-c, .� ��TfX,s 1� BOB TERRELL MAYOR � `.� ' �'•�. * �l CITi� MANAGER .% * : �, � I/ � i JA S�RYAN. BECK I /. . .. ./ /I�I�O�'••. ( 84574 : ��Qi � �� `FS•�... ... . � ,� � — �i LEF C. BRADLEY, P.E. — DIRECTOIt �w FORT WORTH WATER DEPARTNdENT ��G��6�8 4,� u��u°�� o� ��Q�� o p'��F �<<:i�.o HUGO A. MALANGA, P.E. - DIRECTOR DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS I�i 1��I �l � � 1 i`' i �s qPA�.- ►E�As ,��,►, � � i A. DOUGLAS RADEMAKER, P.E. - DIRECTOR DEPARTMENT OF ENGINEERING � : l : �� . �A � City of Fo�t Wo�th, .�'exas Mayor and Council Communication DATE REFERENCE NUMBER LOG NAME PAGE 1/18/00 **C.� 7826 I 30PERSH I 1 of 3 SUBJECT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO DAVILA CONSTRUCTION, fNC. FOR UN(T I: WATER AND SANITARY . SEWER REPLACEMENTS IN PERSHING AVENUE FROM CAMP BOWIE B�ULEVARD TO ASHLAND AVENUE; AND AWARD OF CONTRACT TO APAC-TEXAS, INC. FOR UNIT II: PAVING IMPROVEMENTS ALTERNATE NO. 2 FOR PERSHING AVENUE FROM CAMP BOWIE BOULEVARD TO ASHLAND AVENUE RECOMMENDATION: It is recommended that the City Council: 1. Authorize the City Manager to transfer $534,468.25 from the Water and Sewer Operating Fund to the Water Capital Project Fund in the amount of $377,066.75 and to the Sewer Capital Project Fund in the amount of $157,401.50; and 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water Capital Project Fund in the amount of $377,066.75 and to the Sewer Capital Project Fund in the amount of $157,401.50 from available funds; and 3. Authorize the City Manager to execute a contract with Davila Construction, Inc. in the amount of $477,178.25 and 60 working days for Unit I: Water and Sanitary Sewer Replacements in Pershing Avenue; and � 4. Authorize the City Manager to execute a contract with APAC-Texas, Inc. in the amount of $574,873.70 and 90 working days for Unit II: Paving lmprovements Alternate No. 2 for Pershing Avenue. DISCUSSION: This project is included in the 1998 Capital (mprovements Program. The Water Department has determined that water and sanitary sewer lines in this street need to be replaced prior to street reconstruction. - . r UNIT 1: Unit I consists of water and sanitary sewer replacements. This project was advertised for bid on September 9 and 16, 1999. On October 14, 1999, the following bids were received: UNIT 1 - BIDDERS AM4UNT TIME OF COMPLETION Davila Construction. Inc. Jackson Construction, Inc. William J. Schultz, Inc. d/b/a Circle "C" Construction Company M. E. Burns Construction, Inc. Mid-State Utilities, lnc. Tri-Tech Construction, Inc. Long Construction & Engineering, Inc. $477.178.25 $493, 751.00 $501,244.80 $529,409.75 $532,204.00 $552,280.00 $553,646.45 60 Working Days Spec�ed w City of Fo�t Worth, Texas Mayor and Council Communication DATE REFERENCE NUMBER LOG NAME PAGE 1/18/00 **C.�j7826 I 30PERSH I � 2 of 3 SUBJECT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO DAVILA CONSTRUCTION, INC. FOR UNIT I: WATER AND SANITARY � SEWER REPLACEMENTS IN PERSHING AVENUE FROM CAMP BOWIE BOULEVARD TO ASHLAND AVENUE; AND AWARD OF CONTRACT TO APAC-TEXAS, INC. FOR UN(T II: PAVING IMPROVEMENTS ALTERNATE NO. 2 FOR PERSHING AVENUE FROM CAMP BOWIE BOULEVARD TO ASHLAND AVENUE � Texas-Sterling Construction, Inc. $657,143.30 UNfT II: Unit II consists of paving improvements. The bid documents for paving improvements included two alternates (Aliernate Nos. 1 and 2) as follows: • Alternate No. 1 included pulverization and HMAC resurfacing, construction of standard concrete curb and gutter, driveway approaches, and sidewaiks where shown on the plans. • Alternate No. 2 included 5-inch HMAC pavement on 6-inch lime stabilized subgrade, construction of standard concrete curb and gutter, driveway approaches, and sidewalks where shown on the plans. Considering both bids, and given that Alternate No. 2 will provide a more durable pavement surFace, staff is recommending the award of Unit II: Paving Improvements Alternate No. 2. � � This project was advertised for bid on September 9 and 16, 1999. On October 14, 1999, the following bids were received: UNIT II - BIDDERS - ALTERNATE NO. 1 AMOUNT TIME OF COMPLETION APAC-Texas, Inc. J. L.. Bertram Construction & Engineering, Inc. Branch & Sons Construction, Inc. Jackson Construction, Inc. McClendon Construction Company, Inc. $591,914.50 $627,612.20 $642,090.00 $649,287.00 $665,747.00 UNIT II - BIDDERS - ALTERNATE NO. 2 APAC-Texas. Inc. J. L. Bertram Construction & Engineering, Inc Jackson Construction, Inc. McClendon Construction Company, Inc. Branch & Sons Construction, Inc. AMOUNT $574.873.70 $619,728.00 $634,000.00 $661,240.00 $676,514.00 TIME OF COMPLETION 90 Working Days Specified Contingencies for Unit I change orders are $23,880.00, and $33,410.00 for associated construction inspection and survey. Contingencies for Unit II Alternate No. 2 change orders are $25,000.00. Cit.y of Fort Worth, Texas i�ayor and Co�uncil Communication DATE REFERENCE NUMBER LOG NAME PAGE 1/18/00 �*C-17826 I 30PERSH 3 of 3 SUBJECT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO DAVILA CONSTRUCTION, INC. FOR UNIT � I: WATER AND SANITARY � SEWER REPLACEMENTS IN PERSHING AVENUE FROM CAMP BOWIE BOULEVARD TO ASHLAND AVENUE; AND AWARD OF CONTRACT TO APAC-TEXAS, INC. FOR UNIT II: PAVING IMPROVEMENTS ALTERNATE NO. 2 FOR PERSHING AVENUE FROM CAMP BOWIE BOULEVARD TO ASHLAND AVENUE � Davila Construction, Inc. is in compliance with the City's M/WBE Ordinance by committing to 29% M/WBE participation. The City's goal on this project is 18%. APAC-Texas, Inc. is in compliance with the City's M/WBE Ordinance by committing to 33% M/WBE participation. The City's goal on this project is 33%. Pershing Avenue is located in COUNCIL DISTRICT 7. FISCAL INFORMATION/CERTIFICATION,: The Finance Director certifies that upon approval and completion of recommendation 1, and adoption of the attached appropriation ordinance, funds will be available in the current capital budgets, as appropriated, of the Water Capital Projects Fund, the Sewer Capital Projects Fund, and the Street Improvements Fund. ►f�e�.� Submitted for City Manager's Office by: FUND I ACCOUNT � CENTER � AMOUNT CITY SECRETARY Mike Groomer Originating Department Head I (to) � 1 &2) PW53 6140 � 1 &2) PS58 2) PW53 � 2) PW53 I 2) PS58 472045 472045 541200 531350 541200 060530175760 070580174980 060530175760 030530175760 070580174980 $377,066.75 $157,401.50 $353,496.75 $ 23,570.00 $147,561.50 . +�, . � . - City of Fo�t WoFth, Texas Mayor and Council Communication DATE REFERENCE NUMBER LOG NAME PAGE 1/18/00 **C-17826 I 30PERSH I 4 of 3 SUBJECT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO DAVILA CONSTRUCTfON, INC. FOR UN(T i: WATER AND SANITARY . SEWER REPLACEMENTS fN PERSHING AVENUE FROM CAMP BOWIE BOULEVARD TO ASHLAND AVENUE; AND AWARD OF CONTRACT TO APAC-TEXAS, INC. FOR UNIT II: PAVING IMPROVEMENTS ALTERNATE NO. 2 FOR PERSHING AVENUE FROM CAMP BOWIE BOULEVARD TO ASHLAND AVENUE . � 2) PS58 � 531350 � 030580174980 �$ 9,840.00 A. Douglas Rademaker 6157 �(from) ' APPROVED 1/18/00 1) PE45 538070 0609020 $377,066.75 ORD. NO. 14070 Additional Information Contact: 1) PE45 538070 0709020 $157,401.50 � 3) PW53 541200 060530175760 $336,656.75 � 3) PS58 541200 070580174980 $140,521.50 A. Douglas Rademaker 6157 � 4) C115 541200 020115040593 $574,873.70 I� � A LJ D U � � � CITY OF FORT WORT'� DEPARTMENT OF ENGINEERING ENGINEERING SERVICES DIVISION ADDENDUM NO.1 Unit I: Water and Sanitary Sewer Replacements in Pershing Avenue from Camp Bowie Boulevard to Ashland Avenue PW53-060530175760 PS58-070580174980 DOE NO. 2258 � Unit II: Paving Improvements Alternates NO.1 & NO. 2 for Pershing Avenue from Camp Bowie Boulevard to Ashland Avenue ' C115-02011504059 � K-1560 DOE NO. 2258 L`J � L! I � � � � � RELEASE DATE: September 29, 1999 INFORMATION TO BIDDERS: The Specifications and Contract Documents for the above mentioned project aze revised and amended as follows: 1. In the PROPOSAL for Unit IB: Sanitary Sewer Replacements, delete pay item #3. Please acknowledge receipt of the Addendum in the bid proposal and on the outside of the sealed envelope. RECEIPT ACKNOWLEDGED: . ��'�-� A. DOUGLAS RADEP,�IAKER, P.E. DIRECTOR, DE A TMENT OF ENGINEERING By: � John ' ' g, P.E. Man ger, Engineering Services � � � li� � OCT- 5-99 TUE 2:16 PI� F. W. DEPT. �NGINEERING FAX N0, $17 871 7854 4 . � CITY OF �'ORT WO1�TH DEPARTMENT OF ENGINEERTNG ENGXNEERXNG SERVICES DIVISION � AUA�NDUM NO. 2 Unit I: Water and San�tary Sewer I,teplacements in Pershing A,venu� from Camp Bowae Boulevard to Ast�land A,venue � YW53-060530�75760 PS58-0'10�80174980 DO� NO. 2258 � � � � � �' � � � � 1 1 Unit YI: Paving Improvements A.lternates NO.1 & NO. 2 for Pexshing Aveuue from Camp Bowie Boulevard to Ashland Avenue C�15-0z011504459 K-1560 D0� NO. 2258 RELEASE DATE: October 5, 1999 ZNFORMATION TO B1DDfiRS: The Specifications and Contract Documents fac the above tnentioned project are revised and amended as �ollows: 1. The bid opening is delayed one week. Hids will be received on October 14, 1999. 2. In the PROPOSAL for Unit II: PAViNG INI�ROV�MENTS AL'iERNATE NO. l, revise pay ite� #6. 106 6. 2600 CY. UNCLASSIFIED STRLET EXCAVATION S.P. DolJars & . . . . , .. . . . ''., Cents Per CY. • ' $ •$ . Please acknowledge receipc of the Addendum in the bid proposal and on the outside of the sealed envelope. RECEIPT ACKNOWI.EDGEU: e��'� A. DOUGLAS RADEMAKER; �'.E. DIRECTO DEPARTMENT OF ENGINBER,ING �y: � Fi�ing, P.E. age�, Engineering Services .s • , P. 1 0 �J O �t� IJ � Li! � O � � � � �� l�i � � O � 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. TABLE 4F CONTENTS Notice to Bidders Special lnstructions to Bidders (Water Department) Proposal Unit I.• Water and Sanitary Sewer Replacements Minority and Women Business Enterprises Specificatioru-Unit I General Conditiotrs (Water Department) Special Canditions (Water Department) Right ofEntry.4greements Technical Specifications Material Specifications Certiftcate oflnsurance Contractor Compliance With Worker's Compensation Law Performance Bond Payment Bond Maintenance Bond Contract Special Instructions to Bidders (Transportation/Public Works Department) Proposal Unit II: Paving Improvements Alternates No. 1& No. 2 Minority and Women Business Enterprises Specifications-Unit II Special Provisions —{Transportation/Public Works) Unit II Certificate of Insurance Contractor Compliance With Worker's Compensation Law Equipment Schedule Experience Record Performance Bond Payment Bond Contract � .� [J �i� � � Sealed proposals for the following: FOR: Unit I: Water and Sanitary Boulevard to Ashland Avenue PW53-060530175760 PS58-070580174980 DOE NO. 2258 NOTICE TO BIDDERS Sewer Replacements in Pershing Avenue from Camp Bowie � Unit II: Paving Improvements Alternates NO.1 & NO. 2 for Pers6ing Avenue from Camp Bowie Boulevard to Ashland Avenue C115-02011504059 � K-1560 DOE NO. 2258 L�J ''I i�l ��I �,� LI � �' � �� LJ Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas will be received at the Purchasing Office until 1:30 PM, Thursday, October 7,1999 and then publicly opened and read aloud at 2:00 PM in the Council Chambers. Plans, Specifications and Contract Documents for this project may be obtained at the Office of the Department of Engineering, Municipal Office Building, 1000 T'hrockmorton Street, Fort Worth, Texas. One set of documents will be provided to prospective bidders for a deposit of $50.00; 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 nonrefundable basis for fifly dollars ($50.00) per set. These documents contain additional information for prospective bidders. Bid security is required in accordance with the Special Instruction to Bidders. Submission of Bids: This document is designed as two separate contract documents and proposals and shall not be construed as being a package. The Proposal Sections are designed as two separate proposals and are arranged to allow the Contractor to submit a bid on each individual proposal. The total low bid of each proposal is the appazent successful bidder. If the Contractor only submits a bid on one proposal and is the lowest proposed price total, the Contractor will be the apparent successful bidder for this individual proposal. However, it should be noted that Unit II Alternates No. 1& No. 2 are considered to be alternatives to the same proposal. In order to be considered the apparent successful bidder for the paving improvements, the Contractor is required to submit bids (including separate M/WBE information) for both Alternates. Unit I consists of the water and/or sewer line replacements. Unit II Alternates No. 1& No. 2 consist of the street and/or storm drain improvements. Pre-qualification Requirements for Water Denartment Work: The water and/or sanitary sewer improvements must be performed by a contractor who is pre- qualified by the Water Department at the time of bid opening. A general contractor who is not pre- qualified by the Water Department, must employ the services of a sub-contractor who is pre- qualified. The procedure for pre-qualification is outlined in the "Special Instructions to Bidders (Water Department)". . � � . Bidders shall, if annlicable, identify on the last page of the proposal section, the pre-qualifed sub- contractor who shall install the water and/or sanitary sewer facilities. Failure to list a sub-contractor who is pre-qualified by the Water Department shall result in the rejection of the bid as non-responsive. tJ L�!J � � L� � L! � i � L! � �I L�!J � � � � The City reserves the right to reject any and/or all bids and waive any and/or all inegulazities. No bid may be withdrawn until the expiration of forty-nine (49) days from the date the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate is received by the City. The award of contract, if made, will be within forty-nine (49) days after this documentation is received, but in no case will the award be made until the responsibility of the bidder to whom it is proposed to award the contract has been verified. Bidders are responsible for obtaining all Addenda to the contract documents and acknowledging receipt of the Addenda by initialing the appropriate spaces on the PROPOSAL form. Bids that do not acknowledge receipt of all Addenda may be rejected as being nonresponsive. Information regarding the status of Addenda may be obtained by contacting the Department of Engineering at 817-871- 7910. In accord with City of Fort Worth Ordinance No. 11923, as amended by Ordinance 13471, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contract. A copy of the Ordinance can be obtained from the Office of the City Secretary In addition, the bidder shall submit the MBE/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The documentation must be received no later than 5:00 PM, five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall render the bid nonresponsive. For additional information, contact Bryan Beck at (817) 871-7909. BOB TERRELL CITY MANAGER Advertising Dates: � September 9y 1999 GLORIA PEARSON CITY SECRETARY A. Dou as Rademaker, P.E. Direc Dep ent of Engineering By , � � '.=.o n Firing anager, Engi e 'ng Services September 16,1999 � C�� L�l CI � � SPECIAL INSTRUCTION TO BIDDERS (TRANSPORTATION/PUBLIC WORKS DEPARTMENZ� 1. BID SECURITY: Cashier's check or an acceptable bidder's bond payable to the City of Fort Worth, in an amount of not less than five (5°/a) 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, or (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 (1/10) the total capital and surplus. I� L�J I�� 2. 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 required to furnish a performance bond as well as payment bond, both in a suin equal to the amount of the contract awarded. The form of the bond shall be as herein provided and the surety shall be acceptable to the City. All bonds furnished hereunder shall meet the requirements of 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 fo'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 (1/10) of t�e total capital and surplus. If reinsurance is required, the company writing the reinsurance must be authorized, accredited or trusteed to do business in Texas. No sureties will be accepted by the City which are at the time in default or delinquent on any bonds or which are interested in any litigation aganist the City. Should any surety on the contract be determined a unsatisfactory at any time by the City, notice will be given to the contractor to that effect and the contractor shall immediately provide a new surety satisfactory to the City. I�� .I� � u u � If the contract amount is in excess of $25,000 a Payment Bond shall be executed, in the amount of the contract, solely for the protection of all claimants supplying labor and materials in the prosecution of the work. If the contract amount is in excess of $100,000, a Performance Bond shall be executed, in the amount of the contract conditioned on the faithful petformance of the work in accordance with the plans, specifications, and contract documents. Said bond shall solely be for the protection of the City of fort Worth. 