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Contract 30740
TFYS COPY F01� . bp CITY SECRETARY CONTRACT NO. crops wNDIr�oel,. SPECIFICATIONS AND CONTRACT DOCUMENT Cny$ECREIw -----...CQY MANAGER'S OFFICE ,. —.. ENGINEEMO DIV. VPW—FILE COPY BRIDGE REPAIR AND REPAINTING AT------ VARIOUS LOCATIONS (2004-10) PROJECT NO. GS93-020930260650 IN THE CITY OF FORT WORTH, TEXAS MAY 2004 MIKE MONC EF GARY W. JACKSON MAYOR CITY MANAGER ROBERT .� . • GOODE, PE DIRECTOR OF TRANSPORTATION _ r AND PUBLIC WORKS DEPARTMENT LGEORGE BEHMANESH, PE Cid ASSISTANT DIRECTOR OF TRANSPORTATI if. W"O.Pffl, TEX. AND PUBLIC WORKS DEPARTMENT ORIGINAL 02 1 City of Fort Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 9/14/2004 -Ordinance No. 16116 DATE: Tuesday, September 14, 2004 LOG NAME: 20BRIDGE04-10 REFERENCE NO.: **C-20267 SUBJECT: Appropriation Ordinance and Award of Contract to Python Corporation for Bridge Repair and Repainting at Various Locations (2004-10) RECOMMENDATION: It is recommended that the City Council: 1. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Contract Street Maintenance Fund in the amount of$599,181.00 based on a receivable from the Fort Worth Transportation Authority to fund a portion of the FY2003-2004 Street Maintenance Program; and 2. Authorize the City Manager to execute a contract with Python Corporation in the amount of $631,479.56 for 120 working days for Bridge Repair& Repainting at Various Locations (2004-10). DISCUSSION: In the FY2003-2004 Contract Major Maintenance Program, various types of maintenance techniques are used to maintain the City's street network, including bridges. This project provides for the repair and repainting of bridges at various locations. Work will include repairing damaged railings and decks, painting steel members, and correcting erosion problems. The City also reserves the right to increase or decrease quantities of individual pay items within the contract, provided that the total contract amount remains within plus or minus 25% of the contract award. This project was advertised on May 20 and 27, 2004. On June 24, 2004, the following bids were received: Bidders Amount Python Corporation $631,479.56 Gibson &Associates, Inc. $637,832.00 Brazos Restoration & Waterproofing, Inc. $723,928.60 Laughley Bridge 8 Construction, Inc. $784,101.00 i Python Corporation is in compliance with the City's MWBE Ordinance by committing to 16% MWBE participation. The City's goal on this project is 12%. This project is located in COUNCIL DISTRICT 7, 8 and 9. i FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that upon adoption of the attached appropriation ordinance, funds will be available in the current capital budget, as appropriated, of the Contract Street Maintenance Fund. TO Fund/Account/Centers FROM Fund/Account/Centers GS93 488200 020930578010 $599,181.00 GS93 541200 020930260650 $631,479.56 GS93 541200 020930578010 $599,181.00 Submitted for City Manager's Office by: Marc Ott (8476) Originating Department Head: Robert Goode (7804) Additional Information Contact: George Behmanesh (7914) i i din o. t Ordinance N a AN ORDINANCE INCREASING ESTIMATED RECEIPTS AND APPROPRIATIONS IN THE CONTRACT STREET MAINTENANCE FUND IN THE AMOUNT OF $599,181 FROM A RECEIVALBE FROM THE FORT WORTH TRANSPORTATION AUTHORITY FOR THE PURPOSE OF FUNDING A PORTION OF THE FISCAL YEAR 2003-2004 STREET MAINTENANCE PROGRAM; MAKING THIS ORDINANCE CUMULATIVE OF PRIOR ORDINANCES IN CONFLICT HEREWITH; AND PROVIDING AN EFFECTIVE DATE. BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF FORT WORTH, TEXAS: SECTION 1. That in addition to those amounts allocated to the various City departments for Fiscal Year 2003- 2004 in the Budget of the City Manager, there shall also be increased estimated receipts and appropriations in the Contract Street Maintenance Fund in the amount of $599,181 from a receivable from the Fort Worth Transportation Authority for the purpose of funding a portion of the FY 2003-2004 Street Maintenance Program. SECTION 2. That should any portion, section or part of a section of this ordinance be declared invalid, inoperative or void for any reason by a court of competent jurisdiction, such decision, opinion or judgment shall in no way impair the remaining portions, sections, or parts of sections of this ordinance,which said remaining provisions shall be and remain in full force and effect. SECTION 3. That this ordinance shall be cumulative of Ordinance No. 15636 and all other ordinances and appropriations amending the same except in those instances where the provisions of this ordinance are in direct conflict with such other ordinances and appropriations, in which instance said conflicting provisions of said prior ordinances and appropriations are hereby expressly repealed. SECTION 4. This ordinance shall take effect upon adoption. APPR VED AS TO FORM AND LEGALITY: Assistant City Attorney ADOPTED AND EFFECTIVE: TANSPORT TIONAND PUBLIC WORKS som TELEFAX COVER SHEET TO: Texas Standard Construction, LLC FAX 214-330-5254 Gibson & Associates FAX 972-557-1552 North Texas Bomanite FAX 972-484-8466 Brazos Restoration & Waterproofing FAX 972-923-9444 North Texas Bridge Co., Inc. FAX 972-509-9772 Python Corp FAX 985-641-6553 Fortson Contracting Inc. FAX 903-326-5002 Laughley Bridge & Construction FAX 817-441-9988 M.E. Burns Construction FAX 817-447-0207 FROM: Julie Westerman, Project Manager x ,�J�h Vt6QQTq� Office: 817-392-2486 SUBJECT: Addendum No. 2 Bridge Repair & Repainting at Various Locations (2004-10) GS93/020930260650 Bid Opening Date: June 24, 2004 Addendum Issued: June 22, 2004 Total Pages: 5 o�rr W ADDENDUM NO. 2 The following changes to the Contract Documents should be noted by all prospective bidders: 1. PROPOSAL QUANTITY CHANGE FOR PAY ITEM NO. 5 — CRACK SEALING FOR BRIDGE DECKS The quantity (117,270 SF) on page 5-1 of the Proposal is incorrect. Total area to be sealed is 74,790 SF. Revised Bid Proposal (Revision 2) is attached to this Addendum. Please submit the revised Bid Proposal with other bid documents. 1 PROPOSAL TO: Mr. Gary Jackson City Manager Fort Worth, Texas FOR: BRIDGE REPAIR AND REPAINTING AT VARIOUS LOCATIONS (2004-10) PROJECT No. GS93-020930260650 Pursuant to the foregoing "Notice to Bidders", the undersigned has thoroughly examined the plans, specifications and the site, understands the amount of work to be done, and hereby proposes to do all the work and furnish all labor, equipment, and materials necessary to complete all the work as provided in the plans and specifications, and subject to the inspection and approval of the Department of Transportation and Public Works Director of the City of Fort Worth. Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract and furnish Performance and Payment Bond approved by the City of Fort Worth for performing and completing said work within the time stated and for the following sums, to-wit: SPEC PAY APPROX DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID S.P. 1. 2 EA. PROJECT DESIGNATION SIGNS Dollars& $ $ Cents Per EA S.P. 2. 60 SF CONCRETE BRIDGE DECK REPAIR, CLASS I (B), SHALLOW REPAIR Dollars& $ $ Cents Per SF S.P. 3. 1,000 SF CONCRETE BRIDGE DECK REPAIR, CLASS II (B), MID-DEPTH REPAIR Dollars& $ $ Cents Per SF S.P. 4. 20 SF CONCRETE BRIDGE DECK REPAIR, CLASS III (B), FULL-DEPTH REPAIR Dollars& $ $ Cents Per SF S.P. 5. 74,790 SF CRACK SEALING FOR BRIDGE DECKS Dollars& $ $. Cents Per SF S.P. 6. 1,516 LF REPLACE DECK&APPROACH SILICONE SEALS Dollars& $_ $ Cents Per LF 1' r 5- 1 S.P. 7A. 160 LF INSTALL AND PAINT DECK DRAIN COLLECTION SYSTEM AT CARSWELL ACCESS RD/WFTR $ $ Dollars& Cents Per LS S.P. 7B. 460 LF INSTALL DECK DRAIN COLLECTION SYSTEM AT MEANDERING RD/WFTR Dollars& $ $ Cents Per LS S.P. 7C. 780 LF INSTALL AND PAINT DECK DRAIN COLLECTION SYSTEM AT WHITE SETTLEMENT RD/WFTR $ $ Dollars& Cents Per LS S.P. 8A. 1 LS CLEAN, PRIME,AND PAINT STEEL SUPERSTRUCTURE AT CARSWELL ACCESS RD/WFTR $ $ Dollars& Cents Per LS S.P. 8B. 1 LS CLEAN, PRIME,AND PAINT STEEL SUPERSTRUCTURE AT WHITE SETTLEMENT RD/WFTR $ $ Dollars-& Cents Per LS S.P. 9A. 1 LS CLEAN, SEAL AND PAINT TOPS OF BENTS AT CARSWELL ACCESS RD/WFTR $ $ Dollars& Cents Per LS S.P. 9B. 1 LS CLEAN,SEAL AND PAINT TOPS OF BENTS AT WHITE SETTLEMENT RD/WFTR $ $ Dollars& Cents Per LS S.P. 10. 790 SF CLEAN AND PAINT CONCRETE SURFACES Dollars& $ $ Cents Per SF S.P. 11. 1 LS CLEAN, PRIME AND PAINT BRIDGE HANDRAIL AT CARSWELL ACCESS RDIWFTR $ $ Dollars& Cents Per LS S.P. 12. 110 LF REPLACE BRIDGE HANDRAIL Dollars& $ $ Cents Per LF S.P. 13. 11 EA REPLACE BRIDGE HANDRAIL SUPPORTS $ $ Dollars& Cents Per EA i �LrL'a 5-2 S.P. 14. 21 CY FLOWABLE FILL IN VOIDS Dollars& $ $ Cents Per CY S.P. 15. 10 EA ACCESS HOLES FOR FLOWABLE FILL Dollars & $ $ Cents Per EA S.P. 16. 34 SF REPAIR CONCRETE SURFACE SPALLING Dollars& $ $ Cents Per SF S.P. 17. 28 LF EPDXY INJECTION OF CRACKS Dollars & $ $ Cents Per LF S.P. 18. 703 LF REPLACE GUARDRAIL Dollars& $ $ Cents Per LF S.P. 19. 18 EA REPLACE DEFICIENT GUARDRAIL POSTS Dollars& $ $ Cents Per EA S.P. 20. 1,185 LF PRIME AND PAINT GUARDRAIL Dollars& $ $ Cents Per LF S.P. 21. 1 LS REMOVE ABANDONED WATER LINE AT WHITE SETTLEMENT RD/WFTR Dollars & $ $ Cents Per LS S.P. 22. 2,100 LF CLEAN AND FILL CRACKS AND CONSTRUCTION JOINTS Dollars & $ $ Cents Per LF S.P. 23. 953 SF REMOVE AND REPLACE SIDEWALK Dollars& $ $ Cents Per SF S.P. 24. 250 SF REMOVE AND REPLACE CONCRETE PAVEMENT Dollars& $ $ Cents Per SF S.P. 25. 7 EA REPLACE BEARING COTTER PINS Dollars& $ Cents Per EA S.P. 26. 1 LS TRAFFIC CONTROL Dollars& $ $ Cents Per LS TOTAL BID $ 5-3 This contract is issued by an organization which qualifies for exemption pursuant to 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 the 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 One hundred twenty (120) 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 deposit 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. (1/we), acknowledge receipt of the following addenda to the plans and specifications, all of the provisions and requirements of which have been taken into consideration in preparation of the foregoing bid: Addendum No. 1 (Initials) Addendum No. 3 (Initials) Addendum No. 2 (Initials) Addendum No. 4 (Initials) Respectfully submitted: Contractor By Address Telephone (SEAL) EW" Date 5-4 AND PUBLIC WolzKs .: TELEFAX COVER SHEET TO: Texas Standard Construction, LLC FAX 214-330-5254 Gibson & Associates FAX 972-557-1552 North Texas Bowmanite FAX 972-484-8466 Brazos Restoration & Waterproofing FAX 972-923-9444 North Texas Bridge Co., Inc. FAX 972-509-9772 Python Corp FAX 985-649-6553 Fortson Contracting Inc. FAX 903-326-5002 Laughley Bridge & Construction FAX 817-441-9988 FROM: Julie Westerman, Project Manager Office: 817-392-2486 SUBJECT: Addendum No. 1 Bridge Repair & Repainting at Various Locations (2004-10) GS93/020930260650 Bid Opening Date: June 24, 2004 Addendum Issued: June 18, 2004 Total Pages: 11 FORT WQRTH ADDENDUM NO. 1 The following changes to the Contract Documents should be noted by all prospective bidders: 1. NON-PAY ITEM NO. 4— CLEARING AND GRUBBING (Pg 8-10) Project limits shall be considered areas within 6-ft of structure and any area that is required for access to structure. 2. PAY ITEM NO. 1 — PROJECT DESIGNATION SIGNS (Pg 8-10) Project designation signs will be required at any location where work is visible to the public. 3. PAY ITEM NO. 5 — CRACK SEALING FOR BRIDGE DECKS (Pg 8-16) Under 5.4 SURFACE PREPARATION, delete first sentence of first paragraph as below: "Surface preparation shall be accomplished by power-sweeping the entire surface to be treated and blowing the cracks out with compressed air to remove all traces of dirt, dust, sand, gravel or other debris." 1 and replace with paragraph as below: "Surface preparation shall be accomplished by sand blasting and power-sweeping the entire surface to be treated and blowing the cracks out with compressed air to remove all traces of dirt, dust, sand, gravel or other debris." 4. PAY ITEM NOS. 7A, 7B AND 7C — DECK DRAIN COLLECTION SYSTEMS (Pg 8-21) Under 7.3 MEASUREMENT, delete paragraph as below: "This item shall be measured lump sum, installed and painted, where required." and replace with paragraph as below: "This item shall be measured by the linear feet of trunk line. Connections, pipe hangers, painting,_and any other required materials shall be considered subsidiary to this item." Revised Bid Proposal is attached to this Addendum. Please submit the revised Bid Proposal with other bid documents. 5. BRIDGE DRAIN DETAILS (Appendix H) • PVC Ts shall be used at all bends in collection systems to provide clean-out access. Caps shall be included for these clean-outs. • Drain insert material shall be Contractor's choice, subject to Engineer's approval. Material/device selected must prevent large debris from entering collection system and causing blockage. • PVC trunk line shall be 8" diameter. Revised details are attached to this Addendum. 6. PAY ITEM NO. 14— FLOWABLE FILL (Pg 8-26) For clarification, voids under sidewalk that is to be replaced can be filled with the same concrete used to pour the sidewalk. Concrete used to fill voids must be well vibrated to ensure filling of voids. 7. PAY ITEM NO. 18 — REPLACE GUARDRAIL (Pg 8-29) Terminal and wingwall attachment sections of guardrail shall be measured and paid by the linear foot. 8. PAY ITEM NO. 21 — REMOVE ABANDONED WATER LINE (Pg 8-30) All salvage from removal of abandoned water line shall go to Contractor. 9. PAY ITEM NO. 22 — CLEAN AND FILL CRACKS AND CONSTRUCTIONS JOINTS (Pg 8-30) 2 For clarification, cracks or joints 1" or greater in width, can be filled using grout. Cracks or joints less than 1" in width should be filled using silicone. 10.PAY ITEM NO. 24 — REMOVE AND REPLACE CONCRETE PAVEMENT (Pg 8-31) • Under this item, delete first two paragraphs as below: "This item shall include the removal of existing concrete pavement, curbs and gutters, dowels, and placement of a minimum 7' reinforced concrete pavement at locations as designated by the Engineer. Existing concrete pavement shall be sawed full depth; tie bars (4 @ 18") shall be placed as shown on the enclosed detail. In situations where extensive slab replacement next to the existing curb in fair condition is undertaken, contractor would replace both slab and curb monolithically. Silicone joint sealant per the attached specification shall be provided and installed. Contractor should avoid disturbing subgrade and the removal of subgrade in process of removing designated pavement. If replaced depth exceeds 7" and subgrade meets compactions requirements, Contractor will pour a uniform pavement section exceeding 7' in depth. If failed concrete pavement has a depth that is less than 6" in depth (distance between top of new pavement surface and recompacted subgrade surface), Contractor would remove excess subgrade material. Subgrade would be reshaped and recompacted to allow a 7" replaced concrete pavement section." and replace with paragraphs as below: "This item shall include the removal of existing concrete approach slab and placement of a minimum 10 W reinforced concrete approach slab at locations as designated by the Engineer. Existing concrete pavement shall be sawed full depth; tie bars (#4 @ 18") shall be placed as shown on the enclosed detail. In situations where extensive slab replacement next to the existing curb in fair condition is undertaken, contractor would replace both slab and curb monolithically. Silicone joint sealant per the attached specification shall be provided and installed. Contractor should avoid disturbing subgrade and the removal of subgrade in process of removing designated pavement. If replaced depth exceeds 10 W and subgrade meets compactions requirements, Contractor will pour a uniform pavement section exceeding 10 Y2" in depth. If failed concrete pavement has a depth that is less than 10 Y2" in depth (distance between top of new pavement surface and recompacted subgrade surface), Contractor would remove excess subgrade material. Subgrade would be reshaped and recompacted to allow a 10 W replaced concrete pavement section." • Approach slab details are attached to this Addendum. • Removal of existing concrete shall be done in a manner that does not damage existing steel. Existing steel that is nicked, cut, or bent 30 degrees from its original position shall have an additional bar epoxied next to it in a shape similar to existing 3 rebar as directed by the Engineer. Epoxy shall be an epoxy similar to Hilti HIT C- 100 or approved equal and shall be applied in accordance with manufacturers recommendations. Minimum embedded length shall be 12". • Concrete used for approach slab replacement will be designed to achieve a minimum compressive strength of 3,000 psi in 24 hours. 11.PAY ITEM NO. 26 — TRAFFIC CONTROL (Pg 8-32) • Overnight lane closures will require arrow boards. • Deck sealing at Carswell Access Rd and Meandering Rd will require one lane closure at a time with flagmen to direct traffic until deck sealant has cured according to manufacturer's recommendations. 4 PROPOSAL TO: Mr. Gary Jackson City Manager Fort Worth, Texas FOR: BRIDGE REPAIR AND REPAINTING AT VARIOUS LOCATIONS (2004-10) PROJECT No. GS93-020930260650 Pursuant to the foregoing "Notice to Bidders", the undersigned has thoroughly examined the plans, specifications and the site, understands the amount of work to be done, and hereby proposes to do all the work and furnish all labor, equipment, and materials necessary to complete all the work as provided in the plans and specifications, and subject to the inspection and approval of the Department of Transportation and Public Works Director of the City of Fort Worth. Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract and furnish Performance and Payment Bond approved by the City of Fort Worth for performing and completing said work within the time stated and for the following sums, to-wit: SPEC PAY APPROX DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID S.P. 1. 2 EA. PROJECT DESIGNATION SIGNS Dollars& $ $ Cents Per EA S.P. 2. 60 SF CONCRETE BRIDGE DECK REPAIR, CLASS I (B), SHALLOW REPAIR Dollars& $ $ Cents Per SF S.P. 3. 1,000 SF CONCRETE BRIDGE DECK REPAIR, CLASS II (B), MID-DEPTH REPAIR Dollars& $ $ Cents Per SF S.P. 4. 20 SF CONCRETE BRIDGE DECK REPAIR, CLASS III (B),FULL-DEPTH REPAIR Dollars& $ $ Cents Per SF S.P. 5. 117,270 SF CRACK SEALING FOR BRIDGE DECKS Dollars& $ $ Cents Per SF S.P. 6. 1,516 LF REPLACE DECK&APPROACH SILICONE SEALS Dollars& $ $ Cents Per LF 5- 1 S.P. 7A. 160 LF INSTALL AND PAINT DECK DRAIN COLLECTION SYSTEM AT CARSWELL ACCESS RD/WFTR $ $ Dollars& Cents Per LS S.P. 7B. 460 LF INSTALL DECK DRAIN COLLECTION SYSTEM AT MEANDERING RD/WFTR Dollars& $ $ Cents Per LS S.P. 7C. 780 LF INSTALL AND PAINT DECK DRAIN COLLECTION SYSTEM AT WHITE SETTLEMENT RD/WFTR $ $ Dollars& Cents Per LS S.P. 8A. 1 LS CLEAN, PRIME,AND PAINT STEEL SUPERSTRUCTURE AT CARSWELL ACCESS RD/WFTR $ $ _Dollars& Cents Per LS S.P. 8B. 1 LS CLEAN, PRIME,AND PAINT STEEL SUPERSTRUCTURE AT WHITE SETTLEMENT RD/WFTR $ $ Dollars& Cents Per LS S.P. 9A. 1 LS CLEAN, SEAL AND PAINT TOPS OF BENTS AT CARSWELL ACCESS RD/WFTR s a Dollars& Cents Per LS S.P. 9B. 1 LS CLEAN, SEAL AND PAINT TOPS OF BENTS AT WHITE SETTLEMENT RD/WFTR $ $ Dollars& Cents Per LS S.P. 10. 790 SF CLEAN AND PAINT CONCRETE SURFACES Dollars& $ $ Cents Per SF S.P. 11. 1 LS CLEAN, PRIME AND PAINT BRIDGE HANDRAIL AT CARSWELL ACCESS RD/WFTR s s Dollars& Cents Per LS S.P. 12. 110 LF REPLACE BRIDGE HANDRAIL Dollars& $ $ Cents Per LF S.P. 13. 11 EA REPLACE BRIDGE HANDRAIL SUPPORTS $ $ Dollars& Cents Per EA 5-2 S.P. 14. 21 CY FLOWABLE FILL IN VOIDS Dollars& $ $ Cents Per CY S.P.. 15. 10 EA ACCESS HOLES FOR FLOWABLE FILL Dollars& $ $ Cents Per EA S.P. 16. 34 SF REPAIR CONCRETE SURFACE SPALLING Dollars& $ $ Cents Per SF S.P. 17. 28 LF EPDXY INJECTION OF CRACKS Dollars& $ $ Cents Per LF S.P. 18. 703 LF REPLACE GUARDRAIL Dollars& $ $ Cents Per LF S.P. 19. 18 EA REPLACE DEFICIENT GUARDRAIL POSTS Dollars& $ $ Cents Per EA S.P. 20. 1,185 LF PRIME AND PAINT GUARDRAIL Dollars& $ $ Cents Per LF S.P. 21. 1 LS REMOVE ABANDONED WATER LINE AT WHITE SETTLEMENT RD/WFTR Dollars& $ $ Cents Per LS S.P. 22. 2,100 LF CLEAN AND FILL CRACKS AND CONSTRUCTION JOINTS Dollars& $ $ Cents Per LF S.P. 23. 953 SF REMOVE AND REPLACE SIDEWALK Dollars& $ $ Cents Per SF S.P. 24. 250 SF REMOVE AND REPLACE CONCRETE PAVEMENT Dollars& $ $ Cents Per SF S.P. 25. 7 EA REPLACE BEARING COTTER PINS Dollars & $ $ Cents Per EA S.P. 26. 1 LS TRAFFIC CONTROL Dollars& $ $ Cents Per LS TOTAL BID $ 5-3 This contract is issued by an organization which qualifies for exemption pursuant to 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 the project construction, are subject to State sales taxes under House Bill 11, enacted August 15, 1991. w 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 One hundred twenty (120) 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 deposit 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. (1/we), acknowledge receipt of the following addenda to the plans and specifications, all of the provisions and requirements of which have been taken into consideration in preparation of the foregoing bid: Addendum No. 1 (Initials) Addendum No. 3 (Initials) Addendum No. 2 (Initials) Addendum No. 4 (Initials) Respectfully submitted: Contractor By Address Telephone (SEAL) Date 5-4 Y J Q U o d Z m _ o Q OR Z a O � Fiy H w cc O p o c� LL rr,' a Q m .. cch+� m Z z U a w � � r• I , � , u 1 1 / 1 , b ' OD rw ts I �1Cy of > 0d I 77 I � s� I I � ' � L ' I w I I o 1 ' a I-_ U)di y _J Q W� oj O F [xa W W y J a Zd WO U i •0 N � > 42 S $ W a UdI (D U , I I a� r. v� � R•,__, � m o 4 w N cd z w \ I I 1 Vel IT 1 ' ' 1 I U�O � a •� V - �+� 0 1 i 1 i 1 Qjfi. i I I h �I I 1 I I I •• L� ' 1 iasi943s"_t=°" 3 �_! is&*�as�i4 i _ -� j imp•.,, � - 8 gymd@{ _}_}, •,}=- a3, t. C� a; - i 3 } F� Y.L11 lt' •+ -.� IIT}17:L}�!I�; � W W �i9 .. � �-�2 t=� •• 3 e. F ��� _� _i-9 C 7��-C= tja �� o p� aEa r C S t C t t t[t[ }y 2O y =�2 Q ¢ass:-ss--- -- @ 51 �� s:s _-sas - 6 u a `m. 2 !!. C' }' O a W 'ju �J _ 1YT- i 4p4p f 9 '777, .—. •. F • ti � w'� A••I C=t L p1 777 S i i m n ap i jr cm m b g Q s 3 � �= �:9 •' .f; Cc3 ZIP a T :: r . A � U3w Al r•¢ 'e eil di d4E i int ¢ a CC i _ •� 3 _ _ •b i m 0 . L a .0•.A..i •'M M•.PA �a+a b/ � ill m SPECIFICATIONS AND CONTRACT DOCUMENTS BRIDGE REPAIR AND REPAINTING AT VARIOUS LOCATIONS (2004-10) PROJECT NO. GS93-020930260650 IN THE CITY OF FORT WORTH, TEXAS 2004 S A. DOUGLAS RADEMAKER, P.E. ' DATE DIRECTOR, DEPARTMENT OF ENGINEERING 12*10 DOO KIM, P.E. DATE CAPITAL PROJECT ENGINEER, WATER DEPARTMENT V " 164 GEORGE A. H DATE ASSISTANT DIRECTOR, DEPARTMENT OF TRANSPORTATION & PUBLIC WORKS TABLE OF CONTENTS 1. Notice to Bidders 2. Special Instructions to Bidders 3. Scope of Work 4. Prevailing Wage Rates 5. Proposal 6. Vendor Compliance to State Law 7. Minority and Women Business Enterprises Specifications 8. Special Provisions 9. Contractor Compliance With Workers' Compensations Law 10. Certificate of Insurance 11. Performance Bond 12. Payment Bond 13. Maintenance Bond 14. Contract APPENDICES: Appendix A: Project Location Maps Appendix B: Summary of Work Required at Each Bridge Appendix C: Photographs and Notes of Selected Deficiencies Along Bridges Appendix D: Design Layout for Carswell Access Rd/West Fork Trinity River Appendix E: Design Layout for Meandering Rd/West Fork Trinity River Appendix F: Design Layout for White Settlement Rd/West Fork Trinity River Appendix G: Project Designation Sign Detail Appendix H: Deck Drainage Collection System Details Appendix I: Sidewalk Ramp Details Appendix J: Concrete Pavement Details Appendix K: Water Department Special Provisions Relating to Removal of Abandoned Pipe NOTICE TO BIDDERS Sealed proposals for the following: BRIDGE REPAIR AND REPAINTING AT VARIOUS LOCATIONS(2004-10) PROJECT NO. GS93-020930260650 Addressed to Gary W.Jackson, City Manager of the City of Fort Worth,Texas will be received at the Purchasing Office until 1:30 P.M., June 24, 2004 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 purchased for twenty dollars($20.00)per set at the Office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. These documents contain additional information for prospective bidders. A pre-bid conference will be held at 9:00 A.M., June 10, 2004 in the Transportation Public Works Conference Room 270,2"0 floor, Municipal Building. Bid security is required in accordance with the Special Instruction to Bidders. 