3. LIOUIDATED DAMAGES: The Contractor's attention is called to Part 1, Item 8, paragraph 8.6, of the "General Provisions" of the Standard Specifications for Construction of the City of Fort Worth, Texas, conceming liquidated damages for late completion of projects. 4. AMBIGUITY: 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 City Ordinance No. 7400 (Fort Worth City Code Section 13-A-21 through 13-a-29) prohibiting discrimination in employment practices. I�1 6. WAGE RATES: All bidders will be required to complx with provision 5159a of "Vernons Annotated Civil Statutes" of the State of Texas with respect to the payment of prevailing wage rates as established by the City of Fort Worth, Texas and set forth in Contract Documents for this project. 7. FINANCIAL STATEMENT: A current certified financial statement may be required by the Department of Engineering if required for use by the CITY OF FORT WORTH in deterniining the successful bidder. This statement, if required, is "to be prepared by an independent Public Accountant holding a valid permit issued by an appropriate State Licensing 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 appropriate bonds, proof of insurance for Worker's Compensation and Comprehensive General Liability (Bodily Injury-$250,000 each person, $500,000 each occurrence; Property Damage -$300,000 each occurrence). The City reserves the right to request any other insurance coverages as may be required by each individual project. NONRESIDENT BIDDERS: Pursuant to'Article 601g, Texas Revised Civil Statutes, the City of Fort Worth will not award this contract to a non resident bidder unless the .nonresident's bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder to obtain a comparable contract in �he state in which the nonresident's principal place of business is located. "Nonresident bidder" means a bidder whose principal place of business is not in this state, but excludes a contractor whose ultimate parent company or �najority owner has its principal place of business in this state. "Texas resident bidder" means a bidder whose principal place of business is in this state, and includes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. This provision does not apply if this contract involves federal funds. The appropriate blanks of the Proposal must be filled out by all non resident bidders in order for its bid to meet specifications. The failure of a nonresident contractor to do so will automatically disqualify that bidder. 10. MINORITY AND WOMEN BUSINESS ENTERPRISES: In accord with City of Fort Worth Ordinance No. 11923, as amended by Ordinance 13471, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the office of the City Secretary. In addition, the bidder shall submit the MBE/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The Documantation must be received no later than 5:00 p.m., five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the Documentation was received by the City. Failure to comply shall render the bid non-responsive. Upon request, Contractor agrees to provide to owner complete and accurate information regarding actual work performed by Minority Business Enterprise (WBE) on the contract and payment therefore. Contractor further agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. T'he misrepresentation of facts (other than a negligent misrepresentation)�and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiation action under � � L�l � � � t�9 � � appropriate federal, state or local laws or ordinances relating to false statement; further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participation in City work for a period of time of not less than three (3) years. 11. AWARD OF CONTRACT: Contract may not necessazily be awarded to the lowest bidder of either Unit II Alternate No. 1 or Altemate No. 2. The Engineer will evaluate the bids�on Unit II Alternates No. 1& No. 2, and select the bid that is in the best interest of the City of Fort Worth. The City reserves the right to reject any and/or all bids and waive any and/or all irregularities. No bid may be withdrawn until the expiration of forty-nine (49) days from the date the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate is received by the City. The award of contract, if made, will be within forty-nine (49) days after this documentation is received, but in no case will the award be made until the responsibility of the bidder to whom it is proposed to award the contract has been verified. 12. PAYMENT: The Contract�r ��ill receive full 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 as a v�hole and not for individual locations. 13. ADDENDA: Bidders are responsible for obtaining all addenda to the contract documents prior to the bid receipt time and acknowledging them at the time of bid receipt. Information regarding the status of addenda may be obtained by contacting the Department of Engineering Construction Division at (817) 871-7910. Bids that so not acknowledge all applicable addenda may be rejected as non- resoonsive. 14. CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW: A. Workers Compensation Insurance Coverage a. Defmitions: �� L� � ��J �J I'� Certain of coverage ("certif cate"). A copy of a certificate of insurance, a certificate of authority to self-insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory worker's compensation insurance coverage for tt�.e person's or entity's employees providing services on a project, for the uuratioa of ihe project. ' � Duration of the project-includes the time from the beginning of the work on the project until the contractor's/person's work on the project has been completed and accepted by the governmental entity. � Persons providing services on the project ("subcontractor" in �406.096)-includes all persons or entities performing all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner-operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or toner services related to a project. "Services" does not include activities� unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. b. The contractor shall previded-coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory i� requirements of Texas Labor Code, Section 401.011 (44) or all employees of the contractor providing services on tt�e project, for the duration of the project. e. The Contractor must provide a certificate of coverage to the governmental entity prior to being�awarded the contract. d. If the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project, the contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. e. The contractor shall obtain from each person providing services on a project, and provide to the governmental entity: (1) a certificate of ccsverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (2) no later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during,the duration of the project. 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 governmental entity in writing by certified mail or personal delivery, within ten (10) days after the contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project. h. The contractor shall post on each project site a notice,' in the text, foi�n and manner prescribed by the Texas Worker's Compensation Commission, informing all persons providing services�on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. I. The contractor shall contractually require each person with whom it contracts to provide services on a project, to: (1) provide coverage, based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas labor Code, Section 401.011' (44) for all of its employees providing services on the project, for the duration of the project; (2) provide to the contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (3) provide the contractor, prior to the end of the coverage period, a new certificate of coverage showin� extens:on of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; ..�>:, . „_ . (4) obtain from each other person with whom it contracts, and provide to the contractor: L�J �� i� � (a) a certifcate of coverage, prior to the other perSon beginning work on the project; and (b) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter. (6) notify the governmental entity in wiring by certified mail or personal delivery, within ten (10) days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (7) contractually require each person with whom it contracts, to perform as required by pazagraphs (1) -(7), with the certificates of coverage to be provided to the person for whom they are providing services. j. By signing this contract or providing or causing to be provided a certificate of coverage, �� the contractor is representing to the governmental entity that all employees of the contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on � proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self insured, with the commission's Division of Self-Insurance Regulation. Providing false or � misleading information may subject the contractor to administrative, criminal, civil penalties or other civil actions. ��1 � t�7 � � l#� 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 breach from the governmental entity. B. The contractor shall post a notice on each project site informing all persons providing services on the project that they are 'required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Compensation Commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text, without any additional words or changes: "REQUIRED WORKER'S COMPENSATION COVERAGE" Tlie law requires that each person working on this site or providing services related to this construction project must be covered by worker" compensation insurance. This includes persons providing, hauling or delivering equipment or materials, or providing labor or transportation or other service related to the project, regazdless of the identity of their employer or status as an employee". Call the Texas Worker's Compe�}sation Commission at 512=44�b-3789 to receive information on the � legal requirement for coverage, tp verify whether your employer has provided the required coverage, or to report an employer's failur� to provide coverage". , , .�:s.:, . , ��' ' � 15. NON DISCRIMINATION: The contractor shall not discriminate against any person or persons because of sex, race, religion, color, or national origin and shall comply with the provisions of City Ordinance 7278, as amended by City Ordinance 7400 (Fort Worth City Code Sections 13A-21 through 13A-29), prohibiting discrimination in employment practices. 16. AGE DISCRIMINATION: In accordance with the policy ("Policy") of the Executive Branch of the federal government, contractor covenants that neither it nor any of its o�cers, members, agents, or employees, will engage in performing this contract, sh�ll, in connection with the employment, advancement or discharge of employees or in connection with the terms, conditions or privileges of their employment, -disc"riminate against person because of their age except on the basis of a bona fide occupational qualification, retirement plan or statutory requirement. , -,,� Contractor further covenants that neither it nor its officers, members, agents, or employees, or person acting on their behalf, shall specify, in solicitations or advertisements for employees to work on this Contract, a maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification, retirement plan or statutory requirement. Contractor warrants it will fully comply with the Policy and will defend, indemnify and hold City harmless against any and all claims or allegations asserted by third parties against City arising out of Contractor's alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this Contract. 17. °DYSCRIMINATION DUE TO DISABILITY.: In accordance with the provisions of the Americans with Disabilities Act of 1990 ("ADA"), Contractor warrants that it will not unlawfully discriminate on the basis of disability in the provision of services to the general public, nor in the availability, terms and/or conditions of employment for applicants for employment with, or current employees of Contractor. Contractor wanants it will fully comply with ADA's provasions and any other applicable federal state and local laws concerning disabi(ity and will defend indemnify and hold City hatmless against any claims or allegations asserted by third parties against City arising ou� of Contractor's alleged failure to comply with the above-referenced laws concerning disability discrimination in the performance of this Contract. Revised March 15, 1996 �� .,, _.. � . . , � ' • , J � . __ � . . ;�,. �, �«;,�•�� . . a— r I�' K t .. ' y..,;�t" �.„;'h, ' ;,;� ATTACHMENT 9A Ci Of FOI'f WOf'tI1 ., - Page 1 of 2 Minority and Women �usiness Enterprise Specifications --- MBEIWBE UTiLIZATION � � -�- ' M��`��i •��' �� - ' IME COMPANY NAME BIO DATE • � r.; -.,M .� -_ �_ � --- ,�APAC—TEXAS, INC. , • .. . 10-T"�+`.99:"".� ;°F-";:`'�_....-'�",.� . PRWECT NAME PROJECT NUMBER � .: , _; � PERSHING AVE. (UNIT II: PAVING IMPROV. ` - ' ' "' "-"Ci"�5='0�4:=i"'ES"-�04�0=5�9"� � - - j'TY'S M/WBE PROJECT GOAL: 3 3� � ••.` � M/R'BE PERCENTAGE ACHIEVED: �"�3�3�5 y� Y` � ,..j aiiure�to::complete th[s form, in its entirety=with sapporting�documentation,��and�'�eceived':liy the;=_Managing partment.on or before 5:OO��p.m. five (5) City business'days�after bid open�ng, exclusive of bid open�ng date,:_will:. _ sult in the bid being considered non-responsive to bid specifications.� µ.�> � ^ �: �;��.� ,;. ' „� ._ , � ,_ . : �e undersigned bidder agrees'to ente� into�a formal agreement with tfie MBE and/or WBE firms for work�listed in this hedule, conditioned upon execution of a contract with. the City of Fort Y1io�th:� nThe intentional andlor knowing misrepresentation of facts is grounds for consideration of disqualification and wiil result in the bid 6eing considered �n-responsive to specifications. . . . - � - - -. �_ .... �'�-. _ ,.�-�-.;: �==�: -• �-��.. ".` - . � . � �J . , ..." : , , ' Company Name, Contact Name, �e�tifled Specify All Contracting Specify Ali ltems to be Dollar Amount � ^� Address, and 7elephone No. .. Scope of Work (") m F ;"""'�,"Supplled(*j F'�'�`"�� "� `' � ' J � o� . � ± '�� g,m � 4� ' . - �� -� �HAN�LE CONCRETE & CQNST. r '-POC :_ ED SHANKLE __,____�____ '�.'�: BOX 181891 .�AI.LAS, TX 75218 �` I (2141 320-1187 � � z � ��20. CURB & GUTTER • �`21. VALLEY GUTTER � � � �22. corrc �s/w; L/w�; e•r-c�: •`•23. S/W,etc. EXP AGG �"24. CONCRETE ST�PS,a '25. CONCRETE DRVWY�' �26. DRVWY, EXP�AGG, ' ,. .... ..,„�;.. —:M:.� ,�j�N�.�de��. .. ,„ ., M' �� , . , • . -. � . . . . _ r a,'. • .... - - - - , . _ . . _ . _ .. _ �,. ��:�.._ • ,.. -.-: =. . _ ' . .. . � .� w_ �r . f ..� 1 ` • ' . � TOTAL• . $19.2,,330.00 �. . . e .. MIWBEs mast tie locatsd in the 9'(nina) county marlcetplace or currenUy doinq bustness In the marlcetpiace at the tlme of bfd. ` . . �-•;: � li' . ... , . ._ . . • • .. �') Specify alt ar8as in which MWBE's are to be utit�ad a�dfor itoms to be suppUed: . � �• . . .� � A completa listlng of Items to be suppiled Is required in order to recoive credit toward the MNVSE poai. '' � '. ' - } � , �. �) Iderrtify each Tier level. • Tler. Means the level of subeontracting below ttw pNme contraetoNconsultant, .l.e., a direet payme�rt I '� � from the prime contractor to a subcontractor is coesidered t" Uar, a paymeM by. a aubcontractor to Its supplier Es co�sidered�2'� tler. � � ' ' � � • � � THIS FORM MUST BE RECEIVED BY 7HE MANAGING DEPARTMENT BY 5:00 p.m.� FIVE (5) CITY BUSINESS DAYS AFiER BID OPENING, EXCLUSIVE OF THE BID OPENING DATE � Rev. 6/2198 � � . o�. -_.xn- � :� � � `' �� City of Fort Worth � - Minority and Women Business Enterprise Specifications ' �. � � � . MBEIWBE �UTILlZATION � � Company Name� Contact Name, �enif�ed, .�.- Specify All Contracting•. Address, and Telephone No.- . � � � � : .. Scope of Work (') � d, :�' . . . � � ....� _�--�.. ��.'� °$ .. ..' : . .. .. . . �. Z �� . � .. � .�r.. . , . . .. .. . . _ � . . . . -r. . . - . . Rw� . :.. .. . . _ . , .�e' . " . . W... w . e � ��E� �..._ . . � • �i'« ¢t � �e• ' . ..e �1� 1..AWt�- .w.�, � , . �'- + �... ,.. . � w . ...�. . r:a��na,e, .. ' . I' • � . y ... . . , , . . . _ �o = +k-+s. ,�. y �wncsa�nm-.en.. � n., v < �- tr '+.. w...a,3�,}:e.w ...L .y i.... ' +`� f :y � . �r+.