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 non-responsive. Information regarding the status of addenda may be obtained by contacting the Department of Engineering at (817) 392- 7910. Bidders shall not separate, detach or remove any portion, segment or sheets from the contract document at any time. Bidders must complete the proposal section(s) and submit the complete specifications book or face rejection of the bid as non-responsive. It is recommended that the bidder make a copy of the forms included in the Minority and Women Business Enterprise section for submittal within the time-line stated below or the bidder may request a copy of said forms from the City Project Manager named in this solicitation. In accord with City of Fort Worth Ordinance No. 15530, 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. The bidder shall submit the SUBCONTRACTOR/SUPPLIER UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM, GOOD FAITH EFFORT FORM (with Documentation) and/or the JOINT VENTURE FORM as appropriate. The Documentation must be received by the managing department 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. The Managing Department for the project is the Department of Transportation and Public Works. For additional information, contact Julie Westerman at(817)392-2486. GARY W.JACKSON GLORIA PEARSON CITY MANAGER CITY SECRETARY George Behmanesh, P.E. Assistant Director, Department of Transportation Public Works Advertising Dates: May 20,2004 May 27,2004 1 - 1 SPECIAL INSTRUCTIONS TO BIDDERS 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 5 percent of the largest possible 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 days after the contract has been awarded. To be an acceptable surety on the bid bond, the surety must be authorized to do business in the state of Texas. In addition, the surety must (1) hold a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law; or (2) have obtained reinsurance for any liability in excess of $100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law. Satisfactory proof of any such reinsurance shall be provided to the City upon request. The City, in its sole discretion, will determine the adequacy of the proof required herein. 2. PROPOSAL: After proposals have been opened and read aloud, the proposals will be tabulated on the basis of the quoted prices, the quantities shown in the proposal, and the application of such formulas or other methods of bringing items to a common basis as may be established in the Contract Documents. The total obtained by taking the sum of the products of unit prices quoted and the estimated quantities plus any lump sum items and such other quoted amounts as may enter into the cost of the completed project will be considered as the amount of the bid. Until the award of the contract is made by the Owner, the right will be reserved to reject any or all proposals and waive technicalities, to re- advertise for new proposals, or to proceed with the work in any manner as maybe considered for the best interest of the Owner. The quantities of work and materials to be furnished as may be listed in the proposal forms or other parts of the Contract Documents will be considered as gooroximate only and will be used for the purpose of comparing bids on a uniform basis. Payment will be made to the Contractor for only the actual quantities of work performed or materials furnished in strict accordance with the Contract Documents and Plans. The quantities of work to be performed and materials to be furnished may be increased or decreased as hereinafter provided,.without ' T"�--y---- invalidating the unit prices bid or any other requirements of he Contra- .p Documents. _N _.a IRK 2- 1 PM 3. ADDENDA: Bidders are responsible for obtaining all addenda to the Contract Documents prior to the 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 do not acknowledge all applicable addenda will be rejected as non-responsive. 4. AWARD OF CONTRACT: The contract, if awarded, will be awarded to the lowest responsive bidder. The City reserves the right to reject any or all bids and waive any or all irregularities. No bid may be withdrawn until the expiration of forty-nine (49) City business days from the date that the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") is received by the City. 5. PAYMENT, PERFORMANCE AND MAINTENANCE BONDS: 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. The successful bidder shall be required to furnish bonding as applicable in a sum 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 Chapter ` 2253 of the Texas Government Code, as amended. A. If the total contract price is $25,000 or less, payment to the Contractor shall be made in one lump sum. Payment shall not be made for a period of 45 calendar days from the date the work has been completed and accepted by the City. B. 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 material in the prosecution of the work. C. 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 performance 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. D. All contracts shall require a Maintenance Bond in the amount of one hundred percent (100%) of the original contract amount to guarantee the work for a period of two (2) years after the date of acceptance of the project from defects in workman hip--and/Qr- material. r ? ' op 2.2 To be an acceptable surety on the performance, payment and maintenance bonds, the surety must be authorized to do business in the state of Texas and meet all requirements of Texas Insurance Code, section 7.19-1. In addition, the surety must (1) hold a certificate of 'L authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law; or'(2) have obtained reinsurance for any liability in excess of $100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law. Satisfactory proof of any such reinsurance shall be provided to the City upon request. The City, in its sole discretion, sp will determine the adequacy of the proof required herein. No sureties will be accepted by the City that are at the time in default or delinquent on any bonds or which are interested in any litigation against the City. Should any surety on the contract be determined unsatisfactory at any time by the City, notice will be given to the Contractor to that effect and the Contractor shall immediately provide a new surety satisfactory to the City. 6. LIQUIDATED DAMAGES: The Contractor's attention is called to Part 1 - General Provisions, Item 8, Paragraph 8.6, Standard Specifications for Street and Storm Drain Construction of the City of Fort Worth, Texas, concerning liquidated damages for late completion of projects. 7. EMPLOYMENT AND NON-DISCRIMINATION: The Contractor shall not discriminate against any person(s) because of sex, race, religion, color or national origin and shall comply with the provisions of sections 13A-21 through 13A-29 of the Code of the City of Fort Worth (1986), as amended, prohibiting discrimination in employment practices. 8. WAGE RATES: All bidders will be required to comply with provision 5159a of "Vernon's 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. 9. FINANCIAL STATEMENT: A current certified financial statement may be required by the Department of Transportation and Public Works Director for use by the CITY OF FORT WORTH in determining 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. 10.INSURANCE: Within ten days of receipt of notice of awardro�contram- the Contractor must provide, along with executed contract dond. .. 2-3 appropriate bonds, proof of insurance for Workers' Compensation P` (statutory); Comprehensive General Liability ($1,000,000 per occurrence, $2,000,000 aggregate); and Automobile Insurance ($1,000,000 each accident on a combined single basis or $250,000 property PP damage/$500,000 bodily injury per person per occurrence. A commercial business policy shall provide coverage on "any auto", defined as autos owned, hired, and non-owned). Additional lines of coverage may be requested. If such a request is made after bid opening, Contractor shall be entitled to additional compensation equal to 110% of the additional premium cost. For worker's compensation insurance requirements, see Special Instructions to Bidders - Item 16. ADDITIONAL INSURANCE REQUIREMENTS: A. The City, its officers, employees and servants shall be endorsed as an additional insured on Contractor's insurance policies excepting employer's liability insurance coverage under Contractor's workers' compensation insurance policy. B. Certificates of insurance shall be delivered to the City of Fort Worth, contract administrator in the respective department as specified in the bid documents, 1000 Throckmorton Street, Fort Worth, TX 76102, prior to commencement of work on the contracted project. C. Any failure on part of the City to request required insurance documentation shall not constitute a waiver of the insurance requirements specified herein. D. Each insurance policy shall be endorsed to provide the City a minimum thirty days notice of cancellation, non-renewal, and/or material change in policy terms or coverage. A ten days notice shall be acceptable in the event of non-payment of premium. E. Insurers must be authorized to do business in the State of Texas and have a current A.M. Best rating of A: VII or equivalent measure of financial strength and solvency. F. Deductible limits, or self-funded retention limits, on each policy must not exceed $10,000.00 per occurrence unless otherwise approved by the City. G. Other than workers' compensation insurance, in lieu of traditional insurance, City may consider alternative coverage or risk treatment measures through insurance pools or risk retention City must approve in writing any alternative coverage. --JAI 1 � O Y H� TEN ° 2-4 H. Workers' compensation insurance policy(s) covering employees employed on the project shall be endorsed with a waiver of subrogation providing rights of recovery in favor of the City. I. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. J. Contractor's insurance policies shall each be endorsed to provide that such insurance is primary protection and any self-funded or commercial coverage maintained by City shall not be called upon to contribute to loss recovery. K. In the course of the project, Contractor shall report, in a timely manner, to City's officially designated contract administrator any known loss occurrence which could give rise to a liability claim or lawsuit or which could result in a property loss. L.. Contractor's liability shall not be limited to the specified amounts of WE insurance required herein. M. Upon the request of City, Contractor shall provide complete copies pa of all insurance policies required by these contract documents. 11.NON-RESIDENT BIDDERS: Pursuant to Texas Government Code, art. Am 2252.002, the City of Fort Worth will not award this contract to a non- resident bidder unless the non-resident'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 non-resident bidder to obtain a comparable contract in the state in which the non- resident's principal place of business is located. OW "Non-resident bidder" means a bidder whose principal place of business is not in this state, but excludes a Contractor whose ultimate parent Op company or majority owner has its principal place of business in this state. "Texas resident bidder" means a bidder whose principal place of business Ow 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 the project is funded in whole or in part with 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. Th a non-resident Contractor to do so will automatically disqualify t at bidden ,® 2-5 12. MINORITY/WOMEN BUSINESS ENTERPRISE: In accord with City of ° Fort Worth Ordinance No. 15530, 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. The bidder shall submit the SUBCONTRACTOR/SUPPLIER UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM, GOOD FAITH EFFORT FORM (with Documentation) and/or the JOINT VENTURE FORM as appropriate. The Documentation must be received by the managing department 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 PW comply shall render the bid non-responsive. Upon contract execution between the City of Fort Worth and the f successful bidder, now known as Contractor, a pre-construction meeting will be scheduled at which time the Contractor is required to submit either Letters of Intent or executed agreements with the M/WBE firms) to be utilized on this project. Such Letters of Intent or executed agreements shall include the following information: 1. Name of Contract 2. Name of M/WBE firm utilized 3. Scope of Work to be performed by the M/WBE firm 4. Monetary amount of work to be performed by the M/WBE firm 5. Signatures of all parties A notice to proceed will not be issued until the signed letter(s) or executed agreement(s) have been received. Throughout the duration of this project, the Contractor must meet the terms of the M/WBE Ordinance by complying with the following procedures: A M/WBE Participation Report Form must be submitted monthly until the contract is completed. The first report will be due 30 days after commencement of work. The monthly report MUST have an original signature to ensure accountability for audit purposes. Reports are to be submitted monthly to the M/WBE Office, regardless of whether or not the M/WBE firm has been utilized. If there was no FP activity by an M/WBE in a particular month, place a "0" or "no participation" in the spaces provided, and provide a brief ex at on • The Contractor shall provide the M/WBE Office proof of palymerlf t ,, 2-6 ps M/WBE subcontractors and suppliers only. The M/WBE Office will accept the following as proof of payment: 1. Copies of submitted invoices with front and back copies of canceled check(s), OR 2. A notarized letter explaining, in detail: a. Subcontractor/supplier Scope of Work b. Date when services were received from subcontractor/supplier ' c. Amounts paid to the subcontractor/supplier d. Original signatures from both parties must be included on this letter. • If the Contractor foresees a problem with submitting participation reports and/or proof of payment on a monthly basis, the M/WBE Office should be notified. • If the Contractor wishes to change or delete an M/WBE subcontractor or supplier, adhere to the following: 1. Immediately submit a Request for Approval of Change Form to the MMBE Office explaining the request for the change or deletion. 2. If the change affects the committed M/WBE participation goal, state clearly how and why in documentation. . a. All requests for changes must be reviewed and pre-approved by the M/WBE Office. b. If the Contractor makes change(s) prior to approval, the change will not be considered when performing a post compliance review on this project. �. Upon the Contractor's successful completion of this project, and within ten days after receipt of final payment from the City of Fort Worth, the Contractor will provide the M/WBE Office with a Final Summary Payment Report Form to reflect the total participation from ALL (MMBE and non-M/WBE's) subcontractors/suppliers utilized on the project. All forms are available at the M/WBE Office, 3rd floor - City Hall. For additional information regarding compliance to the MMBE Ordinance, call PM (817) 871-6104. Upon request, Contractor agrees to provide to Owner CdMr ete!--AFOV-tlz accurate information regarding actual work performed l 2-7 Minority/Women Business Enterprise (M/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 M/WBE. The 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 initiating action under appropriate federal, state or local laws or ordinances relating to false statements; further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result on the ffip Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three years. 13.AMBIGUITY: In case of ambiguity or lack of clearness in stating process in the proposal, the City reserves the right to adopt the most advantageous construction thereof or to reject the proposal. 14.PAYMENT, FINAL PAYMENT, PROJECT ACCEPTANCE AND WARRANTY: The Contractor will receive full payment (less 5% retainage) from the City for each pay period. Payment of the retainage will be made with the final payment upon acceptance of the project as being complete. The project shall be deemed complete and accepted by the City as of the date the final punch list has been completed, as evidenced by a written statement signed by the Contractor and the City. The warranty period shall begin as of the date that the final punch list has been completed. Bills Paid Affidavit and Consent of Surety shall be required prior to final payment becoming due and payable. In the event that the Bills Paid Affidavit and Consent of Surety have been delivered to the City and there is a dispute regarding (i) final quantities, or (ii) liquidated damages, City shall make a payment I the amount that City deems due and payable. In the event of a dispute regarding either final quantities or liquidated damages, the parties shall attempt to resolve the differences within 30 calendar days. 15.OZONE ALERT DAYS: The Contractor shall be required to observe the following guidelines relating to working on City construction sites on days designated as "OZONE ALERT DAYS". Typically, the Ozone Alert season within the Metroplex area runs from May through September, with 6:00 a.m. - 10:00 a.m. being critical ozone forming periods each day. The Texas Commission on Environmental Quality (TCEQ), in coordination with the National Weather Service, will issue the Ozone Alert by 3:00 p.m. on the afternoon prior to the alert day.. On designated Ozone Alert Days, the Contractor shall bear the responsibility of being awareth n t suUl M --- --; have been designated Ozone Alert Days and as such shall begin works until 10:00 a.m. whenever construction phasing requires subs an6al'UA01, 1-,. 14 2-8 motorized equipment. However, the Contractor may begin work earlier if such work minimizes the use of motorized equipment prior to 10:00 a.m. If the Contractor is unable to perform continuous work for a period of at least seven hours between the hours of 7:00 a.m. - 6:00 p.m., on a designated Ozone Alert Day, that day will be considered as a weather day and added onto the allowable weather days of a given month. 16.WORKERS' COMPENSATION INSURANCE COVERAGE: Contractors compliance with Workers' Compensation shall be as follows: A. Definitions: 'P Certificate of coverage ("certificate") - 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 workers' compensation insurance coverage for the person's or entity employees providing services on a project, for the duration of the project. Duration of the project - includes the time from the beginning of the work on the project until the Contractors/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 P the services the Contractor has undertaken to perform on the project, 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 other service 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 provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of the Contractor providing services on the project, for the d the project. . Ulf CUR 2-9 C. 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 City: 1) a certificate of coverage, prior to that person beginning work on the project, so the City 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 days after the PM 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, form and manner prescribed by the Texas Workers' 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: PM 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 4 ,011(44) for-. all of its employees providing services on the p o�ctrf�� le� duration of the project; -- - 2- 10 PF MW 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 showing extension 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 or entity with whom it contracts, and provide to the Contractor: a) a certificate of coverage, prior to the other person or entity 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 Oka the coverage period shown on the current certificate of coverage ends during the duration of the project; O 5) Retain all required certificates of coverage on file for the duration of the project and for one year thereafter. FL 6) Notify the governmental entity in writing by certified mail or personal delivery, within ten 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 paragraphs (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 workers' 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 IAI-11 -he filed with the appropriate insurance carrier or, in the caseIF r CATI, 2- 11 FT, 0-12TH, TEX. insured, with the commission's Division of Self-Insurance Regulation. Providing false or misleading information may subject the Contractor to administrative penalties, criminal penalties, civil penalties or other civil actions. K. The Contractor's failure to comply with any of these provisions is a breach of contract by the Contractor which entities the City to declare the contract void if the Contractor does not remedy the breach within ten days after receipt of notice of breach from the City. "The Contractor shall post a notice on each project site informing all persons providing services on the project that they are required to PM 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 Workers' Compensation Act or other Texas Workers' 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 WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee." "Call the Texas Workers' Compensation Commission at (512) 440- PIN 3789 to receive information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage." ow 17.AGE DISCRIMINATION: In accordance with the policy ("Policy") of the Executive Branch of the federal government, Contractor covenants that pa neither it nor any officers, members, agents or employees who engage in the performance of this contract shall, in connection with such employment, advancement or discharge of employees or in connection with the terms, conditions or privileges of their employment, discriminate against any person because of their age except on the basis of a berm fide occupational qualification, retirement plan or statutory reggirement.. 2- 12 Contractor further covenants that neither it nor its officers, members, agents or employees acting on their behalf, shall specify in solicitations or advertisements for employees to work on those 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 that it will fully comply with the Policy and will defend, indemnify and hold City harmless against any and all claims or allegations filed by third parties against City arising out of Contractor's alleged failure to comply with the Policy in the performance of this contract. 