��`•++��w�-��+r.�.�+�... - _ �.r 1YY r ^ C� ....__...►�._.__. � �._ ......_..._. , : �.______�_.______.��: ��..:_._.. C. .� �.- : � —'�• . -�. . . � .....��.� p .�.� . "'; ` � . _ i ,. _ ^4 -. ..-.Yt--..._... . _ .� . ...�.,�..� r.�.._� .. � ... � :1. , , . Specify Af( ttems to be _. . � �Suppiied(*).. . , . . Doltar Amount . � �� . . �� . � N~�. � . .. r .� � � � .� � � ! ' ' � � �The bidder further agrees to provide, ciirectty to the City upon request, complete and accurate information regarding actuai work performed by al! subcontractors, including MBE(s) and/or WBE(s) arrangements submitted with this bid. ( aThe bidder also agrees to,allow an audit andlor examination_ of any books� records and files held by their company that will substantiate the actuaf work performed by the MBE(s) and/or WBE(s) on this contract, by an authorized officer or emptoyee of the City, Any intentional andlor knowing misrepr�sentation of facts wi[I be grounds for I �terininating the corttract or debarment from City work for a period of not less than �hree (3j years and for initiating action under Federal, State or Loca! laws concerning false statemenis. Any failure to compty with this ordinance and creates a material breach oi contract may �esutt In a determination cf an irresponsible offeror and barred from parEicipating in City work for a period of time not iess than one (1) year.��. ,,,. I � ' . . , -,-�- `_.. _ _�....� .� .�...,..�,.�.��..�,_._ , . � � _- .. . ALL MBEs and WBEs ST BE CERTIFIED BY THE CITY BEFORE CONTRACT AWARD . � � , � �� i A ho e Si nature ` `-, .�� -...___ __ _ _ �---..,.�.. . Print d Si �nature Fr. T . .. _ + M � � BRANCH �MANAGER + . J# . � , . , -�' g• , .. - . Titie,�`� , -�� Contact Name and Titie (if different) ��-Ai��--�EX�1S�,----INC...�.. t (8171 33h-f15� 1 Com an ... ��,....... : . . . .. � , . . . _ .: .�.,:� ��.,�:. . . p y. Name Telephone Number (s) .19`02�C/1LD SPRINGS Rn P.n +^B�X 1£i07 'V'� '.�,(817) 877-49�R , . � , .. ..... . ' ' � Address � �. . � . .:_ �._._.....� . �_ �.. .__... . . Fax Number - ' �ORT�.WORTH,� TX` ' 761(3°I�=. ' ,�� T - � .. ' . . " ,,,,.."OCTOBER 18, 1999 � � ��.u..+�t. .`�.' . a CitylState2ip Code ; � . _ _ . ^ M ' �' . . . �' Date . . . � . . , � - _ .. . ATTACHMENT iA Page 2 of 2 Y� • Y�� i. �.. 4. „ ' r , ' ` - TN1S FORM MUST BE RECEIVED BY THE MANAGING DEPARTMEN7 SY 5:00 p.m., FIVE (5) C(TY BUSINESS DAYS AFTER BID ��, ,��wa ��:�� . . •, .. OPENING, EXCLUSIVE OF THE BID OPENiNG DATE ��.;�� . � . ` ' , ' , • _ _ Rev. W213! � � � � PROPOSAL This proposal must not be removed from this book of Contract Documents. TO: Bob Terrell � City Manager Fort Worth, Texas � l�7 L� i!�J ��l J i� � � � l�l Itl � LJ Fort Worth, Texas Unit II: Paving Improvements Alternates NO. 1& NO. 2 for Pershing Avenue from Camp Bowie Boulevard to Ashland Avenue C115-02011504059 K-1560 Pursuant to the foregoing'Notice to Bidders', the undersigned Bidder, having thoroughly examined the Contract Documents, including plans, special contract documents, the Standard Specifications for Street and Storm Drain Construction-City of Fort Worth, and Standard Specifications for Public Works Construction-North Central Texas the site of the project and understanding the amount of work to be done, and the prevailing conditions, hereby proposes to do all the work, furnish all labor, equipment and material except as specified to be furnished by the City, which is necessary to fully complete the work as provided in the Plans and Contract Documents and subject to the inspection and approval of the Director of the Department of Engineering of the City of Fort Worth, Texas; and binds himself upon acceptance of this Proposal to execute a contract and furnish an approved Performance Bond, Payment Bond, and such other bonds, if any, as may be required by the Contract Documents for the performing and completing of the said work. Contractor proposes to do the work within the time stated and for the following sums: , � 1 � � � I � I � � � � � � 1 � � � � � UNIT II: PAVING IMPROVEMENTS ALTERNATE NO. 2 SPEC PAY APPROX. DESCRIPTION OF ITEMS WITH BID PRICES UNIT TOTAL .. ITEM ITEM QUANTITY WRITTEN IN WORDS PRICE AMOUNT BID S.P. 1. 1 LS. UTILITY ADNSTMENT TWENTY-FIVE THOUSAND Dollars & . � NO Cents Per LS. $ 25,000.00 $ 25,000.00 S.P. 2. 2 EA. PROJECT DESIGNATION SIGNS THREE HUNDRED • -• Dollars & � NO Cents Per EA. •� $ 300.00 104 3. 8,830 LF. REMOVE EXIST. CURB & GUTTER n�o Dollars & • � � " �• . ,��-cr�- r'K�'�' Cents Per LF. $ �• q3 104 4. 6,000 SF. REMOVE EXIST. CONCRETE SIDEWALK, LEADWALK AND/OR WHEELCHAIR � , , • . • RAMPS l�� Dollars & $ o. s z ' ��rY-Two Cents Per SF. � �104 -. 5. 18,400 SF. REMOVE EXIST. CONCRETE DWY. �� Dollars & Fr�r�f— r�.•o Cents Per SF. $ o. S2- • 106 . 6. 3500 � CY. UNCLASSIFIED STREET EXCAVATION S.P. � N�� Dollars & , , r�'�' Cents Per CY. $ 9• �° � 452 7. 3- � EA. REMOVE EXIST. 3' INLET r«c�r a�.� T«.c.�•�-y- F"�v�' Dollars & $ 600.00 $8�ir.po $ 3/zQ. o0 $ 9S6g• oa $ �/, Sso. o0 N o Cents Per EA. $ 8Zs' o o $ z-5�7s, Qo 452 • 8. 3 EA. REMOVE EXIST. 5' INLET � �,�N,- H�H.c+m rwc.�-y_ ,r,,,c Dollars & � Cents Per EA. $ 8 � �° 452 9. 2� , EA. REMOVE EXIST. 10' INLET .._ E.�er KaFDw.c3 T.�t.✓rY- F�✓�' Dollars & $ � S�7S. o e �o Cents Per EA. $ 8�� $!6 So, o 0 452 10. 1 EA. REMOVE EXIST. 15' INLET � (GKr rtuvs�ce? Tvr-�"Y ��E Do11aPs & N� Cents Per EA. $ 8zs °° 452 11. 90 LF. REMOVE EXIST. 15" R.C.P. � ^' Dollars & � �a-n' Cents Per LF. $ !o . 3 • $ QZS O� $ 9 z 7 . o+ 440 12. 159 LF. PROP. 21" CL. III R.C.P. °� s�Y�''i'r�� Dollars& .� Cents Per LF. $ 62. ao $ 98s� • o0 440 13. 69 LF. PROP. 27" CL. III R.C.P. n�"'�'" T�-�" Doltars & n� Cents Per LF. $ 7 3. oo $,so37. ao 440 14. 1 LF. PROP. 27" CL. III 90° BEND << �c" k��,c,r� Fr Fr�eN Dollazs & n�� Cents Per LF. $ S �S, ao $�'iS. oc 444 15. 8 EA. PROP. STD. 10' INLET 'T�..� � °"f'"`� Dollazs & No Cents Per EA $ z000, oo $ �6, 000, 09 444 16. 1 EA. PROP. STD. DBL. 10' INLET .T,�,c,c� rN.ur.•.� �rzcKr ��,..� Tu,E,�rr pollazs & ' �' � N� Cents Per EA $ 3� zo, oo $ 38 z o. ao 444 17. 1 EA. PROP. ST'D. 4' SQ. MANHOLE T� T ° "`�'� �"��' Dollazs & ., � � Cents Per EA $ zo�o, oo $ zo6o, o0 S.P. 18. 228 LF. PROP. TRENCH SAFETY • 525 T � Dollars & '�'�N Cents Per LF. g 3. �o $-�0 6. 80 402 19. 200 CY. PROP. TRENCH EXCAVATION & BACKFILL s��"' Dollazs & $ 7. z-S $ i s�So. o a r�1�y' <<"� Cents Per CY. ' ' S0� � 20. 8,83U LF. PROP. 7" CURB & 18" GUTT'ER S.P. �'�'' Dollars & TKf2TY Cents Per LF. $/0.30 � po� 9�9. a� 504 21. 3,90U SF. PROP. STD. 7" CONCRETE VALLEY GfiJTTER , T'w o Dollars & $�• p fl $��, 3 �o. o 0 .�� Cents Per SF. ` � • � • � 504 ' 22. 8,500 SF. PROP. STD. 4" REINFORCED CONCRET'E SIDEWALK, LEADWALK AND/OR WHEELCHAIR RAMPS 'Tw� Dollars& •:$ z.6o $ zz��oo.00 '' ' ' Si xTY Cents Per SF. - 504 23. 380 SF. PROP. STD. 4" REINFORCED CONCRET`E , SIDEWALK OR L�ADWAL'K W/ EXPOSED �° ' � ' � AGGREGATE ' ' -s''x Dollazs & $ 6. z o $ z 3 s5. r�° Tw�''"rY Cents Per SF. 1 � � � � I� � '. � � � � ' r � � � 1 � 504 24. 200 SF. PROP. CONCRE'TE STEPS �- r��r - TK.�� Dollars & . . • rw��Y Cents Per SF. $ 13, Q O $ �( �0, bb 504 25. 19,000 SF. PROP. STD. 6" REINFORCED CONCRETE DWY. � '�'�� Dollars & $ 3• �O $ 5�,9 eo, o0 , • �^� Cents Per SF. 504 26. 1,600 SF. , PROP. STD. 6" REINFORCED CONCRET'E � DWY. W/ EXPOSED AGRREGATE �'�`{ Dollars& $ S. Z.c $ 8320.00 Tw�'^��' Cents Per SF. 210 27. 18,650 SY. PROP. 6" LIME STABILIZED SUBGRADE @28#/S.Y. TK'�'�' Dollars & $ 3.�° $ S7, a r S, o 0 TE�/ Centc Per RY. �� Cents Per Ton 312 29. 16,200 SY. PROP. 5" H.M.A.C. PAVEMENT S.P. �«�= Dollars & s'��'`�"F�� Cents Per SY. 312 30. 50 TON PROP. H.M.A.C. TRANSITION � r� k�Y- F� tiC' Dollazs & �✓� Cents Per TON. S.P. 31. 500 LF. PROP. 6" PIPE SUBDRAIN 500 ��"�'N Dollars & � ` F� � � Cents Per LF. S.P. 32. 750 CY. PROP. TOP SOIL 116 NINE Dollars & NO Cents Per CY. S.P. 33. 13 EA. PROP. ADNST WATER VALVE BOx TWO HiJNDRED Dollars & NO Cents Per EA. S.P. 34. 7 EA. PROP. ADJUST MANHOLE THREE HUNDRED FIFTY Dollars & NO Cents Per EA. S.P. 35. 123 EA. PROP. ADNST WATER METER BOX THIRTY FIVE •Dollars & NO Cents Per �A. $ /oo. oo $ z6� /oo, o0 $ 8. 6S $ /�o� /,30, o 0 $ 8s.00 $ yctso.00 $ ��. So $ S7So. eo $ 9.00 $ 6,750.00 $ 200.00 $ 2,600.00 $ 350.00 $ 2.450.00 $ 35.00 $ 4,305.00 TOTAL AMOUNT BID-iJNIT II-ALTERNATE NO. 2$-s � 5; e �3. 7 0 SUMMARY OF BIDS: . � , � , TOTAL AMOiTNT BID-UNIT II-ALTERNATE NO.1 $ sp �� 4<4`. S° TOTAL AMOUNT BID-UNIT II-ALTERNATE NO. 2$ s� �, s� �3. 7a a . . , � � 1• h � a L+�'J I� I�� !J � � � C�� L�J l�J lJ L�J L�J ��J L�J �!J This contract is issued by an organization which qualifies for exemptiors pt�rsuant tn the provision of Article 20.04 (F) of the Texas Limited Sales, Excise and Use Tax Act, •� Taxes. All equipment and materials not consumed by or incorporated into t�e project construction, are subject�to State sales taxes under House Bill 11, enacted August 15, 1991. The successful Bidder shall be required to complete the attached Statement of Materials and Other Charges at the time of executing the contract. The Contractor shall comply with City Ordinance 7278, as amended by City Ordinance 7400 (Fort Worth City Code Sections 13-A-21 through 13-A-29), prohibiting discrimination in employment practices. The undersigned agrees to complete all work covered by these contract documents within Ninety (90) 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. 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 depdsit check in the sum of Dollars ($ ) is to be forfeited in the event the contract and bond are not executed within the time set forth, as liquidated damages for delay and additional work caused thereby. (Uwe), 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) ��A� Addendum No. 3 (Initials) Addendum No. 2 (Initials) ��A � Addendum No. 4 (Initials) Respectfully submitted: (SEAL) Date / O� 0'7 � �I q , � _ BY �- �� O� S,� i chae f Addres Telephone ( $I'7) 33G� 05Z1 Title _F,ra.nch Mana��r Address P D. Bo� 1807 For+ vVor-Fh, T • -7�lO1 � � � � � � � � � � � � � � � D� � . b b %Lo�o/ :a��Q �I�aS) � 1 Z ar 0 -�I �' �" � L l js ) :auoqdala,I, . . a ' � . . . .. 1 � ., � u Nonresident vendors in (give State), our principal place of business, aze not required to underbid resident bidders. � The 1985 Session of the Texas Legislature passed House Bi11620 relative to the awazd of contracts to � nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-State contractors whose corporate offices or principal place of business are outside of the State of Texas) � bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required too underbid a nonresident bidder in order to obtain a comparable contract in the State in which the nonresident's principal D place of business is located. The appropriate blanks in Section A must be filled out by all out-of-State or nonresident bidders in order for your bid to meet specifications. The failure of out-of-State or nonresident contractors to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. � A. Nonresident 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. � � L'�J C�J B. Our principal place of business or corporate offices aze in the State of Texas. BIDDER: VENDOR COMPLIANCE TO STATE LAW 1! rj APAC-Texas_ ='nc, !„! l�J � L�' �I �� By: �cl S. M �'eh Qel (Please print) � U, �oX ! g�7 Signature: ._ �, ��(1C�.��, �� F�or.� Worth. Tx. 7tp �o! Title: �Ya nGl� M an agsr' City State Zip � (Please print) THIS FORM MUST BE RETURNED WITH YOUR OUOTATION l� r� I'�� 0 � CI� LJ �,I � � u Ll �� lJ � u �J SPECIAL PROVISIONS (TRANSPORTATION/PUBLIC WORKS) Unit II: Paving Improvements Alternates NO.1 & NO. 2 for Pershing Avenue from Camp Bowie Boulevard to Ashland Avenue C115-02011504059 K-1560 I. SCOPE OF WORK: The work covered by these plans and specifications consist of Unit II Altemate No. 1: 3" H.M.A.C. pavement over 8" cement stabilized pulverized subgrade or Unit II Altemate No. 2: 5" H.M.A.C. pavement over 6" lime stabilized subgrade and all other miscellaneous items of construction to be performed as outlined in the Plans and Specifcations which are necessary to satisfactorily complete the work ' 2. AWARDING OF CONTRACT: Contract may not necessarily be awarded to the lowest bidder of either Unit II Alternate No. 1 or Alternate No. 2. The City Engineer shall evaluate and recommend to the City Council the best bid which is considered to be in the best interest of the City. 3. WORK ORDER ISSUANCE: All utilities and right-of-way easements aze expected to be clear and easements and/or permits obtained on this project within sixty (60) days of advertisement of this project. The work order for subject project will not be issued until all utilities , right-of-ways, easements and/or permits are cleared or obtained. The Contractor shall not hold the City of Fort Worth responsible fQr any delay in issuing the work order for this Contract In addition, specific to this contract, the Contractor will not be issued work orders until the water and sanitary sewer replacements in Pershing Avenue have been completed and accepted. Upon acceptance of utility work, the Contractor will be issued a work order and will have fourteen (14) working days to begin work. When the work order is issued, the Contractor will be considered to be in control of this project. ' -� � "° The paving contractor will be required to attend the pre-construction conference for the water and sewer project and will be provided with a more accurate schedule at that time. An updated schedule form the Utility Contractor will be given to the Paving Contractor on a monthly basis in order to aid the Paving Contractor's in preparing his schedule. 4. WORKING DAYS: The Contractor agrees to complete the Contract within the allotted number of working days. 5. INCREASE OR DECREASE IN OUANTITIES: The quantities shown in the proposal are approximate. It is the Contractor's sole responsibility to verify all the minor pay item quantities prior to submitting a bid. When the quantity of work to be done or materials to be furnished under any major pay item of the contract is more than 125% of the quantity stated in the contract, whether stated by Owner or by Contractor, then either party to the contract, upon demand, shall be entitled to negotiate for revised consideration on the portion of work above 125% of the quantity stated in the contract. When the quantity of the work to be done or materials to be fumished under any major pay item of the contract is less than 7�6% of the quantity stated in the contract, whether stated by Owner or by Contractbr, then either party to the contract, upon demand, shall be entitled to negotiate for revised consideration on the portion of work below 75% of the quantity stated in the contract. This paragraph shall not apply in the event Owner deletes a pay item in its entirety from this contraE�� A major pay item is defined as any individual bid item included in the proposal that has a total cost equal to or greater than 5 percent of the original contract. l�J A minor pay item is defined as any individual bid item included in the proposal that has a total cost less than 5 percent of the original contract. In the event Owner and Contractor are unable to agree on a negotiated price, Owner and Contractor agree that the consideration will be the actual field cost of the work plus 15% as described herein below, agreed upon ni writing by the Contractor and Department of Engineering and approved by the City�Council after said work is completed, subject to all other conditions of the contract. As used herein, field cost of the work will include the cost of all workmen, foremen, time keepers, mechanics and laborers; all materials, supplies, trucks, equipment rental for such time as actually used on such work only, plus all power, fuel, lubricants, water and similar operating expenses; and a ratable portion of premiums on performance and payment bonds, public liability, Workers Compensation and all other insurance required by law or by ordinance. The Director of the Department of Engineering will direct the form in which the accounts of actual field cost will be kept and will recommend in writing the method of doing the work and the type and kind of equipment to be used but such work will be performed by the Contractor as an independent Contractor and not as an agent or employee of the City. The 15% of the actual field cost to be paid to the Contractor shall cover and compensate him for profit, overhead, general super,vision and field office expense and all other elements of cost and expense not embraced with the actual field cost as herein specified upon request, the Contractor shall provide the Director of Engineering access to all accounts, bills and vouchers relating thereto. 