18.DISCRIMINATION 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 PM disability in the provision of services to the general public, nor in the availability, terms or conditions of employment for applicants for employment with, or current employees of, Contractor. Contractor warrants that it will fully comply with the ADA's provisions and any other applicable federal, state, or local laws concerning disability and will defend, indemnify and hold City harmless against any and all claims or PM allegations filed by third parties against City arising out of Contractor's alleged failure to comply with the ADA in the performance of this contract. PL WIN Ft wonfl, TEX, 2- 13 PROJECT SCOPE OF WORK Allen Ave/B.N.S.F. Railroad The primary objectives of work at this location are to repair and/or replace failed sections of slope pavement and sidewalk, fill voids under concrete surfaces, and replace a small section of approach. For additional details, see Appendix B and Appendix C. Carswell Access Rd/West Fork Trinity River The primary objectives of work at this location are to repair and seal the concrete bridge deck, repaint the steel superstructure and handrail, seal and paint bent caps, install a deck drainage collection system, patch spalled concrete surfaces, paint defaced concrete surfaces, install sidewalk ramps, paint guardrail, and related repairs. For additional details, see Appendix B and Appendix C. S. Main St/B.N.S.F. Railroad The objective of work at this location is to seal the concrete bridge deck (35,680 SF) with a penetrating epoxy sealant. For additional details, see Appendix B. MeanderingRd/West Fork Trinity River tY The objective of work at this location is to repair and seal the concrete bridge deck, install a deck drainage collection system, install sidewalk ramps, replace and paint guardrail, pressure grout wingwall, install sidewalk ramps, paint defaced concrete surfaces, and related repairs. For additional details, see Appendix B and Appendix C. White Settlement Rd/West Fork Trinity River The primary objectives of work at this location are to repair and seal the concrete bridge deck, repaint the steel superstructure, seal and paint bent caps, install a deck drainage collection system, replace missing sections of handrail, pressure grout bent cap, remove abandoned water line on EB bridge, replace and paint guardrail, install sidewalk ramps, and related repairs. For additional details, see Appendix B and Appendix C. 3- 1 CITY OF FORT WORTH HIGHWAY CONSTRUCTION PREVAILING WAGE RATES FOR 2000 ASPHALT RAKER $10.32 ASPHALT SHOVELER 9.75 BATCHING PLANT WEIGHER 9.65 CARPENTER(ROUGH) 13.64 CONCRETE FINISHER-PAVING 10.16 CONCRETE FINISHER HELPER(PAVING) 9.70 CONCRETE FINISHER-STRUCTURES 13.44 FLAGGER 7.00 FORM BUILDER-STRUCTURES 13.44 FORM SETTER-PAVING &CURB 10.25 FORM SETTER-STRUCTURES -9.75 LABORER-COMMON 7.64 LABORER-UTILITY 8.64 MECHANIC 13.25 SERVICER 10.13 PIPE LAYER 7.35 PIPE LAYER HELPER 6.75 ASPHALT DISTRIBUTOR OPERATOR 11.45 ASPHALT PAVING MACHINE OPERATOR 11.09 CONCRETE PAVING SAW 10.53 CRANE, CLAMSHELL, BACKHOE, DERRICK, DRAGLINE, SHOVEL(<1 %s CY) 10.00 r CRANE, CLAMSHELL, BACKHOE, DERRICK, DRAGLINE, SHOVEL (>1 '/.CY) 11.52 ti FRONT END LOADER(<2 Y.CY) 9.94 FRONT END LOADER(>2 %s CY) 9.32 MILLING MACHINE OPERATOR 8.00 MIXER 11.00 MOTOR GRADER OPERATOR(FINE GRADE) 12.31 MOTOR GRADER OPERATOR 13.75 I PAVEMENT MARKING MACHINE 11.00 ROLLER, STEEL WHEEL PLANT-MIX PAVEMENTS 9.88 ROLLER,STEEL WHEEL OTHER FLATWHEEL OR TAMPING 12.12 ROLLER, PNEUMATIC, SELF-PROPELLED SCRAPER 8.02 TRAVELING MIXER 10.00 REINFORCING STEEL SETTER-PAVING 9.75 TRUCK DRIVER-SINGLE AXLE LIGHT 8.00 TRUCK DRIVER-TANDEM AXLE SEMI TRAILER 10.22 TRUCK DRIVER-LOWBOY/FLOAT 10.54 TRUCK DRIVER-TRANSIT MIX 10.63 TRUCK DRIVER-WINCH 9.80 4- 1 PROPOSAL TO: Mr. Gary Jackson City Manager Fort Worth, Texas FOR: BRIDGE REPAIR AND REPAINTING AT VARIOUS LOCATIONS (2004-10) PROJECT No, GS93-020930260650 Pursuant to the forgoing " Notice to Bidders " , the undersigned has thoroughly examinedthe plans, specifications and the site, understands the amount of work to be done, and hereby proposes to do all the work and furnish all labor, equipment, and materials necessary to complete all the work as provided in the plans and specifications, and subject to the inspection and approval of the Department of Transportation and Public Work's Director of the City of Fort Worth. Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract and furnish Performance and Payment Bond approved by the City of Fort Worth for performing and completing said work within the time stated and for the following sums,to-wit: SPEC PAY APPROX DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID S.P. 1. 2 EA PROJECT DESIGNATION SIGNS 3 //4wked Dollars& $ 300.00$ 600-0v M9 Cents Per EA S.P. 2. 60 SF CONCRETE BRIDGE DECK REPAIR CLASS 1 (B).SHALLOW REPAIR ,�:d (/F•d,Q Dollars& S 8500g 5,j oo.00 /✓� Cents Per SF S.P. 3. 1,000 SF CONCRETE BRIDGE DECK REPAIR CLASS 11 (B). MID-DEPTH REPAIR Si XTr Avt T Dollars& S cS ov s (77,000.00 Ali Cents Per SF 5-1 S.P. 4. 20 SF CONCRETE BRIDGE DECK REPAIR CLASS 111 (B). FULL-DEPTH REPAIR 7Z1m,M1A1de,d Dollars& $ Zoo•va $ 14,0-00.00 Cents Per SF S.P. 5. 74,790 SF CRACK SEALING FOR CONCRETE BRIDGE DECKS O /✓e Dollars& $ /.Bs $1367,361.670 �• h�ly /�•i/P Cents Per SF S.P. 6. 1,516 LF REPLACE DECK&APPROCH SILICONE SEALS Dollars& $ y o o $ 33,3'S-2-00 Cents Per LF S.P. 7A. 160 LF INSTALL AND PAINT DECK DRAIN COLLECTION SYSTEM AT CARSWELL ACCESS RD/WFTR -H� LI/„e Dollars& $ 3 S•00$ <600-06' Cents Per LF S.P. 7B. 460 LF INSTALL DECK DRAIN COLLECTION SYSTEM AT MEANDERING RD/WFTR Dollars& $ '3S=od $ /L b Cents Per LF S.P. 7C. 780 LF INSTALL AND PAINT DECK DRAIN COLLECTION SYSTEM AT WHITE SETTLEMENT RD/WFTR Dollars& $ 3S•ao . 2.7, 300-0c' Cents Per LF S.P. 8A. 1 LS CLEAN,PRIME AND PAINT STEEL SUPERSTRUCTURE AT CARSWELL ACCESS RD/WFTR sov a±!TjY Al.n.n ih6vs 2 Dollars& $79ioa�o�$ 7G1 i vod.o O Ale) Cents Per LS 5-2 � .z.i� ,a Ea ^, S.P. 8B. 1 LS CLEAN,PRIME AND PAINT STEEL SUPERSTRUCTURE AT WHITE SETTLEMENT RD/WFTR �oda.�� fJx/C Dollars& $74'o� 'v$ 7l�oov•oJ ' il/ Cents Per LS S.P. 9A. 1 LS CLEAN SEAL AND PAINT TOPS OF BENTS AT CARSWELL ACCESS RD/WFTR 41'.b"'IDollars& Z,9Ag•0 0 lt/D Cents Per LS S.P. 9B. 1 LS CLEAN,SEAL AND PAINT TOPS OF BENTS AT WHITE SETTLEMENT RD/WFTR Farr/-tv'/rN,y Y4,,4 Dollars& $/'/.euoes ,4,1d Cents Per LS S.P. 10. 790 SF CLEAN AND PAINT CONCRETE SURFACES f rn Dollars& $ 2G $ 7y ( l7 Cents Per SF S.P. 11. 1 LS CLEAN,PRIME AND PAINT BRIDGE HANDRAIL AT CARSWELL ACCESS RD/WFTR /I 7�f Of+Alci Dollars& s d,dvij$ 6,0oa•00 /Vr Cents Per LF S.P. 12. 110 LF REPLACE BRIDGE HANDRAIL Dollars& $!po•oo $ y(, Cents Per LF S.P. 13. 11 EA REPLACE BRIDGE HANDRAIL SUPPORTS �lS' / � ✓l i/�'��'fj� vf{lars& $ ow. $ (fi N 9 Cents Per EA S.P. 14. 21 CY FLOWABLE FILL IN VOIDS �Z''� 7yq��/'t C� %wt..✓!�Fr✓� cellars& $ 22 00 $ 41]ZS 0 0 Cents Per LF 5-3 S.P. 15 10 EA ACCESS HOLES FOR F/LOWABLE FILL ���° r✓G�dIG�+ Dollars& $/00.00 $ oev. •J �U Cents Per LF qq gyp S.P. 16 34 SF REPAIR CONCRETE SURFACE SPALLING Dollars& $ • e s2 $ Cents Per LF S.P. 17 28 LF EPDXY INJECCTION OF CRACKS Dollars& $ 3S•of $ R Z Cif(/ Cents Per EA S.P. 18 703 LF REPLACE GUARDRAIL •��/1 s.4�c-�� '✓,r cr� Sitars& $Za1,oI $ Zd.3d 7 aJ Cents Per EA �. S.P. 19 18 EA REPLACE DEFICIENT GUARDRAIL POST S: %V O it/tie Dollars& $ t $ is r,Ikvj Cents Per EA S.P. 20 1,185 LF PRIME AND PAINT GUARDRAIL 00 / ?✓ ( Dollars& $ $ fr,`r)t Cents Per LF S.P. 21 1 LS REMOVE ABANDONED WATER LINE AT WHITE SETTLEMENT RD/WFTR ��/c✓(1� fvtl �,A Dollars& $24t,a doN$ 24 dV�•cp AAP Cents Per LS S.P. 22 2,100 LF CLEAN AND FILL CRACKS AND CONSTRUCTION JOINTS Dollars& $ 8.0 J $ JG, �Od• 00 /yv Cents Per LF S.P. 23 953 SF REMOVE AND REPLACE SIDEWALK �/-Ls r TV Dollars& $ 30.`z)$ Cents Per SF 1 5-4 S.P. 24 250 SF REMOVE AND REPLACE CONCRETE PAVEMENT Dollars& $ T d $ AA Cents Per LF S.P. 25 7 EA REPLACE SEARING COTTER PINS Dollars& $1`�'•au $ j o�• 8 0 /v v Cents Per EA S.P. 26 1 LS TRAFFIC CONTROL —41 �f- Al v�lYlr/� Dollars& $/d"04" ">$ Cents Per LF b3i, "►. This contract is issued by an organization which qualifies for exemption pursuant to the provisions of Artical 20.04 (F) of the Texas Limmited Sales, Excise and Use Tax Act. Taxes All equipment and materials not consumed by or incorporated into the project construction are subject to State sales 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 Coad Sections 13-A-21 through 13-A-29)prohibiting discrimination in employement practices. The undersigned agrees to complete all work covered by these contract documents within One hundred twenty ( 120) 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 Bid Bond in the sum of Five Percent ( 5% ) of the Total Amount Bid is to be forfeited in the event the contract and bond are not excuted within the time set forth, as liquidated damages for delay and additional work caused thereby. ( I/We ) acknowledge receipt of the following addenda to the plans and specifications, all of the provisions and requirements of which have been taken into consideration in preparation of the foregoing bid. Addendum No. I ( Initials) Addendum No. 3 (Initials) Addendum No. 2 ( Initials) Addendum No. 4(Initials) Respectfully submitted: ContractorCar By1,fv1,V*s- rb Address Pu frrk S2 FZ Telephone Av a- 6 St7-b g t 6 SEAL IIate_ �p�:�34- oC L �rf'Jv `V CRI��```1' VENDOR COMPLIANCE TO STATE LAW The 1985 Session of the Texas Legislature passed House Bill 620 relative to the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-State contractors whose corporate offices or principal place of business are outside of the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State in which the nonresident's principal place of business is located. The appropriate blanks in 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 4Xl&5 SVx14 (give State), our principal place of business, are required to be-Sor R71-,ocA?VJ percent lower than resident bidders by State law. A copy of the Statute is attached. Nonresident vendors in (give State), our principal place of business, are not required to underbid resident bidders. B. Our principal lace of business or corporate offices are in the State of Texas. P P P P ❑ BIDDER: • �ylljta�/,�'•vl�. F.✓• � r"X (Please print) 0 X x'23 7 Signature: 54We // A.4 ZlH 6 9 Title: C- if.U. City State Zip (Please print) THIS FORM MUST BE RETURNED WITH YOUR QUOTATION 'f IYI' ' v• ii YY' 6- 1 1 )WORT WORTH City of Fort Worth Minority and Women Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS ' APPLICATION OF POLICY If the total dollar value of the contract is$25,000 or more,the M/WBE goal is applicable. If the total dollar value of the contract is less than$25,000,the M/WBE goal is notapplicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority and Women Business Enterprises (M/WBE) in the procurement of all goods and services to the City on a contractual basis. All requirements and regulations stated in the City's current Minority and Women Business Enterprise Ordinance apply to this bid. M/WBE PROJECT GOALS The City's MBE/WBE goal on this project is��2e of the base bid value of the contract. COMPLIANCE TO BID SPECIFICATIONS On City contracts of$25,000 or more, bidders are required to comply with the intent of the Citys M/WBE Ordinance by either of the following: 1. Meet or exceed the above stated M/WBE goal,or 2. Good Faith Effort documentation,or; 3. Waiver documentation, or; 4. Joint Venture. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. 1. Subcontractor Utilization Form, if goal is received by 5:00 p.m., five (5) City business days after the bid met or exceeded: opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form, if participation is less than opening date,exclusive of the bid opening date. statedgoal: 3. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) Citybusiness days after the bid Utilization Form, if no M/WBE participation: opening date,exclusive of the bid opening date. 4. Prime Contractor Waiver Form, if you will received by 5:00 p.m., five (5) City business days after the bid perform all subcontracting/supplier work: opening date, exclusive of the bid opening date. 5. Joint Venture Form, if utilize a joint venture received by 5:00 p.m., five (5) City business days after the bid to met or exceed goal. opening date,exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S M/WBE ORDINANCE,WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS Any questions, please contact the M/WBE Office at(817)871-6104. Rev.5/30/03 i ATTACHMENT 1A Page 1 of 4 FORT WORTH City of Fort Worth Subcontractors/Suppliers Utilization Form PRIME COMPANY NAME: Check applicable block to describe prime MNV/DBE NON-M/W/DBE PROJECT NAME: I�r:� IQc�ii/t # Ir�/�1s'NTr (•��/1�/'4�.lS lv�rtT'0�1t- BID DATE '+ City's M/WBE Project Goal: Prime's MNVBE Project Utilization: PROJECT NUMBER Z Bio Bio 02 02-3 v2 ©c a Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested 'documentation, and received by the Managing Department on or before 5.00 p.m. five (5) City business days after bid opening, exclusive of f bid opening date, will result in the bid being considered non-responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the MAMBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non-responsive to bid specifications M/WBEs listed toward meeting the project goal must be located in the nine (9) county marketplace or currently doing business in the marketplace at the time of bid. Marketplace is the geographic area of Tarrant, Parker, Johnson, Collin, Dallas, Denton, Ellis, Kaufman and Rockwall counties. Identify each Tier level. Tier Js the level of subcontracting below the prime contractor, i.e„ a direct payment from the prime contractor to a subcontractor is considered 1St tier, a payment by a subcontractor to its supplier is considered 2"d tier ALL M/WBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located or doing business at the time of bid opening within the Marketplace, that have been determined to be bonafide minority or women businesses by the North Central Texas Regional Certification Agency (NCTRCA), or the Texas Department of Transportation (TX DOT), highway division. Disadvantaged Business Enterprise(DBE)is synonymous with Minority/Women Business Enterprise(M/WBE). If hauling services are utilized, the prime will be given credit as long as the M/WBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The M/WBE may lease trucks from another M/WBE firm, including M/WBE owner-operators, and receive full M/WBE credit. The MIWBE may lease trucks from non-M/WBEs, including owner-operators, but will only receive credit for the fees and commissions earned by the MNVBE as outlined in the lease agreement. Rev.5/30/03 ATTACHMENT 1A FORT WORTH Page 2 of 4 Primes are required to identify ALL subcontractors/suppliers,regardless of status;i.e.,Minority,Women and non-MIWBEs. Please list MANBE firms first,use additional sheets if necessary. Certification N (check one) SUBCONTRACTOR/SUPPLIERn Company Name I N T Detail Detail Address e M w C X M Subcontracting Work Supplies Purchased Dollar Amount T D W Telephone/Fax r B B R O B E E C T E A X 32 3 Cro wn✓ tZ 1%0/-S /"/, Oda,ra Dl i /li+.r%y -75--Z21) X T c sq w s G, a Va. CNO 4M AS eotiS�' T spw TeV 76&5-7 A/-7-u4-7-0252 T S.1 /14,y r�•�� i�i�x�2u�-�r /60' quo, 0.9 -720 -4V tV'-.rr?