6. RIGHT TO ABANDON: T'he 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. � - � . � 7. CONSTRUCTION SPBCIFICATIONS: This contract and project are governed by the two following published specifications, except as modified by the�e 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 either of these specifications may be purchased at the Office of the Department of Engineering, 1000 Throckmorton Street, 2"d 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 Engineer. If not shown, then applicable published specifications in either of these documents may be followed at the discretion of the Contractor. General Provisions shall be those of the Fort Worth document rather than Division 1 of the North Central Texas document. 8. CONTRACT DOCUMENTS: Bidders shall not sepazate, detach or remove any portion, segment or sheets from the contract documents at any time. Failure to bid or fully execute contract without retaining contract documents intact may be grounds for designating bids as "nonresponsive" and rejecting bids or voiding contract as appropriate an,d as datermined by the Dire,ctor of the Department of Engineering. 9. MAINTENANCE STATEMENT: The Contractor shall be responsible for defects in this project due to faulty materials and workmanship, or both, for a period of one (1) year from date of fmal acceptance of this project by the City Council of the City of Fort Worth and will be required to replace at hi� expense any part or all of the project which becomes defective due to these causes. 10. CONSTRUCTION STAKING: Construction stakes for line and grade will be provided by the City as outlined on page 17, Standard Specifications for Constntction, City of Fort Worth. ,. ., , y � i, v� y I I� ,-1 � � � I�l � � CI�� C � LJ �l l� 11. TRAFFIC CONTROL: The contractor shall be responsible for providing traffic control during the construction of this prbject consistent with the provisions set forth in the "1�980 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 Department, Tra�c Services Division (phone number 871-8100), to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above referenced manual and such temporary sign must be installed prior to the removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent sign can be reinstalled the Contractor shall again contact the Signs and Markings Division to reinstall the permanent sign and shall leave his temporary sign in place until such reinstallation is completed. 12. 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 materia�l;`'if any, which is to be furnished by the City. When such extra compensation is claimed a written statement thereof shall be presented by the Contractor to the Engineer and if by him found correct shall be approved and referred by him to the Council for fmal approval or disapproval; and the action thereon by the Council shall be fmal and binding. If delay is caused by specific orders given by the Engineers to stop work or by the performance of extra work or by the failure of the City to provide material or necessary instructions for carrying on the work, then such delay will entitle the Contractor to an equivalent extension of time, his application for which shall, however, be subject to the approval of the City Council; and no such extension of time shall release the Contractor or the surety on his performance bond form all his obligations hereunder which shall remain in full force,, until the discharge of the contract. 13. 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 "1980 Texas Manual on Uniform Traffic Control Devices, Vol. No. 1." ' � � 14. DISPOSAL OF SPOIL/FILL MAT'ERIAL: Prior to the disposing of any spoiUfill material, the contractor shall advise the Director of the Department of Engineering acting as the City of Fort Worth's Flood Plain Administrator ("Administrator"), of the location of all sites where the contractor intends to dispose of such material. Contractor shall not dispose of such material until the proposed sites have been determined by the Administrator to meet the requirements of the Flood Plain Ordinance of the City of Fort Worth (Ordinance No. 10056). All disposal sites must be approved by the Administrator to ensure the filling is not occurring within a flood plain without a permit. A flood plain permit can be issued upon approval of necessary engineering studies. No fill permit is required if disposal sites are not in a flood plain. Approval of the contractors disposal sites shall be evidenced by a letter signed by the�A�clministrator stating that the site is not in a known flood plain or by a Flood Plain fill Permit authorizing fll within the flood plain. Any exp�nses associated with obtaining the fill permit, including any necessary engineering studies, shall be at the contractors expense. In the event that the contractor disposes of spoiUfill materials� at a site without a fill permit or a letter from the administrator approving the disposal site, upon notification iiy the Director of , � :3 ..��4,r , �ngineering, contractor shall remove the spoiUfill material at �its expense and dispose of' such materials in accordance with the Ordinance of the City and this section. 15. ZONING REOUIREMENTS: During the construction of this project, the Contractor shall comply with present zoning requirements of the City of Fort Worth in the use of vacant property for storage purposes. 16. OUALITY CONTROL TESTING: (a) The contractor shall furnish, at its own expense, certifications by a private laboratory for all materials proposed to be used on the project, including a mix design for any asphaltic and/or Portland cement concrete to be�used and gradation analysis for sand and crushed stone to be used along with the name of the pit from which the material was taken. The contrarctor shall provide manufacturer's ce�tifications for all manufactured items to be used in the p1'oject and will bear any expense related thereto. (b) Tests of the design concrete mix shall be made b� the contractor's laboratory at least nine days prior to the placing of concrete using the same aggregate, cement and mortar which are to be used later in tlie concrete. The contractor shall"provide a certified copy of the test results to the City. (c) Quality control testing of in situ material on this project will be performed by the�City at its own expense. Any retesting required as a result of failure of the material to mee� project specifications will be at the expense of the contractor and will be billed at commercial rates as determined by the City. The failure of the City to make any tests of materials �hall in no way relieve the contractor of its responsibility to furnish materials and equipment conforming to the requirements of the contract. (d) Not less than 24 hours notice shall be provided to the City by the contractor for oper'ations requiring testing. The contractor shall provide access�and trench safety�system (if required) for the site to be tested and any work effort involved is deemed to be included in the unit price for the item being tested. (e) The contrac�or shall provide a copy of the trip ticket for each load of fill material delivered to the job site. The ticket shall specify the name of the pit supplying the fill material. 17. PROPERTY ACCESS: Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer� 18. SAFETY RESTRICTIONS - WORK NEAR•HIGH VOLTAGE LINES: The following procedures will be followed regarding the subject item on�this contract: (a) A warning sign not less than five inches by seven inches, painted yellow with black letters that are legible at twelve feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar app��ratus. T'he watning sign shall read as follows: "WARNING—UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES." (b) Equipment that may be operated within ten feet of high voltage lines shall have an insulating cage-type of guard `about 'the boom or arm, except back hoes or dippers and insulator links on the lift hood connections. (c) When necessary to work within six feet of high voltage electric lines, notification shall be given the power company (T[J� Elecfric; Service Company)ywh�ch will erect temporary mechanical liarriers, de- energize the line or raise or,lower the line. The work done by the power company shall not be at the ,,.,. , . � �l CI u L�J ��J � u � � expense of the City of Fort Worth. The notifying department shall maintain an accurate log of all such calls to TCJ Electric Service Company and shall record action taken in each case. (d) The contractor is required to make""arrangements with the TU Electric Service Company for the tem�torary relocation or raising of high voltage lines at the contractor's sole cost and expense. (e) No person shall work within six feet of a high voltage line without protection having been taken as outlined in Paragraph (c). 19. WAT'ER DEPARTMENT PRE-OUALIFICATIONS: Any contractor performing any work on Fort �Vorth water or sanitary sewer facilities must be pre-qualified with the Water Department to perform such work in accordance with procedures described in the current Fort Wortti Water Department General Specifications which general specifications shall govern performance of all such work. 20. RIGHT TO AUDIT: (a) Contractor agrees that the City shall, until the expiration of three (3) years aRer final payment under this contract have access to and the right to examine and photocopy 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 shall be provided adequate and appropriate work space in order to co�duct 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, under the expiration of three (3) years after fmal payment under the subcontract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of such subcontractor involving transactions to the subcontract and further, that City shall have access during normal working hours to all subcontractor facilities and shall be provided adequate and appropriate`work space in order to conduct audits in compliance with the provisions of this article together with subsection (c ) hereof. City shall give subcontractor reasonable advance notice of intended audits. ' (c) Contractor and subcontractor agree to photo copy such documents as may be requested by the City. The City agrees to reimburse contractor for the cost of copies as follows: 1. 50 copies and under $0.10 per page. 2. More than 50 copies $0.85 for first page plus $0.15 for each page thereafter. � (d) "Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this contract have access to and the right to examine any directly pertinent books, documents, papers and records of such subcontractor, involving transactions to the subcontract and furkher, that City shall have access during normal working hours to all appropriate work space, in order to conduct audits in a compliance with the provisions of this article. City shall give subcontractor reasonable advance notice of intended audits." u � � CONSTRUCTION NON-PAY ITEM No. 1- CLEARING AND GRUBBING,: '� �� " � All objectionable items within the limits of this projec� and not othe�v�iise provided for shall be �removed "under this item in accordance with Standard Specification Item 102, "Clearing and Grubbing." However, no direct payment will be made for this item and it shall be considered incidental to this contract. , NON-PAY ITEM No. 2- SPRINKLING FOR DUST CONTROL: L�J All applicable provisions of Standazd Specifications Item 200, "Sprinkling for Dust Control" shalI apply. However, no direct payment will be made for this item and it shall be considered incidental to this contract. NON-PAY ITEM No. 3- PROTECTION OF TREES. PLANTS AND SOIL: All property along and adjacent to the Contractor's operations including law�fs, yards, shrubs, t'rees, etc. shall be preserved or restored after completion of the work to a condition equal or better than existed prior to start of work. By ordinance, the`contractor must obtain a permit from the City Forester before°any work (trimming, removal or root pruning) can be done on trees or shrubs growing on public property including street rights-of-way and designated alleys. This permit can be obtainad by calling the Forestry Office at 87�-5738. All tree work shall be in compliance with pruning standards for Class II Pruning as described by ihe National Arborist Association. A copy of these standards can be provided by calling the above number. Any damage to public trees,, due to negligence by the Contractor shall be assessed using the current formula for Shade Tree Evaluation as defined by the International �ociety of Arboriculture. Payment for negligent damage to public trees shall be made to the City of Fort Worth and may be withheld from funds due to the Contractor by the City. To prevent the spread of the Oak Wilt fungus, all wounds on Live Oak and Red Oak trees shall be immediately sealed using a commercial pruning paint. This is the only instance when pruning paint is recommended. NON-PAY ITEM No. 4- CONCRETE COLORED SURF��CE: Concrete wheelchair ramp surfaces, excluding the side slopes and curb, shall be colored with LITHOCHROME color hazdener or equal. A brick red color, a dry-shake hardener manufactured by L.M. Scofield Company or equal, shall be used in accordance with manufacturers instructions. Contractor shaIl provide a sample concrete panel of one foot by one foot by three inches dimension, or other dimension approved by the Engineer, meeting the aforementioned specifications. The sample, upon approval of the Engineer, shall be the acceptable standard to be applied for all constr�ction covered in the scope of this Non-Pay Item. No direct payment will be made for this item and it shall�be considered incidental to�this contract. . � The method of application shall be by screen, sifter, sieve, or other means in order to provide for a uniform color distribution. NON-PAY ITEM No. 5- SILICONE JOINT SEALING FOR WHEELCHAIR RAMP JOINTS: CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS DEPARTMENT SPECIFICATION for SILICONE JOINT SEALING (Revision 1, October 18, 1989) (Revision 2, May 12, 1994) 1. SCOPE ' This specification for silicone joint sealing Portland Cement Concrete pavement and curbs shall supersede Item 314.2. (11) "Joint Sealing Materials" of STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY OF FORT WORTH, and Item 2.210 "Joint Sealing" of STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH TEXAS COLJNCIL OF GOVERNMENTS. , 3. MATERIALS 3.I The silicone joint sealant shall meet Federal Specification TT-S-001543A for � � CI � Ci L�J � L�; � CI L�J L�J � � � � � 3.2 3.3 Class A sealant except as modified by the test requirements of this specification. Before the installation of the joint sealant, the Contractor shall fumish the Engineer certification by an independent testing laboratory that the silicone joint sealant meet these requirements. , � ' ' , .4 s l+E..�l� � " � � � � . . The manufacturer of the silicone joint sealant shall have a minimum two-year demonstrated, documented successful field performance with Portland Cement Concrete pavement silicone joint sealant systems. Verifiable documentation shall be submitted to the Engineer. Acetic acid cure sealants shall not be accepted. The silicone sealant shall be cold applied. Self-Leveling Silicone Joint Sealant The joint sealant shall be Dow Corning 890-SL self-leveling silicone joint sealant as manufactured by Dow Corning Corporation, Midland, MI 48686-0994, or an approved equal. � Self-Levelina Silicone Joint Sealant Test Method Test ReQuirement AS SUPPLIED *,.«* MIL-S-8802 ASTM D 1475 «**,. ..«. �.*« • ,«. Non Volatile Content, % min. Extrusion Rate, grams/minute Specific Gravity Skin-Over Time, minutes max. Cure Time, days Full Adhesion, days AS CURED - AFTER 21 DAYS AT 25C (77F) AND 50% RH ASTM D 412, Die C ASTM D 3583 (Sect. 14 Mod.) ASTM C 719 ASTM D 3583 (Sect. 14 Mod.) ASTM D 3583 (Sect. 14 Mod.) Mod..Elongation, % min. Modulus @ 150%.Elongation, psi max. Movement, 10 cycles @ +100/-50% Adhesion to Concrete, % Elongation min. Adhesion to Asphalt, % Elongation min. � 96 to 99 275 to 550 1.206 to 1.340 60 14to21 14 to 21 1400 9 No Failure 600 600 3.4 The joint filler sop shall be of a closed cell expanded polyethylene foam backer rod and polyethylene boncl breaker tape of suf�icient size to provide a tight seal. The back rod and breaker tape shall be installed in the saw-cut joint to prevent the joint sealant from flowing to the bottom of the joint. The backer rod and breaker tape shall be compatible with the silicone joint sealant and no bond or reaction shall occur between them. Reference is made to,the "Construction Detail" sheet for the various joint details with their resp�cfive dimensions. 