--f--c-.." fi- "'I�LT�X.•ws 7?r711y/ Gv�f�.c IPariS cj7Z --ZZs" 16La Asn 1, �t! Gold%Ngti%r• / •d�1 1tA VJ.oAr r 2 R,p1,-{4- As r � 3- 32`- 7T4z 3%,wrw 1 Rev.5/30/03 P� I ATTACHMENT 1A FORT WORTH Page 3 of 4 Primes are required to identify ALL subcontractors/suppliers,regardless of status;i.e., Minority,Women and non-M/WBEs. Please list M/WBE firms first,use additional sheets if necessary. Certification (check one) SUBCONTRACTOR/SUPPLIER T r Company Name i N T Detail Detail Address e M W C X ! Subcontracting Work Supplies Purchased Dollar Amount Telephone/Fax r B B T D 'k E E R O f C T I A I, s I� Rev.5/30/03 aw ATTACHMENT 1A FORT WORTH Page 4 of 4 notal Dollar Amount of M/WBE Subcontractors/Suppliers $ /v Ao'r O9 o a Zotal Dollar Amount of Non-M/WBE Subcontractors/Suppliers $ OiOJO . OJ ,DOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORSISUPPLIERS $ / 2—, U yO . OU ,Zhe Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval f the Minority and Women Business Enterprise Office Manager or designee through the submittal of a Hequest for Approval of Change/Addition. Any unjustified change or deletion shall be a material breach of ,&,ontract and may result in debarment in accord with the procedures outlined in the ordinance. The contractor hall submit a detailed explanation of how the requested change/addition or deletion will affect the committed .IM/BE goal. If the detail explanation is not submitted, it will affect the final compliance determination. am 3y affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including ''M/DBE(s) arrangements submitted with the bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The bidder agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable rgubcontractors/suppliers/contractors participating on the contract that will substantiate the actual work F performed by the MMI/DBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment w#rom City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and create a material breach of contract may result in a determination of an irresponsible Offeror and barred from participating in amity work for a period of time not less than one (1)year. horized ignature Printed Signature 5' m 0 Too- Contact Namerntle(if different) &Qk A,/ Cott p 8'910- 64(3-Of 16 12,Ys- Com ny Name Telephone and/or Fax r. 'l0 J !G Z 3 7 ::5 l� �A./ Gorr .4 6/ . ed-*-7 Address EmallAddress 5JJ �� // 1. �2. 71LA A e (""City/statefzip Date Rev.5/30/03 CITY OF FORT WORTH, TEXAS DEPARTMENT OF TRANSPORTATION & PUBLIC WORKS SPECIAL PROVISIONS FOR: BRIDGE REPAIR AND REPAINTING AT VARIOUS LOCATIONS (2004-10) PROJECT NO. GS93-020930260650 1. SCOPE OF WORK: The primary objective of this project is to repair and seal bridge decks at S. Main St/B.N.S.F. Railroad, White Settlement Rd/West Fork Trinity River, Carswell Access Rd/West Fork Trinity River, and Meandering Rd/West Fork Trinity River; to install deck drainage collection systems at White Settlement Rd/West Fork Trinity River, Carswell Access Rd/West Fork Trinity River, and Meandering Rd/West Fork Trinity River; to paint steel superstructure and bent caps at White Settlement Rd and Carswell Access Rd bridges; slope pavement and sidewalk repair at Allen Ave over B.N.S.F. Railroad; and related repairs at all locations including replacing/painting guardrail, replacing/painting bridge handrail, replacing small sections of sidewalk, and placement of flowable fill material in voids. 2. AWARD OF CONTRACT: Contract may not necessarily be awarded to the lowest bidder. The City Engineer shall evaluate and recommend to the City Council the bid and bid alternate which are considered to be in the best interest of the City. Contract will be awarded to the lowest responsive bidder. 3. WORKING DAYS: The Contractor agrees to complete the Contract within the allotted number of working days. 4. WORK ORDER DELAY: All utilities and right-of-way are 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 for any delay in issuing the work order for this contract. 5. INCREASE OR DECREASE IN QUANTITIES: The quantities shown in the proposal are approximate. It is the Contractor's sole responsibility to verify all the minor pay item quantities prior to submitting a bid. At the sole discretion of the City, the City reserves the right to add, delete, or substitute locations in this contract. 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. 8- 1 When the quantity of the work to be done or materials to be furnished under any major pay item of the contract is less than 75% of the quantity stated in the contract, whether stated by Owner or by Contractor, then either party to the contract, upon demand, shall be entitled to negotiate for revised consideration on the portion of work below 75% of the quantity stated in the contract. This paragraph shall not apply in the event Owner deletes a pay item in its entirety from this contract. A major pay item is defined as any individual bid item included in the proposal that has a total cost equal to or greater than 5 percent of the original contract. A minor pay item is defined as any individual bid item included in the proposal that has a total cost less than 5 percent of the original contract. In the event Owner and Contractor are unable to agree on a negotiated price, Owner and Contractor agree that the consideration will be the actual field cost of the work plus 15% as described herein below, agreed upon in writing by the Contractor and Department of Transportation and Public Works and approved by the City Council after said work is completed, subject to all other conditions of the 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 t 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 Assistant Director of the Department of Transportation and Public Works or his representative will direct the form in which the accounts of actual field cost will be kept and will recommend in writing the method of doing the work and the type and kind of equipment to be used but such work will be performed by the Contractor as an independent Contractor and not as an agent or employee of the City. The 15% of the actual field cost to be paid to the Contractor shall cover and compensate him for profit, overhead, general supervision and field office expense, and all other elements of cost and expense not embraced with the actual field cost as herein specified. Upon request, the Contractor shall provide the Assistant Director of Transportation and Public Works or his representative access to all accounts, bills and vouchers relating thereto. 6. RIGHT TO ABANDON: The City reserves the right to abandon, without obligation to the Contractor, any part of the project or the entire project at any time before the Contractor begins any construction work authorized by the City. 7. CONSTRUCTION SPECIFICATIONS: This contract and project are governed by the two following published specifications, except as modified by these Special Provisions: 8-2 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 Transportation and Public Works, 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth, Texas 76102. The specifications applicable to each pay item are indicated in the call-out for the pay item by the 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 separate, detach or remove any portion, segment or sheets from the contract documents at any time. Failure to bid or fully execute contract without retaining contract documents intact may be grounds for designating bids as "nonresponsive" and rejecting bids or voiding contract as appropriate and as determined by the Assistant Director of the Department of Transportation and Public Works. 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 two (2) years from date of final acceptance of this project by the City Council of the City of Fort Worth and will be required to replace at his expense any part or all of the project which becomes defective due to these causes. • 10.TRAFFIC CONTROL: The Contractor shall be responsible for providing traffic control during the construction of this project consistent with the provisions set forth in the "1980 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. This traffic control plan shall be submitted for review and approval to Mr. Charles R. Burkett, City Traffic Engineer, Department of Transportation & Public Works, at least 10 working days prior to the pre-construction conference. Although work will not begin until the traffic control plan has been reviewed and approved, the Contractor's time will begin in accordance with the time frame established in the Notice to Contractor. The Contractor will not remove any regulatory sign, instructional sign, street name sign or other sign that has been erected by the City. The Contractor 8-3 shall not install any sign on a city post, pole, or structure without first obtaining permission from the Engineer. If it is determined that a sign must be removed to permit required construction, the Contractor shall contact the Transportation and Public Works Department, Signs and Markings Division (phone number 871-8107), 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. 11.PAYMENT: The Contractor will receive monthly payment (minus 5% retainage) from the City for all work generated within a pay period. Payment of the remaining amount shall be made with final payment and upon acceptance of the project. 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 material, if any, which is to be furnished by the City. When such extra compensation is claimed a written statement thereof shall be presented by the Contractor to the Engineer and if by him found correct shall be approved and referred by him to the Council for final approval or disapproval; and the action thereon by the Council shall be final and binding. If delay is caused by specific orders given by the Engineers to stop work or by the performance of extra work or by the failure of the City to provide material or necessary` instructions for carrying on the work, then such delay will entitle the Contractor to an equivalent extension of time, his application for which shall, however, be subject to the approval of the City Council; and no such extension of time shall release the Contractor or the surety on his performance bond from 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. M 8-4 Construction signing and barricades shall conform with "1980 Texas Manual on Uniform Traffic Control Devices, Vol. No. 1." 