4. TIME OF APPLICATION On newly constructed Portland Cement Concrete pavement, the joints shall be LfJ initially saw cut to the required depth'with the proper joint spacing as shown on the "Construction Detail" sheet or as directed by the Engineer within 12 hours of the pavement placement. (Note that for the "dummy" joints, the initial l/4 inch width "green" saw-cut and the "reservoir" saw cut are identical and should be part of the same saw cutting operation. Immediately after the saw cutting pressure washing shall be applied to flush the concrete slurry from the freshly saw cut joints.) The pavement shall be allowed to cure for a minimum of seven (7) days. Then the saw cuts for the joint sealant reservoir shall be made, the joint cleaned, and the joint sealant installed. During the application of the joint sealant, the weather shall not be inclement and the temperature shall be 40F (4C) and rising. 5. EQUIPMENT 5.1 All necessary equipment shall be furnished by the Contractor. The Contractor shall keep his equipment in a satisfactory working condition and shall be inspected by the Engineer prior to the beginning of the work. The minimum requirements for construction equipment shall be as follows: 5.2 Concrete Saw' "i'lie sawing equipment shall be adequate in size and power to complete the joint sawing to the required dimensions. 5.3 High Pressure Water Pump: The high pressure cold water pumping system shall be capable of delivering a sufficient pressure and volume of water to thoroughly ,flush the concrete slurry from the saw-cut joint. 5.4 Air Compressors: The delivered compressed air shall have a pressure in excess of 90 psi and 120 cfin. There shall be suitable reaps for the removal of all free water and oil from the compressed air. The blow-tube shall fir into the saw-cut joint. 5.5 5.6 5.7 5.8 Extrusion Pump: The output shall be capable of supplying a sufficient volume of sealant to the joint. Injection Tool: This mechanical device shall apply the sealant uniformly into the joint. Sandblaster: Tt�,e�design shall be for comnnercial use with air compressors as specified in Paragraph 5.4. ' Backer Rod Roller and Tooling Instrument: These devices shall be clean and free of contamination. They shall be compatible with the join depth and width requirements. ' 6. CONSTRUCTION METHODS 6.1 General: The joint reservoir saw cutting, cleaning, bond breaker installation, and joint sealant placement shall be performed in a continuous sequence of operations 6.2 Sawing Joints: The joints shall be saw-cut to the width and depth as shown on the "Constnzction Detail" sheet. The faces of the joints shall be uniform in width and depth along the full length of the joint. ra:•+, � .. . r ,� � L�J � 6.3 Cleaning Joints: Immediately after sawing, the resulting concrete slurry shall be completely removed from the joint and adjacent area by flushing with high pressure water. The water flushing shall be done in one-direction to prevent joint contamination. 9 y � � s 4; � When the Contractor elects to saw the joint by the dry method, flushing the joint with high pressure water may be deleted. The dust resulting from the sawing shall be removed from the joint by using compressed air. (Paragraph Rev. 1, October 18, 1989) �� L� � L�J L! After complete drying, the joints shall be sandblasted. The nozzle shall be attached to a mechanical aiming device so that the sand blast will be directed at an angle of 45 degrees and at a distance of one to two inches from the face of the joint. Both joint faces shall be sandblasted in sepazate, one directional passes. Upon the termination of the sandblasting, the joints shall be blown-out using compressed air. The blow tube shall fit into the joints. The blown joint shall be checked for residual dust or other contamination. If any dust or contamination is found, the sandblasting and blowing shall be repeated until the joint is cleaned. Solvents will not be permitted to remove stains and contamination. Immediately upon cleaning, the bond breaker and sealant shall be placed in the joint. Open, cleaned joints shall not be left unsealed overnight. Boncl Breaker Rod and Tape: The bond breaker rod and tae shall be installed in � the cleaned joint prior to the application of the joint sealant in a manner that will produce the required dimensions. !J 6.4 Joint Sealant: Upon placement of the bond breaker rod and tape, the joint sealant shall be applied using the mechanical injection tool. The joint sealant application shall not be permitted when the air and pavement temperature is less than 40F (4C). Joints shall not be sealed unless they are clean and dry. Unsatisfactorily �sealed joints shall be refilled. Excess sealant left on the pavement surface shall be removed and discarded and shall not be used to seal the joints. The pavement surface shall present a clean final condition. Traffic shall not be allowed on the fresh sealant until it becomes tack-free. I�J � � � Approval of Joints: A representative of the sealant manufacturer shall be present at the job site at the beginning of the fmal cleaning and sealing of the joints. He shall demonstrate to the Contractor and the Engineer the acceptable method for sealant installation. The manufacturer's representative shall approve the clean, dry joints before the sealing operation commences. 7. WARRANTY The Contractorshall provide the Engineer a manufacturer's writfen guarantee on all joint sealing materials. The manufacturer shall agree to provide any replacement material free of chazge to the City. Also, the�Contractor shall provide the Engineer a written warranty on all sealed joints. The Contractor shall agree to replace any failed joints at no cost to the City. Both warranties shall be for one year after final � � ,b�.�.� � � � �.��: M •�r ,, � , acceptance of the completed work by the Engineer. 8. BASIS OF PAYMENT No separate payment will be made for Sil'icone Joint Sealant. This item will be considered subsidiary to the contract will include fumishing all materials and for all preparation, delivery, and application of those sealing materials and for all labor, equipment, tools and incidentals necessary to complete the silicone joint sealing in conformity with the plans and these specifications. NON-PAY ITEM No. 6— RECONNECTION OF EXISTING DRAINS: All drain lines that drain through the existing curb will be reconnec�t �d through the proposed curb. Any relocations or adjustments'�e�quired to the existing drain line to conned througfi�the proposed curb will be considered subsidiary to this contract and no additional payment will l�� made. NON-PAY ITEM No. 7— PROJECT CLEAN-UP: The Contractor shall be aware that keeping the project site in a neat and orderly condition is considered an integral part of the contracted work and as such shall be considered subsidiary to the appropriate bid items. Clean up work shall be done as directed by the Engineer as the work progresses or as needed. If, in the opinion of the Engineer it is necessary, clean-up shall be done on a daily basis. Clean up work shall include, but not be limited to: • Sweeping the street clean of dirt or debris • Storing excess material in appropriate and organized manner • Keeping trash of any kind off of residents' property If the Engineer does not feel that the jobsite has been kept in an orderly condi'tion, on the next estimate payment (and all subsequent payments until completed) of the appropriate bid item(s) will be reduced by 25%. Final cleanup work shall be done fcr this�project°as soon as the paving and curb and gutter has been constructed. No more than seven days shall elapse after comple'tion of construction before the roadway and right-of-way is cleaned up to the satisfactiori of the Engineer. NON-PAY ITEM No. 8— PROJECT SCHEDULE: Contractor shall be responsible for producing a project schedule at the pre-construction conference. This schedule shall detail all phases of construction, including project cleanup, and allow the contractor to complete the work in the allotted time. This schedule will also provide the Construction Manager with an estimated completion date of work to be performed under this Contract. Contractor will not move on to the jobsite nor will work begin until said schedule has been received and approval secured from the Construction Engineer. However, contract time will start even if the project schedule has not been turned in. Project schedule will be updated and resubmitted at the end of every estimating period. All costs involved in producing and maintaining the project schedule shall be subsidiary to this contract. PAY ITEM Unit II Alternates No. 1& No. 2-No. 1�• UTILIT'Y ADJLJST'MENT: . This item is included �or the basic purpose of establishing a contract price which will be comparable to the fmal cost of making necessary adjustments req�aired 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 fgure has been pla�ed 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" responsibility to provide the services of a licensed plumber to make the .f ,. LJ L�J � � C� 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 expen'se. , The payment to the contractor for utility adjustments 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 adjustments. . . � PAY IT'EM Unit II Alternates No. 1& No. 2-No. 2- PROJECT DESIGNATION SIGN: The contractor shall construct and install two (2) Project Designation Signs and it will be the responsibility of the contractor to maintain the signs in a presentable condition at all times on each project under construction. Maintenance will include painting and repairs as directed by the Engineer. a 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'/<" 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 cons'truction. The work, which includes the painting of the signs, installing and removing the signs, furnishing the materials, supports and connections to the support and maintenance shall be to the satisfaction of the Engineer. The unit price bid per each will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. PAY ITEM Unit II Alternate No. 1-No. 6- LJNCLASSIFIED STREET EXCAVATION: Q Contractor should be aware'�that this item will cover aIl excavations required including, but not limited to, 3" undercutting as�described in attached recommendations, any excavation due to lowering of proposed curb line, and any excavation required to shape existing subbase to the standard crown for the proposed roadway. �� ' � I� All objectionable material found.within the limits of excavation shall be removed from the job site and disposed of in a manner satisfactory to the Engineer. Removal of such shall be subsidiary to this item unless otherwise provided herein. During the construction of this project, it is required that all parkways be excavated and shaped at the same time the roadway is excavated (if applicable.) Excess excavation will be disposed of at locations approved by the engineer. The intention of the owner is to pay only the plan quantity without measurement. Should either contracting party be able to show an error in the quantities exceeding 10 percent, then actual quantities will be paid for at the unit prices bid. The party requesting the payment of actual rather th�n plan quantities is responsible for bearing any survey and/or measurement costs necessary to verify the actual quantities. PAY ITEM Unit II Alternate No. 2-No. 6- LJNCLASSIFIED STREET EXCAVATION: All objectionable material �found within the limits of excavation shall,be remove'd from the job site and disposed of in a manner satisfactory to` the Engineer. Removal of such shall be subsidiary to this item unless otherwise provided herein. During the construction of this project, it is required that all pailcways be excavated and shaped at the same time the roadway is excavated (if applicable.) Excess excavation wil� be disposed of at locations approved by the engineer. I The intention of the owner is to pay only the plan quantity without measurement. Should either contracting party be able to show an error in the quantities exceeding 10 percent, then actual qu�ntities will be paid for at the � unit prices bid. The party requesting the payment of actual rather than plan quantities is responsible for bearing any survey and/or measurement costs necessar; to verify the actual quantities. PAY ITEM Unit II Altem�fes No. 1& No. 2-No. 18 — PROP. TRENCH SAFETY: � � �� Trench Safety for these items shall be as follows: Description: This item will consist of the basic requirements which the contractor must comply with in order to provide for the safety and health of workers in a trench. The contractor shall develop, design and implement the trench excavation safety protection system. The contractor shall bear the sole responsibility for the adequacy of the trench safety system and providing "a safe place to work" for the workman. The trench excavation safety protection system shall be used for all trench excavations deeper than five (5) feet. T'he Excavating and Trenching Operation Manual of the Occupational Safety and Health Administration, U.S. Department of Labor, shall be the minimum governing requirement of this item and is hereby made a part of this specification. The contractor shall, 'in addition, comply with all other applicable Federal, State and local rules, regulations and ordinances. PAY ITEM Unit II Alternate No. 1-No. 20 — PROP. 7" CURB & 18" GUT1'ER: All provisions of Standard Specification No. 502 `Concrete�Curb & Gutter' shall apply except as modified herein: Subsidiary to the unit price bid per linear foot shall be the following: a) A minuiium of 5" or gceater as required depth of flexbase material properly compacted under the proposed cuib and gutter as shown in the construction details. b) Flexbase material to a depth of at least 8" and a width as required in the roadway adjacent to the proposed gutter where the existing pavement and subbase was removed to allow for the forms to be placed to p`our the proposed curb and gutter. This is intended to replace the necessary material required for the pulverization process. c) If the Contractor fails to backfill either in front of the gutter or behind the curb within seven (7) calendar days of pouring the curb and gutter, the amount paid for the curb and gutter shall be reduced by 25% until the backfill operation is complete. PAY ITEM Unit II Alternate No. 2-No. 20 — PROP. 7" CURB & 18" GUT'IBR: . All provisions of Standard Specification No. 502 `Concrete Curb & Gutter' shall apply except as modified herein: Subsidiary to the unit price bid per linear foot shall be the following: If the Contractor fails to backfill behind the curb within seven (7) calendar days of pouring the curb and gutter, the amount paid for the curb and gutter shall lie reduced by 25% until the backfill operation is complete. Measurement and Payment: All methods used for trench excavation safety protection shall be considered subsidiary to the cost of installing the pipe as shown on the plans. No separate payment will be made. PAY ITEM Unit II Alternate No. 1-No. 27 & PAY ITEM Unit II Alternate No. 1-No.29— PROP. 8"PULVERIZED BASE CEMENT STABILIZED (a�5% BY UNIT WEIGHT & PROP. 3" H.M.A.C. PAVEMENT: The construction sequencing for this project and speci�cally for this item is described by the following,attached recommendations provided by Department of Engineering Construction Services Division. PAY ITEM Unit II Alternate No. 2-No. 29 — PROP. 5" H.M.A.C. PAVEMENT: � ci ' �s:'�r�y � � ��,' � L�J L�J All provisions of Standard Specification No. 312 `Hot-Mix Asphaltic Concrete' shall apply except as modified herein: The base course shall be a 3" deep Type "B" course placed in one lift. The surface cowse shall be a 2" deep Type "D" course placed in one lift. PAY ITEM Unit II Alternates No. 1& No. 2-No. 29 — PROP. HMAC TRANSITION: This item will consist of the fumishing and placing at varying thiclrnesses an H.M.A.C. surface in transition areas where indicated on the plans, as specified in �hese specifications and at other locations as may be directed by the Engineer. . This item shall be governed by all applicable provisions of Standard Specifications Item 312. The price bid per ton HMAC Transition as shown in the Proposal will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. a PAY ITEM Unit II Alternates No. 1& No. 2-Nb. 31— PROP. 6" PIPE SUBDRAIN:, No specific location for this item is designated on the plans. Subdrain shall be installed only if fie�d conditions indicate groupd water at subgrade level after excaJation and if deemed necessary by the Engineer. � PAY ITEM Unit II Alternates No. 1& No. 2-No. 32 — PROP. TOPSOIL:, The proposed quantities are estimates only and intended for use in the parkway. This pay item is intended to pay for topsoil that must be imported where suitable material is either not available on the job or cannot � reasonably be stored on-site. Payment will be made on the basis of loose truck volume (full truck with sideboards up) tickets and material must meet City of Fort Worth standards for topsoil. Only the volume imported will be paid for and may be substantially less than the proposal quantities listed. � PAY ITBM Unit II Alternates No. 1& No. 2-No. 33 — PROP. ADNST WATER VALVB BOX: Contractor will be responsible for adjusting water valve boxes to match new pavement grade. Subsidiary to this item shall be the installation of a concrete collaz per attached detail. The water valves themselves will be aadjusted by City of Fort Worth Water Deparhnent forces. The concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per square inch. � Work shall be completed and the street open to traffic within seven (7) calendar days of beginning work on the water valve box. If the Contractor fails to complete the work within seven (7) calendar days, a$100.00 per day liquidated damage will be ass�ssed per water valve box per day. The unit price bid will be full payment for materials including all labor, equipment,�tools and incidentals necessary to complete the work. !