14.DISPOSAL OF SPOIL/FILL MATERIAL: Prior to the disposing of any spoil/fill material, the Contractor shall advise the Director of the Department of Engineering acting as the City of Fort Worth's Flood Plain Administrator ("Administrator"), of the location of all sites where the Contractor intends to dispose of such material. Contractor shall not dispose of such material until the proposed sites have been determined by the Administrator to meet the requirements of the Flood Plain Ordinance of the City of Fort Worth (Ordinance No. 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 Contractor's disposal sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain Fill Permit authorizing fill within the flood plain. Any expenses associated with obtaining the fill permit, including any necessary engineering studies, shall be at the Contractor's expense. In the event that the Contractor disposes of spoil/fill materials at a site without a fill permit or a letter from the administrator approving the disposal site, upon notification by the Director of Engineering, Contractor shall remove the spoil/fill material at its expense and dispose of such materials in accordance with the Ordinance of the City and this section. No temporary storage of material, rubble, equipment or vehicles within Parkway is allowed. Damage to sodded/landscaped areas would be replaced at Contractor's expense to the satisfaction of City Engineer. 15.CONSTRUCTION SCHEDULE: It shall be the responsibility of the Contractor to furnish the Construction Engineer prior to construction a schedule outlining anticipated time each phase of construction will begin and be completed, including clean up time. 16.ZONING REQUIREMENTS: 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. 17.QUALITY 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 Contractor shall provide manufacturer's certifications for all manufactured items to be used in the project and will bear any expense related thereto. 8-5 (b) Tests of the design concrete mix shall be made by the Contractor's laboratory at least nine days prior to the placing of concrete using the same aggregate, cement and mortar which are to be used later in the concrete. The Contractor shall provide a certified copy of the test results to the City. (c) .Quality control testing of in-situ material on this project will be performed by the City at its own expense. Any retesting required as a result of failure of the material to meet project specifications will be at the expense of the Contractor and will be billed at commercial rates as determined by the City. The failure of the City to make any tests of materials shall in no way relieve the Contractor of its responsibility to furnish materials and equipment conforming to the requirements of the contract. (d) Not less than 24 hours notice shall be provided to the City by the Contractor for operations requiring testing. The Contractor shall provide access and trench safety system (if required) for the site to be tested and any work effort involved is deemed to be included in the unit price for the item being tested. (e) The Contractor shall provide a copy of the trip ticket for each load of fill material delivered to the job site. The ticket shall specify the name of the pit supplying the fill material. 18.PROPERTY ACCESS: Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer. 19.SAFETY RESTRICTIONS -WORK NEAR HIGH VOLTAGE LINES: The following procedures will be followed regarding the subject item on this contract: (a) A warning sign not less than five inches by seven inches, painted yellow with black letters that are legible at twelve feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus. The warning sign shall read as follows: 'WARNING—UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES." Ir (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. Ir (c) When necessary to work within six feet of high voltage electric lines, notification shall be given the power company (TU Electric Service Company) which will erect temporary mechanical barriers, de-energize the 8-s line or raise or lower the line. The work done by the power company shall not be at the expense of the City of Fort Worth. The notifying department shall maintain an accurate log of all such calls to TU Electric Service Company and shall record action taken in each case. (d) The Contractor is required to make arrangements with the TU Electric , Service Company for the temporary relocation or raising of high voltage lines at the Contractor's sole cost and expense. (e) No person shall work within six feet of a high voltage line without protection having been taken as outlined in Paragraph (c). 20.RIGHT TO AUDIT: (a) Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this contract have access to and the right to examine 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 i adequate and appropriate workspace in order to conduct audits in compliance with the provisions of this section. The City shall give Contractor reasonable advance notice of intended audits. (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 final payment under the subcontract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of such subcontractor involving transactions to the subcontract and further, that City shall have access during normal working hours to all subcontractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this article together with subsection (c) hereof. City shall give subcontractor reasonable advance notice of intended audits. (c) Contractor and subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of copies as follows: IP 50 copies and $0.10 per page. under More than 50 $0.85 for first page plus $0.15 copies for each page thereafter. �'" 8-7 (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 further, that City shall have access during normal working hours to all appropriate work space, in order to conduct audits in compliance with the provisions of this article. City shall give subcontractor reasonable advance notice of intended audits." 21.SITE RESTORATION AND DAMAGE_ TO PRIVATE PROPERTY: The Contractor shall be responsible for restoring the site to original or better conditions after completion of his operations subject to approval of the Owner. Replacement shall be in kind or better. At the Contractor's discretion, digital photos may be taken of existing conditions for documentation. The burden of proof as to pre-project site conditions is the sole responsibility of the Contractor. The Contractor shall immediately repair or replace any damage to private property, including but not limited to fences, walls, pavement, and water and sewer services, at no cost to the Owner. All costs for site restoration, repair or replacement to private property and documentation shall be considered subsidiary to the project contract price and no additional payment will be allowed. 22.EXISTING UTILITIES: (a) The Contractor shall be responsible for verifying the locations of and protecting all existing utilities, service lines, or other property crossed or exposed by his operations. Contractor shall make all necessary provisions for the support, protection, relocation, and/or temporary relocation of all utility poles, gas lines, telephone cables, utility services, water mains, sanitary sewer lines, electrical cables, drainage pipes, and any other utilities and structures both above and below ground during operations. The Contractor is liable for all damages done to such existing facilities as a result of his operations and any and all costs incurred for the protection and/or temporary relocation of such facilities shall be subsidiary to the contract amount. NO ADDITIONAL COMPENSATION WILL BE ALLOWED. (b) Where existing utilities or service lines are cut, broken or damaged, the Contractor shall replace or repair the utilities or service lines with the same type of original material and construction or better unless otherwise shown or noted on the plans, at his own cost and expense. The Contractor shall immediately notify the Owner of the damaged utility or service line. He shall cooperate with the Owners of all utilities to locate existing underground facilities and notify the Owner at once of any conflicts in grades and alignments. s-s (c) In case it is necessary to change or move the property of any Owner of a public utility, such property shall not be moved or interfered with until ordered to do so by the Owner. The right is reserved by the Owner of public utilities to enter upon the limits of the project for the purpose of making such changes or repairs of their property that may be made necessary by performance of this contract. 22.SAFETY STANDARDS AND ACCIDENT PREVENTION: With respect to all work to be performed under this Contract, the Contractor shall: (a) Comply with the safety standards provisions of applicable laws, building and construction codes and the Manual of Accident Prevention in Construction published by the Associated General Contractors of America, the requirements of the Occupational Safety and Health Act of 1970 (Public Law 91-596 and subsequent amendments), and the requirements of Title 29 of the Code of Federal Regulations, Section 1910 or 1926 as applicable. (b) Exercise every precaution at all times for the prevention of accidents and the protection of persons (including employees) and property. (c) The attention of the Contractor is directed to the Requirements (including permitting and recording) of the Confined Space Entry Regulations that are under OSHA. 23.CONFINED SPACE ENTRY PROGRAM: The Contractor shall produce a written document explaining the confined space entry program to be implemented on this program. At a minimum, the submitted program shall be in compliance with all applicable OSHA requirements regulating confined space entry. CONSTRUCTION NON-PAY ITEM No. 1 - SPRINKLING FOR DUST CONTROL: All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall apply. However, no direct payment will be made for this item and it shall be considered incidental to this contract. NON-PAY ITEM No. 2 — 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 8-9 If the Engineer does not feel that the jobsite has been kept in an orderly condition, 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 for this project as soon as the paving and curb and gutter has been constructed. No more than seven days shall elapse after completion of construction before the roadway and right-of-way is cleaned up to the satisfaction of the Engineer. NON-PAY ITEM No. 3 — 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 clean up, and allow the Contractor to complete the work in the allotted time. Contractor will not move on to the jobsite nor will work begin until said schedule has been received and approval secured from the Engineer. However, contract time will start even if the project schedule has not been turned in. Contract start date will be outlined in the Work Order Notice. Project schedule will be updated and resubmitted at the end of every estimating period. All costs involved with producing and maintaining the project schedule shall be considered subsidiary to this contract. NON-PAY ITEM No. 4 — CLEARING AND GRUBBING: All objectionable items within the limits of this project and not otherwise provided for shall be removed under this item in accordance with Standard Specification Item 102, "Clearing and Grubbing." However, no direct payment will be made for this item and it shall be considered incidental to this contract. NON-PAY ITEM No. 5 —WINGWALL EROSION REPAIR: All areas around wingwalls and parapet walls shall be filled as needed with an earthen material, seeded, and graded to direct runoff away from the structure. No direct payment will be made for this item and it shall be considered incidental to this contract. i PAY ITEM No. 1 - 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. 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 W 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 construction. 