� u � � L'�J PAY IT'EM Unit II Alternates No. 1& No. 2-No. �4 — PROP ADNST MANHOLE: This item shall include adjusting the tops of existing and/or proposed manholes to match proposed grade as shown on the plans or as directed by the Engineer. Standard Specification Item No. 450 shall apply except as follows: • Included as part of this pay item shall be the application of a 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. Subsidiary to this item will be�the installation of a concrete collar�p,er Water Department GCD Figure 121. The concrete shall be designed to achieve a minimum compressive sf�eh�th of 3,000 pounds per squaze inch. Work shall be completed and the street open to traffic within seven (7) calendar days of beginning work on the manhole. If the Contractor fails to complete the work within seven (7) calendar days, a$100.00 per day liquidated damage will be assessed per manhole per day. :;' �,�, ; �.�... :�� PAY ITEM Unit II Alternates No. 1& No. 2-No. 35 — PROP. ADNST WATER METER BOX: This item shall include raising or lowering an existing meter box to the pazkway grade specifed. No payment will be made for existing boxes which are within 0.1' of specified parki�vay grade. The unit price bid will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. � 0 M � I� J INT'ER-t.,rrl�� CORRESPONDENCE p Da�e: ae To: � From: LJ � � �� j� U I� October 22, 1998 . . �. .,, . � Ryan Jcri Ro: Recommendation far Rcbab�itati�g of Po� (Aaiiland to Camp Bowic) D.O.E. No: 2258 Upon review of the scopc of co�u�uc�ion on thia gmjxt and also by taldng core sam�les, and evaluating the duckness and conditioa of the attface and base material and cvah�ahng thc awtab�ity of the e�ing ma�crial for fuhnz usc, it ia my �ommcndation that this siroet is a good candidate to be pulveriud. Upon campletion of ut�7ity work at! ditchea must be capped with a temporary patch G�mptying whh City of Fort Worth Specafications. The contriictor ei�all pulv��o the a�risbng pa�at / baso to A de�a of 8 inchos 6olow the su�face of the existing pavement. Aftcr puhrerization is completed, the conhactor shal! tempo�an'lj'ranovC the patv�erized m�tc;rial and undencut aa adaitional3 inches of baae material. Thc n�noval of the base material shatt start a minimum of 8 inchca beloa► the �S P�^�t smface. AfTer the uadercut ie complete, the contiractar shall r�ace the putv�criud nwterial and mix rt with S pem,ent Portiand Cement, spread the mater�al as a a base and compact atl in accordwce �vit�t Item 214, Portiand Ccment Treatrnent (Material l��c�ipula6on� of thc latcat atitia�n of thc (�ty of Fort worth st�►daxd spa�fic�tiona for C,onstivctian of Streets aad Storm Dr.iina. Whcn proper compaction is acchieved the � c �,. �.,. .✓. �..�Il o�v�y with 3 incd�ca of HMAC typc "D" auif�cc coin�e oa top of thc ncw base a�d all �pplicable pravision of Item 312 (Hot Mix Asphatt Cancrct�) aad Ite�n 313 � (Cefltral P�ant Rocycl'mg Asphatt Concr�te) of the lateat odi�ion of thc City of Fort Wo�th Standatd Specifications for Cons�vetion of Stnets and Storm Drains. These specifications �� shall appty to aIl aspect� of conshuction methods for this project. You may want to inchuie a copy of �e auached document in the con�act �c�un�ts for the bcncfit of the contractor bidding $ie project aad for iis��in construction of the projcc� w o�� . an Jeri ' � PAVF.MENT PULVERIZATION The contractor shall pulwriz.c 8ic cxisting pav�cment / basc to a dcpth of eight (8) inches belaw the surface of the e�risting pa�v�emebt Af�er pulv�erizafion ia completed the contractor shall temporan7y rcmov�e the putv�i�cd matGrial and nmw�c an additional du�ce (3) inches of base matetial. .The rema�val of the base ma�erial shall start a minimum of eight (8) inches bclow thc awfAce of thc existing pxvGmen� After the uadcrcut operation ia c�mpktc, the conh�actor shail mix the putverizsd maierial with fiv�e (5) percent Portland cement and epread the mateiial as a ba8e atl in accordance with Item 214 Portland Cement Treahncnt (Material Manipulation) of the lateat eclition of the Ciiy of Fort Worth Standard Specific.atiions for Sh�eet and Stoim Drain Conshuction as followg: �' Cement shall be appfied only to such an area that all the oper.ttions can be continuous and completed in day light within six (6) hours of such�appfication. * C3radations havv to bc taken just a few minubes beforc apptying ccment. * No �.,Y.�,..�..,,nt cxccpt that uscd 'm thc sprcaciing and mixing w�71 bc atlowcd to pasg ovrr the freshly apread cement unt� it is mixed with the ao�. * Atry mi�htt�e of so� and cement that has not been compacted and finished shall not remain undisturbed fo� more thaa thirty (30) minutes. * Surface coiripaction and finishing �shall proceed in such a manner as to produce, in not more than two (�) hours, a smooth, closely Isnit surface free of cracks, ridges�or loose material, confonning to the crown,, gfade and line shown on the plarts. * Aftcr thc roadway has bccn frni�hcd aa apccificd hcroin it ahatl bc utmtcdiatcl�► protected against rapid drying by apptyiag two tent�s (0.2) gallons per square yards of`RC-2 or some othcr E.P.A. �pprov�ed water basod emulsion. Should it be necessary for const�uction equipment or other h�c to use tha� section of roadway before �e emulsion has driod sufficiently, it is the respons��ity of the contractor to dust or sand the suiface before such use to prevent pickup c�f znateriaL * The contractbr shatl also m�intain this protective cover during the seven (7) daY curing period so that alI the so� cement base course w�l be covered effectively. '� , * The soil cement coutse may be opened to 1oca1 traffic as soon as the water. based emulsion has been applied ad `dusted or sanded as necessary to prevent pickup of material by traffic. It may be"� opcncd to atl traffic af�cr scvcn (7) days. Afier the minimL..,:_ seven (7) day of curing the contractor ahall overlay with three (3) inches of HMAC Type "D" course on top of the new base. � a 0 � FiMAC SURFACE COURSE p�e 2 C�pE "D" �) Q All appficable provisions of Standard Specifications Item Numbera 312 "Hot-Mix Asphaltic CancncOe" and 313 "Ccn�ral P'lant Rccycbng Aaphattic Concrctc" of thc City of Fort Worth Standard Specifications of Stroct and Storm Ih�ain Constiuction shall appiy to thc � const=uction methods for this pcxtion of the pt�ject. St�dnrd Specifics�o:t 312.5 (1) eh�ll be ravieed as followe: The prime coa� tack coat or a the asphaltic m�xh�e sball not be placed unless the air temperabare is fifly (SO) degreea Fahrenhcit and rising t�te temperatare being taken m the shade �nd away from atificial heat. Asphaltic material sha11 also not be placed when the wind conditions are tu�suitable in pthe opinion of the Engineer. The contractor shall furnish a batch design of the propos«i hot mix asphaitic concrete for City approva148 hours prior to placing the HM1�C overlay. The City w�l provide laboratory control as necessary. a 0 � 0 .� � � 0 � � .. O CITY OF FORT WORTH CONSTRUCTION SERVICFS LABORATURY RESUI.,TS FOR TEST HOLE ?�ND F'LA�TIC.ITY 3.NI��'X �ht;��F,C'9': 1998 C:�IYI'1'AL IMPOkUVEMI:N'I' PROC�RAIs PERSHING AVENUE (ASHLAND TO CAMP BOWIE) DvE NO.: 1952 E'UNU C;011E: 03 ___________________________________________________________________=___—= I HOLC � 1 LAB NO.: 30308 � LOCATION: 4404 PERSHING AVE. N/4 � . --------------------------------------------------------------------------� 3.04" HMAC � H. 00" GRAY CI�AY Tnl/CRUSHED STONE � 1G.�0" BRQWN-CLAY � -------------------------------------=----------------------------------- � ATTEFBUFG LIMITS: LL: 26.9 PL: 16_8 PI: 10.1 SHRKG: b.0�s I MUNSEL COLOR CHART: 7/3 VERY PALE BROWN CLAY � UNIT WEIGHT: 138.0 LBS PER CUBIC FOOT � -_________________________________________________________________________I _____________________________________________.___—________—_—_—_____==—==1 HOLE # 2 LAB NO.: 30309 � LOCATTON: 4500 PERSHING AVE: CL � --------------------------------=---------------------------------------- � 1.75" HMAC � 6.00" L�GHT BROWN CLAY W/CRUSHED STONE � 11.00" BROWN CLAY � --------------------------------------------------------------- ----------) ATTERBURG LIMITS: LL: 42.5 PL: 19.7 PI: 22.$ SHRKG: 13.4� I MUNSEL COLOR CHART: 5/3 BROWN CLAY � UNIZ' WEIGHT: 134.0 LBS PER CUBIC FOOT 1 __________________________________________________________________________1 _________________________________________________________________________ I HOLE # 3 LAB NO.: 30310 I LOCATION: 4601 PERSHING AVE. S,/4 � ------------------------------------------------------------------------- � 2.50" HMAC � 1/. 00" BROWNISH GFtAY CL�AY W/CRU� HEll STONE , . . I -----------------------------------------------------------=--------------� ATTERBURG LIMITS: I�L: 44.5 PL: 21.4 FI: 23.1 SHRKG: 13.9�k I MUNSEL CQLOR CHART: 5/3 BROWN CLAY � UI1IT Tn1�'IGI-IT: 134.0 LBS PER CUBIC FOOT � � __=________________________________________________________—_—=______====—I � L�J ��l l�� L�. Q .. � - ^ .... . DOE # I95� PAGE 2� --------------------------------------------------------------------------� ----------------_----_.-----__------------ ------------------------------ �HC�LE # 4 LAB NO.: 30311 � I LOCATIOi�1: 4+�37 FER�HING AVE. CI, • . I -------------------------------------------------------------; o �o�� r�r^n�c � , i � • •; �"---�~- -;' 1 C -� . l.L i3h�UJt� .�Alvl.. W/t"RU.�l3I?L� S'1'UNE � 15. UO" GhAi' ('l.�AY � ---------------------------------�—_------------�---------------� AT1`ERBURG LIMITS: LL: 46.7 PL: 24.3 PI �2 4 SH�tKG 15 0$ I MUNSEL COLOk CHART: 5/2 GI�YISH BkOWN CLAY . I �UNIT WFaIGHT: 129.0 LBS PER CUBIC FOOT I ------�---•- -------�----�-----------------------------------------------------------�-- --------------------------------------------------------------------------- -------------------------------�-----------------____-----------_______=====1 ��30LE � 5 LAB P14.: 30312 _ � OCATION: 4733 PERSHING AVE. CL � L ----------------------------------------------------------=--------------� � 1. :� 0" ��IM�C � 8.00" BkOt�ll� CLAY � --------------------------------------------------------------------------� TTEFBURG LIMITS: LL: 44.3 PL: 23.2 PI: 21.1 SHRKG: 13.O�S I SEL COLOR CHART: 6/4 LIGHT YEI�LOWISH BROWN CLAY I UNir WEIGHT: N/A LBS PER CUBIC FOOT � �_________________________________________________________________________� HOLE # 6 LAB NO.: 30313' I �OCATION: 4826 PERSHING AVE. N/4 � ------------------------------=------------------------------------------� 11.00" HMAC � 8.00" BROTniN CLAY � a__________________________________________________________________________, ATTERBURG LIMITS: LL: 58.0 PL: 29.9 PI: 28.1 SHRKG: 18.0� I �UNSEL COLOR CHART: 4/3 BROWN CLAY ° I NIT WEIGHT: N/A LBS PER CUBIC FOOT I __________________________===a=====________________________________=—=====1 --------------------------------------------------------------------------I ----------=-------------------------------------- ---------------_ OLE # 7 LAB NO.: 30314 I LOCATION: 4920 PERSNIPIG AVE. CL I �1.50" HMpC----------------------------------------------------------------i 6.00" L�ROWN CLAY W/CRUSHED STONE I �1.00" BROWIJ CLAY � -------------------------------------------�-----------------------------� ATTF.RBURG LIMITS: LL: 4$.3 PL: 2G.4 FI: 2'�1`.9 SHRKG: 14.O�S I ("'�IUNSEL COLOR CHART : 4/ 3 BROWN Cl�AY I �'JNIT T�J�IGI�iT: 130.0 LBS FrR CUBIC FOOT � ----------------------------------------------------------------------------� � � i�vE � i y �i . . � - PAGE 3 ., _________________________________=_______________________-________-_=____� t�OLF' # 8 LAB NO.: 30315 � T�nCATION: 5024 P�:R �HING A\jF. S/4 � --------------------------------�-----------------------------------------� 1. C? 0" HMI�C` ' � I !�. UU" Lik�?WPJ _;J�T�1liY C1.�:;1' W/�kUSHED :;'1'UNE , I 1 i. ��i?" �_i�Y CLAi' I --------------------------------------------------------------------------� ATTERIIURG LIMITS: LL: 38.3 PL: 19.5 PI: 18.8 SHRKG: 11.0$ I MUNSF.L CC)L'OR CHART: 5/3 BROTn[N CLAY � UNIT fi�IGF1T: 133.0 LBS PER GUBIC F'�OT I ----•�--�-------------------------------------------------____________________-- i --------------------------------------------------- --__ - �-_��______-----=s�=��=====1 HOLE � 9 LAB NO.: 30316 , i LOCATION: 5113 PERSHING AVE. CL I --------------------------------------------------------------------------� 2.OQ•, HMAC I �.00" BROWN C:LAY W/CRUSHED STONE � 11 . U('i" ��C�WN r�LAY � --------------------------------------------------------------------------� ATTERBURG LIMITS: LL: 40.0 PL: 21.9 PI: 18.1 SHRKG: 13.0$ � MUNSEL COLOR CHART: 5/3 BROWN CLAY ' I "'NIT W�:IGHT: 134.0 LBS PER CUBIC FOOT � __=_=__�_____________________________________________________________- APPROV�IL : � R JERI DATE TESTED: 03-12-98 DATE REPORTED: 03-23-98 TESTED BY: CARDWELL,DESAI ROUTING JAMES ANDERSON NAJIB FARES FILE L�J CJ �■J ��I � ■I L�1 I�J I�! � � L'�' � � � L7 I�I � CITY OF FORT'WORTH HIGHWAY CONSTRUCTION PREVAILING WAGE RATES FOR 1999 AIR TOOL OPERATOR ASPHALT RAKER ASPHALT SHOVELER BATCHING PLANT WEIGHER CARPENTER CONCRETE FINISHER-PAVING CONCRETE FINISHER-STRUCTURES CONCRETE RUBBER ELECTRICIAN FLAGGER FORM BUILDER-STRUCTURES FORM LINER-PAVING & CURB FORM SETTER-PAVING & CURB FORM SETTER-STRUCTURES LABORER-COMMON LABORER-UTILITY MECHANIC OILER SERVICER PAINTER-STRUCTURES PIPE LAYER BLASTER ASPHALT DISTRIBUTOR OPERATOR ASPHALT PAVING MACHINE BROOM OR SWEEPER O�ERATOR BULLDOZER CONCRETE CURING MACHINE CONCRETE FINISHING MACHINE CONCRETE PAVING JOINT MACHINE CONCRETE PAVING JOINT SEALER CONCRETE PAVING SAW CONCRETE PAVING SPREADER SLIPFORM MACHINE OPERATOR CRANE, CLAMSHELL, BACKHOE, DERRICK, DRAGLINE, SHOVEL FOUNDATION DRILL OPERATOR CRAWLER MOUNTED FOUNDATION DRILL OPERATOR TRtJCK MOUNTED � FRONT END LOADER MILLING MACHINE OPERATOR MIXER MOTOR GRADER OPERATOR FINE GRAUE MOTOR GRADER OPERATOR PAVEMENT MARKING MACHINE ROLLER, STEEL WHEEL PLANT-MIX PAVEMENTS ROLLER, STEEL WHEEL OTI�R FLATWHE,"'cL OR TAMPING ROLLER, PNELTMATIC, SELF-PROPELLED SCRAPER SCRAPER � ' � TRACTOR-CRAWLER TYPE TRACTOR-PNEUMATIC TRAVELING MIXER WAGON-DRILL, BORING MACHINE REINFORCING STEEL SETTER-PAVING REINFORCING STEEL SETTER-STRUCTURES STEEL WORKER-STRUCTURAL SPREADER BOX OPERATOR WORK ZONE BARRICADE $9.00 9.�5 8.80 11.51 10.30 10.50 9.83 8.84 15.37 7.55 9.83 9.00 9.24 9.09 7.32 8.94 12.68 10.17 9.41 11.00 8.98 11.50 10.29 10.30 8.72 10.74 9.25 11.13 10.42 9.00 10.39 10.50 9.92 11.04 10.00 11.83 9.96 8.62 10.30 11.97 10.96 7.32 9.06 8.59 8.48 9.63 10.58 4.15 8.83 12.00 13.21 13.31 14.80 10.00 7.32 � TRUCK DRIVER-SINGLE AXLE LIGHT TRUCK DRIVER-SINGLE AXLB HEAVY• � TRUCK DRIVER-TANDEM AXLE SEMI TRAILER TRUCK DRIVER-LO'W$'OY/FLOAT TRUCK DRIVER-TRANSIT MIX TRUCK DRIVER-WINCH VIBRATOR OPERATOR-HAND TYPE WELDER 8.965 9.U2 8.77 10.44 9.47 9.00 732 11.57 P ` s CERTIFICATE OF INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTEFi OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFOROED BY THE POLICIES LISTED BELOW. Name and Address of Agency Company Companies Affording Coverages U d Service Agency, inc. Letter P�ffice Box 11765 q Pacific Employers Insurance Company Lexington, Kentucky 40577 g ' C Name and Address of Insured p APAC— Texas, Inc. E FORT WORTH BRANCH F P.o. BoX iso7 G Fort Worth, Texas 76101 �-i � This is to certify that policies of insurance listed below have been issued to the insured named above and are in force at this time. Company Policy Limits of Liabilitv in Thousands (000) Letter Type of Insurance Policy Number Expiration Each Policy Date Occurrence Aggregate GENERAL LIABILITY PERSONAL INJUFiY A ��,,,�pp��ry$ryEF� INCLUDING �PREMISES • OPERATIONS BODILY ;NJUHY � EXPL0.SION AND COILAPSE FUZAAD �UNDERGROUNDHAZARD �PRODUCTS/COMPIETED OPERAiIONS HAZARD �CONTRACTURALINSURANCE �BROADFORM PROPERiY DAMAGE �- - --_�INOEPENDEN7CON7RACTOR�S �PERSONAL�NJURY � �' AfiJTO1�iIOBICE LIaBILI � COMPFiEHENSNE FORM . �A —�owNeo �HIRED �NON�OWNED � LAB 26609 Effective: 12J1 /98 12/01 /01 $ PROPERTY DAMAGE $ PERSONALIWURY, PROPERTYDAMAGE $ 1 �OOO �� _ � COMBINED � Tr .�-. _ ' "-'�'"-$8E31L'-�ifk7HRY{EJ1El-I- . PERSON)BODILY � � �"�"'�'��"�''� � ., .. :_-LAB C vGO9 _ _- ^� �L�� Q.�':_'.... . �OCCURENCEH � -� _ . PROPERTY DAMAGE $ ` F Effective: - , � . BODILY INJURY ANO � 2�1 �9$ PROPERTY DAMAGE $ 1�oOQ COMBINED EXCESS LIABILITY Q UMBRELLAFORM ❑ OTHER THAN UMBRELLA FORM WORKERS' COMPENSATION and EMPLOYEfRS' LIABILITY WLR C4 266134-A 80DILY INJURY AND PROPERTY DAMAGE $ COMBINED 12/01 /00 $ $ $ � �QO� $ IEACH ACCIOENn $ $ DESCRIPTIONOFOPERATIONS/LOCATIONSNEHICLES "'SEE REVERSE SIDE. APAC Job Aio. 2732— City of Fort Wdrth — Pershing Avenue From Camp Bowie to Ashland Streets C115-02011504059 DOE ATo. 2258 c�rvice�wr�oN: Should any of the above described policies be cancelled before the expiration date thereof, the issuing company will endeavor to mail 30 days written notice to the below named certificate holder, but failure to mail such notice shall impose no obligation or liability of any kind upon the company. . Nam�Address of Certificate Holder Date Issued: 12/14/99 City of Fort Worth 1000 Throcl�orton Street Fort Worth, Te�as 76102 � u,� �� AUTHORIZED SIGNATURE �J � Contractual Liability �- 1 CERTIFICATE OF INSURANCE � TO: CITY OF FORT WORTH Date: NAME OF PROJECT: � PROJECT NUMBER: IS TO CERTIFY THAT : � is, at the date of this certificate, Insured by this Company with respect to the business operations hereinafter described, for the type of insurance and accordance with provisions of the standard policies used by this Company, and further hereinafter described. Exceptions to standard policy noted on reverse side hereof. � TYPE OF INSURANCE Policy Effective Expires Limits of Liability Q Worker's Compensation Comprehensive General Liability Insurance (Public a Liability) B(asting Collapse of Building or O structures adjacent to excavations Damage to Underground a Utilities Builder's Risk Comprehensive Automobile Liability a � � � a O l�J � � Other 0 Bodily Injury: Ea.Occurrence: $ Property Damage: Ea.Occurrence: $ Ea.Occurrence: $ Ea.Occurrence: $ Ea.Occurrence: $ Bodily Injury: Ea. Person: $ Ea. Occurrence: $ Property Damage: Ea. Occunence: $ Bodily Injury: Ea.Occurrence: $ Property Damage: Ea.Occurrence: $ Locations covered: Description of operations covered: The above policies either in the body thereof or by appropriate endorsement provided that they may not be changed or canceled by the insurer in less than five (5) days after the insured has received written notice of such change/or cancellation. Where applicable local laws or regulations require more than five (5) days actual notice of change or cancellation to be assured, the above policies contain such special requirements, either in the body thereof or by appropriate endorsement thereto attached. Aaencv Fort Worth Aeent By Address Title 'I � _�J !J I��l � �,l � � L�J LJ � ��l I�l � � � � J J CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW Pursuant to V.T.C.A Labor Code Section 406.096, Contractor certifies that it provides workers' compensation insurance coverage for all its employees employed on city of Fort Worth Project Number C115- 02011504059 APAGTEXAS, INC CONTRACTOR STATE OF TEXAS COUNTY OF TARRANT � � BY� �-1 .� _ L S. MICHAEL BAANCH W4ANAGER Title 1Z� ��/49 Date � BEFORE ME, the undersigned authority, on this day personally appeared .��L S. MICH�IEL. known to me be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act and deed of AP/�C - T�XA�.�,�, for the purpose and consideration therein expressed and in the capacity therein stated. GIVEN LTNDER MY HAND AND SEAL OF OFFICE this /�f f� day of .I�eeenz.tier . 19 99 . �-">~-_..., ;�� i�ItARY SIMPSUN - �* NOTARY PUBLIC - �7A�'E �� Y�XAS '+rtaR �`q My Comm. EXp. 07-09-2b01 ' .rrrrW�.l � o� . �. � � �� Notary Publ c in and for the State of Texas I� � � D � � � � D � a a � 0 � � � � � � EXPERIENCE RECORD List of projects your organization has successfully completed: Amount Of Contract Type of Work Date Accepted Name and Address of Owner Award List of projects your organization is now engaged in completing: Amount Of Contract Type of Anticipated Name and Address of Owner � Award Work Date of Completion List Surety Bonds in force on above incomplete work: Date of Contract Award Type of Work Amount of Bond Bond Name and Address of Surety � a a a Q � � � � D a � � 0 a � 0 Q � a EOUIPMENT SCHEDULE List of Equipment owned by Bidder that is in serviceable condition and available for use: 0 Portions of work Bidder proposes to sublet in case of Award of Contracts including amount and type: [� � PERFORMANCE BOND Bond No. 14-000-060-0027 THE STATE OF TEXAS � COUNTY OF TARRANT § KNOW ALL MEN BY THESE PRESENTS: That we (1) APAC-TEXAS. INC a(2) CORPORATION of � TEXAS, hereinafter call Principal, and (3)Liberty Mutual Insurance Co a corporation organized and existing under the laws of the State and fully authorized to transact business in the State of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and existing under the laws 11'q of the State of Texas, hereinafter called Owner, in the penal sum of: FIVE HUNDRED SEVENTY FOUR THOUSAND EIGHT HUNDRED SEVENTY THREE AND 70/100....... (�574.873J01 Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administratars � and successors, jointly and severally, firmly by these presents. � THE CONDITION OF THIS of: OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the of a copy of which is hereto attached and �. made a part hereof, for the construction of: JAN 1 8 ZOOO UNIT II: PAVING IMPROVEMENTS ALTERNATE _ 2 FOR PERSHING AVENUE FROM CAMP BOWIE BOULEVARD TO ASHLAND AVENUE designated as Project No. (s) C115-020ll504059, a copy of which contract is hereby attached, referred to, and Y�r made a part hereof as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred to as the "work". NOW THEREFORE, if the Principal shall well, truly, and faithfully perform the work in accordance with � the plans, specifications, and contract documents during the original term thereof, and any extensions fhereof which may be granted by the Owner, with or without notice to the Surety, and if he shall satisfy all claims and demands incurred under such contract, and shall fully indemnify and save harmless the Owner from all costs and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the Owner all 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. ' ' , ' ,� Fl ' LJ PROVIDED FURTHER, that if any legal action filed upon this bond, venue shall lie in Tarrant County, State of Texas. AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder or the specifcations accompanying the same shall in any wise affect its obligations 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. IN WITNESS WHEREOF, this instrument is executed in 8 counterparts each one of which shall be deemed an original, this the of _____ � ATTEST: JAN .1 8 2000 � �,� q/j,,,,�,/�,,�,,t� APAC-TEXAS, INC. ,� d (Principal) Secretary PRINCIPAL (4) � � � � � �� 1 � ' (SEAL) Witness as to Principal ATTEST: (SEAL) Address (Surety) Secretary BY: . �Ht�� Title: e 1-49-2 COLD SPRINGS ROAD PO BOX 1807 19oi FORT WORTH, TX '�6�6i 76 I o2- (Address) Liberty Mutual Insurance Cempany Surety BY: 4�ic--�'!.!ilLQ—C�`%� .�Cfi`�Y (Attorney-in- t) (5} Elaine Wakefield Aon Risk Services of Texas, Inc. 301 Commerce St Ste 2101 Ft Worth, (Address) NOTE: Date of Bond must not be prior to date of Contract C � ��jj//�� Witness as d Surety� � �C�� 301 Commerce St Ste 2101 Ft Worth, TX 76102 (Address) (1) Correct Name of Contractor (2) A Corporation, a Partnership or an Individual, as case may be (3) Correct name of Surety (4) If contractor is Partnership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact.. TX 76102 � F2 , R" PAYMENT BOND Bond No. 14-000-060-0027 THE STATE OF TEXAS § COUNTY OF TARRANT � � KNOW ALL MEN BY THESE PRESENTS: That we (1) APAC-TEXAS, INC. a(2) Corporation of Texas, hereinafter call Principal, and (3) Liberty Mutual Insurance Co, a corporation arganized and � existing under the laws of the State and fully authorized to transact business in the State of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called Owner, and unto all person, firms, and corporations who may furnish materials, for or perform labor upon the building or improvements hereinafter referred to in the penal sum of : FNE HUNDRED SEVENTY FOUR THOUSAND EIGHT HUNDRED SEVENTY THREE AND 70/100....... ' ($574,873.701 Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly to these presents. � THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the day o� A.D. , 1999, a copy of which is hereto attached and made a part thereof, for the construction of:c�N � �� UNIT II: PAVING IMPROVEMENTS ALTERNATE 2 FOR PERSHING AVENUE FROM CAMP BOWIE BOULEVARD TO ASHLAND AVENUE Project No. (s) C115-02011504059 a copy of which is hereto attached, referred to and made a part hereof � as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred to as the "work". �n, NOW THEREFORE, the condition of this obligation is such that, if the Principal shall promptly make payment to all claimants as defined in Article 5160, Revised Civil Statutes of Texas, supplying labor and materials in the prosecution of the work provided for in said Contract, then this obligation shall be null and void, otherwise it shall remain in full force and effect. � ' 1 ' ' ' F10 1 O �" �il ' � � ' 1 1 ' 1 1 � � I � � THE BOND IS MADE AND ENTERED into solely for the protection of all claimants supplying labor and material in the prosecution of the work provided for in said Contract, as claimants are defined in said Article 5160, and all such claimants shall have a direct right of action under the bond as provided in Article 5160 of the Revised Civil Statutes. PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in Tarrant County, State of Texas, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration of addition to the terms of the contract or to the work to be performed thereunder or the specification s accompanying the same shall in any wise affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work to the specifications. PROVIDED FURTHER, that no final settlement between the Owner and the Contractar shall abridge the right of any beneficiary hereunder whose claim may be unsatisfied. IN WITNESS WHEREOF, this instrument is executed in 8 counterparts each one of which shall be deemed an original, this the day of A.D., 1999. �aN �_ � z000 ATTEST: ' �,�,..� �..,�� (Principal) Secretary APAC-TEXAS, INC. PRINCIPAL (4) BY. JOEL S. AAICHAE� Title: R /90/ �2 COLD SPRINGS ROAD PO BOX 1807 FORT WORTH, TX 76�� (SEAL) (Address) 74 � 02- Liberty Mutual Insurance Company Witness as to Principal � y_ =�� BY: � ' Elaine akefiel�lAttorney-in- �t) (5) Address 301 Commerce St Ste 2101, Ft Worth TX 76102 ATTEST: (Address) (Surety) Secretary (SEAL) � � �� v ness as to Surety (Address) NOTE: Date of Bond must not be prior to date of contract (1) Correct Name of Contractor (2) A Corporation, a Partnership or an Individual, as case may be (3) Correct name of Surety (4) If contractor is Partnership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact.. � (Address) 301 Commerce St Ste 2101, Ft Worth TX 76102 J �u � � THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. 5 4 2 6 9 3 This Power of Attorney limits the act of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. LIBERTY MUTUAL INSURANCE COMPANY BOSTON,MASSACHUSETTS POWER OF ATTORNEY KNOW ALL PERSONS BY THESE PRESENTS: That Liberty Mutual Insurance Company (the "Company"), a Massachusetts mutual insurance company, pursuant to and by authority of the By-law and Authorization hereinafter set forth, does hereby name, ''^ constitute and appoint, DIANE ESTEP, CYNTHIA PREWIIT, JAMES M. RUTLEDGE, ELAINE WAKEFIELD, � RANDY WHITE, LINDA F. HUGHES, ALL OF THE CITY OF FORT WORTH, STATE OF TEXAS ................................... .................................................................................................................................................................................. ............................................................................................................................................................................................... � ............................................................................................................................................................................................... ............................................................................................................................................................................................... , each individually if there be more than one named, its true and lawful attorney-in-fact to make, execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations in the penal sum not exceeding DOLLARS ($ 15,000,000.00""*'k* ) each, and the execution of such bonds or e-' undertakings, in pursuance of these presents, shall be as binding upon the Company as if they had been duly signed by the president and attested by _ the secretary of the Company in their own proper persons. � �N �C y cy .+ C to :� cLo d � � � .� � , � � �> +.. — +� �p N � � .N v � L dj O , � � L 01y � L I� � C i. +�+ O c0 « � . T c� '�. : c > d '�'d L O_ � v � � � That this power is made and executed pursuant to and by authority of the following By-law and Authorization: ARTIC�E XVI - Execution of Contracts: Section 5. Surety Bonds and Undertakings. Any officer or other official of the company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attorneys-in-fact, as may be necessary to act in behalf of the company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys-in-fact, subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the company by their signature and execution of any such instruments and to attach thereto the seal of the company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. By the following instrument the chairman or the president has authorized the officer or other official named therein to appoint attorneys-in-fact: Pursuant to Article XVI, Section 5 of the By-laws, Assistant Secretary Garnet W. Elliott is hereby authorized to appoint such attorneys-in-fact as may be necessary to act in behalf of the company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. That the By-law and the Authorization above set forth are true copies thereof and are now in full force and effect. IN WITNESS WHEREOF, this instrument has been subscribed by its authorized officer and the corporate seal of the said Liberty Mutual Insurance Company has been affixed t,J�r�re#o in Plymouth Meeting, Pennsylvania this _Q3�� day of March , 1999 . LIBERTY MUTUAL INSURANCE COMPANY B�l VI�'1"�"� ✓� .��.•�.(.f��G� � Garnet W. Elliott, Assistant Secretary COMMONWEALTH OF PENNSYLVANIA ss COUNTY OF MONTGOMERY On this 23rd day of March , A.D. 19� , before me, a Notary Public, personally came the individual, known to me to be the therein des�ilaed=�di�idual and officer of Liberty Mutual Insurance Company who executed the preceding instrument, and he acknowled- ged that he executed t,��sarfie ant�„"i� the seal affixed to the said preceding instrument is the corporate seal of said company; and that said corporate seal and his signatu�m�ti 1f , th�i�.�was duly affixed and subscribed to the said instrument by authority and direction of the said company. IN TESTIM REOF I hE 4A set my hand and affix my officiai seal at Plymou h Meeting, P, the day and year first above written * _ .. , �.>e" � } yl .�y � �� i � � tr � r � ' � i Notary Public � ��`'�� m.� _ _ __ _ �-� c�R�i�r��E I, the undersigned;��;.,��t�it��retary of Liberty Mutual Insurance Company, do hereby certify that the original power of attorney of which the foregoing is a full, true and c7f�r�'c"�copy, is in full force and effect on the date of this certificate; and I do further certify that the officer who executed the said power of attorney was one of the officers specially authorized by the chairman or the president to appoint any attorney-in-fact as provided in Article XVI, Section 5 of the By-laws of Liberty Mutual Insurance Company. This certificate may be signed by facsimile under and by authority of the following vote of the board of directors of Liberty Mutual Insurance Company at a meeting duly calied and held on the 12th day of March, 1980. VOTED that the facsimile or mechanically reproduced signature of any assistant secretary of the company wherever appearing upon a certified copy of any power of attorney issued by the company, shall be valid and binding upon the company with the same force and effect as though manualiy affixed. IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said company, this day of �` � sistant ecPetary THIS POWER OF ATTORNEY MAY NOT BE USED TO EXECUTE ANY BOND WITH AN INCEPTI E AFTER March 23 , 20 O� 1 n CITY OF FORT WORTH, TEXAS CONTRACT � � THE STATE OF TEXAS KNOW ALL MEN BY THESE PRESENTS: COUNTY OF TARRANT ' JAN 1 � ?�00 This agreement made and entered into this the day of A. . , by and between the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas, ' organized and existing under and by virtue of a special charter adopted by the qualified voters within said City of the 11 day of December, A.D. 1924, under the authority (vested in said voters � by the "Home Rule" provision) of the Constitution of Texas, and in accordance with a resolution duly passed at a regular meeting of the City council of said City and the City of Fort Worth being ' hereinafter termed Owner, APAC-TEXAS, INC. HEREINAFTER CALLED CONTRACTOR. � WIT`NESSETH: 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: UNIT II: PAVING IMPROVEMENTS ALTERNATE NO. 2 FOR PERSHING AVENUE FROM CAMP BOWIE BOULEVARD TO ASHLAND 2. � That the work herein contemplated shall consist of furnishin as an independent g � 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 Transportation and Public Works and Water Department of the City of Fort Worth and 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. 1 3. ' The Contractor hereby agrees and binds himself to commence the construction of said work within ten (10) days after being notified in writing to do so by the Department of Engineering of the City of Fort Worth. 1 1 1 C-1 � � � � C�I C'� � � � u l�l � � u � �J � l�J l� 4. The Contractor hereby agrees to prosecute said work with reasonable diligence after the commencement thereof and to fully complete and finish the same ready for the inspection and approval of the Department of Engineering of the City of Fort Worth and the City Council of the City of Fort worth within a period of 90 WORKING days. If the Contractor should fail to complete the work as set forth in the Plans and Specifications and Contract Documents within the time so stipulated, plus any additional time allowed as provided in the General Conditions, there shall be deducted from any monies due or which may thereafter become due him, the sum of �574.873.70 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 same in accordance with the Contract Documents or to take charge of and complete the work in such a manner as it may deem proper, and if, in the completion thereof, the cost to the said City shall exceed the contract price or prices set forth in the said plans and specification 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, and does hereby indemnify, hold harmless and defend owner and the Construction manager, their officers, agents, servants, and employees, from and against any and injury, including death, to any and all persons, of whatsoever kind or character, whether real or asserted, arising out of or in connection with, directly or indirectly, the work and services to be performed hereunder by Contractor, its officers, agents, employees, contractors, subcontractors, licensees or invitees, whether or not caused, in whole or in part, by alleged negligence on the part of off cers, agents, servants, employees, contractors, subcontractors, licensees and invitees of the Owner; and said contractor does hereby convenat and agree to assume all liability and responsibility of Owner and the Construction Manager, their officers, agents, servants and employees for property damage or loss, and/or personal injuries, including death, to any and all persons of whatsoever kind or character, whether real or asserted, arising out of or in connection with, directly or indirectly, the work and services to be performed hereunder by Contractor, its officers, agents, employees, contractors, subcontractors, licensees and invitees whether or not caused, in whole or in part, by alleged negligence of officers, agents, servants, employees, contractors, subcontractors, licensees or invitees or the Owner. Contractor likewise convenants and agrees to, and does hereby, indemnify and hold harmless Owner and Construction Manager from and against any and all injuries, loss or damages to property of the C-2 � � Owner and Construction Manager during the performance of any to the terms and conditions of � this Contract, whether arising out of or in connection with or resulting from, in whole or in part, any and all alleged acts or omissions of officers, agents, servants, employees, contractors, subcontractors, licenses, or invitees of the Owner. �In the event a written claim form damages against the Contractor or its subcontractors remains unsettled at the time all work on the project has been completed to the satisfaction of the � Department of engineering, as evidenced by a final inspection, final payment to the Contractor shall not be recommended by the Department of Engineering to the Transportation and Public Works Department for a period of thirty (30) days after the date of such final inspection, unless � the Contractor shall submit written evidence satisfactory to the Department of Engineering that the claim has been settled and a release has been obtained from the claimant involved. � Although the claim concerned remains unsettled at the expiration of the above 30-day period, the Contractor may be deemed to be entitled to a semi-final payment for work completed, such semi- � final payment to be in an amount equal to the total dollar amount then due less the dollar value or any written claims pending against the Contractor arising out of the performance of such work, and such semi-final payment may then be recommended by the Department of Engineering. � The Director of the Department of Engineering shall not recommend final payment to a Contractor against whom such a claim for damages is outstanding for a period of six months 'j following the date of the acceptance of the work performed unless the Contractor submits ..� evidence in writing satisfactory to the Director that: � (1) The claim has b.een settled and a release has been obtained from the claimant involved, or J (2) Good faith efforts have been made to settle such out-standing claims, and such good faith efforts have failed. � If condition (1) above is met any time within the six (6) months period, the Department of Engineering shall recommend that the final payment to the Contractor be made. If condition 92) � above is met at any time within the six (6) month period, the Department of Engineering may recommend that the final payment to the Contractor be made. At the expiration of the six month period the Director may recommend that final payment be made if all other work has been Jperformed and all other obligations of the Contractor have been met to the satisfaction of the Department of Engineering. � The Director of Department of Engineering may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth Contract work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City contract. � J C-3 �r � I �. � �] � J 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 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 Crty agrees and binds rtself to pay, and the said Contractor agrees to receive, for all of the aforesaid work, and for all additions thereto or deductions therefrom, the price shown on � the Proposal submitted by the successful bidder hereto attached and made a part hereof. 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 j (including/excluding) alternates N/A shall be FIVE HUNDRED SEVENTY FOUR ,� THOUSAND EIGHT HUNDRED SEVENTY THREE AND 70/100 ($574,873.701 � It is further agreed that the performance of this Contract, either in whole or in part, shall not be sublet or assigned to anyone else by said Contractor without the written consent of the Director of the Department of Engineering. 10. The Contractor agrees to pay at least the minimum wage per hour for all labor as the same classified, promulgated and set out by the City of Fort Worth, Texas, a copy of which is attached hereto and made a part hereof the same as if it were copies verbatim herein. C-4 I C 11. � The Contractor shall procure and shall maintain during the life of this contract insurance as specified in Paragraph 8 of Special Instruction to Bidders of this contract documents. L■J 12. � It is mutually agreed and understood that this agreement is made and entered into by the pa�ties 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. IN WITNESS WHEREOF, the City of Fort Worth has caused this instrument to be asigned in 8 counterparts in its name and on its behalf by the Cit� Managers 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 8 counterparts with its corporate seal attached. � L�1 � ,!1 � � 1 J � � � 7 C-5 ' � � � 1 � Done in Fort Worth, Texas this the RECOMMENDED: �,� ° •��-t�A� �a-��,� ��.��1,'�'� /�M..__.... DIRECTOR, DEPARTMENT OF ENGINEERING CW CITY OF FORT WORTH ; � �, 0 � / �� BY. �` ASST. CITY MANAGER CW A�PI�UVED: E � � � � �� f�". _ ��;%� TRAN SPORTATI ON/PUBLIC WORKS DIRECTOR ATTEST: � APAC-TEXAS INC. CONTRACTOR � � BY: L, S. MICHA�L , BAANCH MANAGER � TITLE �h � I ' 1 � ' 1901 �9e-Z COLD SPRINGS ROAD PO BOX 1807 FORT WORTH, TX �8� ADDRESS 74 �Oz November 1960 Revised May 1986 Revised September 1992 Revised January 1993 a��f�- 8 20��D., - - - - - C-6 � �-��i CITY SEC�ETARY (S E A L) (��'. - l �l ,�r� L�� Contract Authorization �- l�_"�l.' UBte APPPROVED AS TO FORM AND LEGALITY ASST. CI Y ATTORNEY City of Fort Worth, Texas �il�A�or A11d aunc�l a�n�nun�cA�ian C C DATE REFERENCE NUMBER LOG NAME PAGE 1/18/00 **C-17826 30PERSH I 1 of 3 SUBJECT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO DAVILA CONSTRUCTION, INC. FOR UNIT I: WATER AND SANITARY SEWER REPLACEMENTS IN PERSHING AVENUE FROM CAMP BOWIE BOULEVARD TO ASHLAND AVENUE; AND AWARD OF CONTRACT TO APAC-TEXAS, INC. FOR UNIT II: PAVING IMPROVEMENTS ALTERNATE NO. 2 FOR PERSHING AVENUE FROM CAMP BOWIE BOULEVARD TO ASHLAND AVENUE RECOMMENDATION: It is recommended that the City Council: 1. Authorize the City Manager to transfer $534,468.25 from the Water and Sewer Operating Fund to the Water Capital Project Fund in the amount of $377,066.75 and to the Sewer Capital Project Fund in the amount of $157,401.50; and 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water Capital Project Fund in the amount of $377,066.75 and to the Sewer Capital Project Fund in the amount of $157,401.50 from available funds; and 3. Authorize the City Manager to execute a contract with Davila Construction, Inc. in the amount of $477,178.25 and 60 working days for Unit l: Water and Sanitary Sewer Replacements in Pershing Avenue; and 4. Authorize the City Manager to execute a contract with APAC-Texas, Inc. in the amount of $574,873.70 and 90 working days for Unit II: Paving Improvements Alternate No. 2 for Pershing Avenue. DISCUSSION: This project is included in the 1998 Capital Improvements Program. The Water Department has determined that water and sanitary sewer lines in this street need to be replaced prior to street reconstruction. UNIT 1: Unit I consists of water and sanitary sewer replacements. This project was advertised for bid on September 9 and 16, 1999. On October 14, 1999, the following bids were received: UNIT I - BIDDERS I_1►'�[�1�1:�� TIME OF COMPLETION Davila Construction. Inc. Jackson Construction, Inc. William J. Schultz, Inc. d/b/a Circle "C" Construction Company M. E. Burns Construction, Inc. Mid-State Utilities, Inc. Tri-Tech Construction, Inc. Long Construction & Engineering, Inc. Texas-Sterling Construction, Inc. $477.178.25 $493,751.00 $501,244.80 $529,409.75 $532,204.00 $552,280.00 $553,646.45 $657,143.30 60 Working Days Specified 7 City of Fo�t Wot�th, Texas . A ar And aunc�( �� an�n�un�cAt�an �� . C _ C DATE REFERENCE NUMBER LOG NAME • PAGE 1/18/00 **C-17826 ' 30PERSH 2 of 3 SUBJECT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO DAVILA CONSTRUCTION, INC. FOR . UNIT I: WATER AND SANITARY SEWER �� REPLACEMENTS� IN PERSHING AVENUE FROM CAMP BOWIE BOULEVARD TO ,�� ASHLAND AVENUE; AND AWARD OF CONTRACT TO APAGTEXAS, INC. FOR UNIT II: PAVING IMPROVEMENTS ALTERNATE NO. 2 FOR PERSHING AVENUE FROM � CAMP BOWIE BOULEVARD TO ASHLAND AVENUE UNIT II: Unit II consists of paving improvements. The bid documents for paving improvements included two alternates (Alternate Nos. 1 and 2) as follows: • Alternate No. 1 included pulverization and HMAC resurfacing, construction of standard concrete curb and gutter, driveway approaches, and sidewalks where shown on the plans. • Alternate No. 2 included 5-inch HMAC pavement on 6-inch lime stabilized subgrade, construction of standard concrete curb and gutter, driveway approaches, and sidewalks where shown on the plans. Considering both bids, and given that Alternate No. 2 will provide a more durable pavement surface, staff is recommending the award of Unit II: Paving Improvements Alternate No. 2. This project was advertised for bid on September 9 and 16, 1999. On October 14, 1999, the following bids were received: � UNIT II - BIDDERS '- ALTERNATE NO. 1 APAC-Texas, Inc. J. L. Bertram Construction & Engineering, Inc. Branch & Sons Construction, Inc. Jackson Construction, Inc. McClendon Construction Company, Inc. UNIT II - BIDDERS - ALTERNATE NO. 2 APAC-Texas. Inc. . J. L. Bertram Construction & Engineering, Inc. Jackson Construction, Inc. � � McClendon Construction Company, Inc. Branch & Sons Construction, Inc. � AMOUNT TIME OF COMPLETION $591,914.50 $627,612.20 $642,090.00 $649,287.00 $665,747.00 AMOUNT $574.873.70 $619,728.00 $634,000.00 $661,240.00 $676,514.00 TIME OF COMPLETION 90 Working Days Specified �Contf�ngencies #or Unit I change orders are $23,880.00, and $3'3,410.00 for associated construction inspection and survey. Contingericies for Unit II Alternate No. 2 change orders are $25,000.00. � City of Fort Worth, Texas ��A�ar Atld Caunc,il an�n�un�cA�ian � DATE REFERENCE NUMBER LOG NAME PAGE 1/18/00 **C-17826 30PERSH I 3 of 3 suB�Ecr . APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO DAVILA CONSTRUCTION, INC. FOR UNIT I: WATER AND SANITARY � SEWER REPLACEMENTS IN PERSHING AVENUE FROM CAMP � BOWIE BOULEVARD TO � ASHLAND AVENUE; AND AWARD OF CONTRACT TO APAC-TEXAS, INC. FOR UNIT II: PAVING IMPROVEMENTS ALTERNATE NO. 2 FOR PERSHING AVENUE FROM CAMP BOWIE BOULEVARD TO ASHLAND AVENUE� � Davila Construction, Inc. is in compliance with the City's M/V1IBE Ordinance by committing to 29% M/WBE participation. The City`s goal on this project is 18%. � APAC-Texas, Inc. is in compliance with the City's M/WBE Ordinance by committing to 33% M/WBE participation. The City's goal on this project is 33%. Pershing Avenue is located in COUNCIL DISTRICT 7. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that upon approval and completion of recommendation 1, and adoption of the attached appropriation ordinance, funds will be available in the current capital budgets, as appropriated, of the Water Capital Projects Fund, the Sewer� Capital Projects Fund, and the Street Improyements Fund. ►7iLc�7 $ubmitted for City Manager's � Office by: Mike Groomer Originating Department Head: A. Douglas Rademaker Additional Information Contact: A. Douglas Rademaker � FUND � (to) � 1&2) PW53 6140 I 1 &2) PS58 2) PW53 � 2) PW53 � 2) PS58 � 2) PS58 6157 � (from) I1) PE45 1) PE45 � 3) PW53 � 3) PS58 6157 � 4) C115 I ACCOUNT I CENTER I AMOUNT 472045 060530175760 $377,066.75 472045 070580174980 $157,401.50 541200 060530175760 $353,496.75 531350 030530175760 $ 23,570.00 541200 070580174980 $147,561.50 531350 030580174980 $ 9,840.00 538070 538070 541200 541200 541200 0609020 0709020 060530175760 070580174980 020115040593 CITY SECRETARY °��0 g GSd �� ! � v�V��l�� : Fi� $377,066.75 ��L �� $157,401.50 � � City :i=:tratary ob thg $336,656.75 I ^i:yo: Fort 1�rnr,h.7�n,xaq $140,521.50 I , $574,873.70 � Adopted Ordinanc� �lo, ��