8- 10 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. I 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 NOS. 2,3, AND 4 - CONCRETE BRIDGE DECK REPAIR: 2.1 DESCRIPTION This Item shall govern for the repair of deteriorated and/or damaged areas of concrete bridge decks as herein specified and as directed by the Engineer. Bridge deck repairs are divided into three main classes of repair: Class I for shallow repairs where the damage does not extend to the top mat of reinforcing steel; Class II for mid-depth repair where damage extends to, or slightly below, the top mat of reinforcing steel; and Class III for full depth repair. These classes are further divided into three subclasses depending upon the desired time until return of service (opening to traffic): (A) for rapid return to service within two hours after placing repair materials; (B) for prompt return to service within 24 hours of placement of repair materials; and (C) for postponed return to service of seven days or more after placement of repair materials. For example: A shallow repair requiring an immediate return to service is classified as a Class I (A) repair while a full depth repair where opening to traffic can be delayed is classified as a Class III (C) repair. 2.2 MATERIALS All materials shall conform to the pertinent requirements of the following TOOT items, except as noted herein: Item 420, "Concrete Structures" Item 421, `Portland Cement Concrete" Item 440, "Reinforcing Steel' Special Specification, "Epoxy and Adhesives" 2.2.1 Cementing Materials. Proprietary repair materials are acceptable for use if approved by the Engineer. Information to be included for review shall include all manufacturer's recommendations and material application instructions. At the Engineer's discretion, trial batches for proprietary repair materials may be required to verify that the compressive strengths specified herein are obtained. 8- 11 Proprietary repair materials shall be certified by the manufacturer to be free of soluble chlorides or other ingredients that may potentially cause corrosion of embedded reinforcing steel. All repair materials shall have the following minimum compressive strengths depending on the subclass of the repair (return to service time): Subclass (A): 2000 psi at two hours Subclass (B): 3600 psi at 24 hours Subclass (C): 4000 psi at seven days The 28-day strength for all subclasses shall be 4000 psi Trial batches of Portland cement concrete furnished under TOOT Item 421, "Portland Cement Concrete", may be required to verify that the compressive strengths specified above are achieved within the given time period. Concrete repair materials shall be air-entrained per Article 421.8, "Classification and Mix Design" of TOOT specifications. For Class I repairs with concrete, the slump shall not exceed one (1) inch and the maximum water-cement ratio shall not exceed 0.35. For Class II repairs with concrete, the slump shall not exceed three (3) inches and the maximum water-cement ration shall not exceed 0.45. Repair materials for Class III repairs shall conform to the requirements for Class "S" concrete in TxDOT's Item 421, "Portland Cement Concrete". Admixtures for concrete shall conform to TOOT Item 437, "Concrete Admixtures". 2.2.2 Coarse Aggregate. Coarse aggregate shall be a crushed or broken aggregate conforming to Section 439.2.(1)(b), "Coarse Aggregate" of TxDOT's specification. For proprietary repair materials, the coarse aggregate shall be in conformance with the manufacturer's recommendations. The maximum aggregate size for a Class I (shallow) repair shall not be greater than Grade 6 or half the average repair depth and for a Class II repair shall be Grade 5 or 6 in accordance with Article 421.2, "Materials" of TxDOT's specification. Coarse aggregate for a Class III (full depth) repair shall conform to the requirements for Class "S" concrete in Article 421.9., "Quality of Concrete" of TxDOT's specification. For Class I repairs the coarse aggregate shall not have an absorption exceeding three (3) percent when tested in accordance with Test Method Tex-403-A. 2.3EQUIPMENT 8- 12 All equipment shall be provided by the Contractor, subject to the approval of the Engineer and shall comply with the following: 2.3.1 Concrete Removal Equipment. Scarifying equipment shall conform to the pertinent requirements of TxDOT Item 483, "Scarifying Concrete Bridge Slab". Sandblasting equipment shall be capable of removing oil, dirt, slurry, curing compound, laitance, etc., from the surface of the concrete. Equipment for wet sandblasting shall be in accordance with TxDOT Item 485, 'Wet Sandblasting". Sawing equipment shall be capable of sawing concrete to the specified depth. Power-driven chipping tools not heavier than the nominal 15-pound class will be permitted for the removal of concrete. Chipping hammers not heavier than the nominal 15-pound class shall be used to remove concrete beneath any reinforcing bars or along edges of repair area. 2.3.2 Proportioning and Mixing Equipment. Mixing equipment for concrete shall be as specified in TOOT Item 421, "Portland Cement Concrete". For small areas the Contractor may mix the concrete in a small motor-driven mixer using the volume method of measuring the ingredients. The method used to measure ingredients and the mixing procedure shall be approved by the Engineer. Mixing equipment for proprietary materials shall be in accordance with the manufacturer's recommendations. 2.3.3 Placing and Finishing Equipment. Sufficient and appropriate hand tools for placing and finishing stiff plastic concrete or proprietary repair material and for working them to correct level for strike-off shall be provided. Immersion type vibrators are required for Class II and III repairs for consolidation of a concrete repair material. Vibrator compactors are required for consolidation of Class I repairs. A surface vibrator moving ahead of the finishing machine or a vibrating screed, approved by the Engineer, may be required for consolidation for larger repair areas. Manual type screeds with approved vibrators may be used to finish small or irregular areas. 2ACONSTRUCTION METHODS All areas to be repaired will be marked by the Engineer. Determination as to the class of repair will be made after the final concrete removal has been completed. The entire perimeter of the area to be repaired shall be saw-cut on the top surface to a depth of approximately one (1) 8- 13 inch. This saw-cutting depth may be lessened as directed by the Engineer in areas where insufficient cover is suspected so that the reinforcing steel will not be cut. For Class III repairs, the bottom surface of the deck shall be chipped around the entire perimeter of the patch area using lightweight chipping hammers to provide as near a vertical surface as possible. Feather edges around this perimeter will not be permitted. The minimum depth of repair for a Class I repair is % inch. 2.4.1 Concrete Removal. All loose, delaminated, spalled or fractured concrete shall be removed to sound material. A jack hammer not heavier than a nominal 15 pound class may be used for removal of loose or deteriorated concrete to a depth down to the existing top reinforcing steel. This class of jack hammer may also be used for concrete removal between existing reinforcing bars to a greater depth, but chipping hammers, not heavier than a nominal 15 pound class, shall be used for removal of concrete beneath any reinforcing bars. Care shall be taken to prevent cutting, stretching or damage to exposed reinforcing steel by direct impact of these power tools. All jack hammers and chipping hammers shall be operated at an angle of 45 degrees or less, measured from the surface of the slab and directed away from the edge of the repair perimeter. Disposal of removed material is the responsibility of the Contractor. When bond between existing concrete and reinforcing steel that will remain in place has been destroyed, the concrete adjacent to and below the bar shall be removed to a minimum one (1) inch below the bar to permit new concrete to bond to the entire periphery of the exposed bar. Any reinforcing steel damaged, cut or broken by the Contractor's operations or with section loss due to corrosion greater than 25 percent, shall be restored with new bars of the same size by lapping or welding as directed by the Engineer. Once the bulk concrete removal has been completed, the perimeter of the area to be patched will be sounded by the Engineer to insure that the removal operation did not cause additional damage to the existing deck. Any additional damage detected during this sounding shall be repaired as specified herein at no additional cost to the Department. 2.4.2 Surface Preparation. Prior to placing repair materials, all exposed reinforcing steel and newly exposed concrete surfaces shall be cleaned by wet or dry sandblasting. The surface shall then be cleaned by water blasting. For a concrete repair material, the prepared surface shall be moist and in an approximately saturated surface dry condition before placing the repair material but should not have any standing water. Surface 8- 14 conditions for proprietary materials shall be in accordance with the manufacturer's recommendations. Bonding grout or epoxy is not required for Class III repairs. Class I and II repairs will require the use of a bonding agent. The bonding agent may be a Portland cement or latex modified Portland cement grout, or an epoxy system. Immediately before placing the repair material, a thin uniform coating of bonding agent shall be scrubbed into the prepared surface. Care shall be exercised to insure that all surfaces, including vertical faces, receive a thorough, even coating and that no excess bonding agent is permitted to collect in pockets. The bonding agent shall be applied so that it does not become dry prior to application of the repair material. The manufacturer's recommendations for bonding agents shall be followed for proprietary materials. Form work for Class III repairs shall comply with the provision of Article 420.9., "Forms" TxDOT specification and the method of attachment shall be approved by the Engineer. 2.4.3 Placing and Finishing Repair Materials. Unless approved by the Engineer, concrete or proprietary repair materials shall not be placed when the air temperature (taken in the shade away from artificial heat) is below 50 F. The temperature of the concrete when placed shall be between 50 F and 85 F. The replacement material shall be placed and struck off slightly above final grade. It shall then be mechanically consolidated and screeded to final grade. All concrete for Class 11 and III repairs shall be vibrated to insure complete consolidation into corners and angles of the edges. Hand finishing with a float may be required in order to produce a tight, uniform surface. The Engineer will specify the type of surface finish in accordance with Article 20.19, "Finish of Roadway Slabs". 2.4.4 Curing. Repairs made using concrete shall receive a wet burlap cure as soon as possible after the concrete has been textured. Failure to apply the wet burlap before the repaired area has dried out or cracked shall be cause for rejection of the repair so affected. The wet burlap shall be wet continuously until the repaired area is opened to traffic, but not longer than eight (8) days. The surface temperature of the repair shall be maintained above 40 F for the required curing period. Formwork for Class III repairs shall remain in place for the specified curing period. Curing of proprietary repair materials shall be in accordance with the manufacturer's recommendations. Rejected repair areas shall be removed and replaced at no additional cost to the Department. Any cracks visible in the repair area or around the perimeter of the repair area shall be sealed no sooner than 24 8- 15 hours after the required curing has been completed. The material used to seal these cracks may be a proprietary crack sealer such as methacrylate or a super low viscosity epoxy subject to prior approval by the Engineer. 2.5MEASUREMENT Bridge deck repairs will be measured by the square foot of surface area for the various classes of repairs (Class 1, II and III). When a repair involves multiple depths, the areas for each class will be measured separately. 2.6 PAYMENT The work performed and material furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid for "Bridge Deck Repair", of the various classes and subclasses specified. A bid price shall be provided for each of the three classes of repair (I, II and III). The subclass (return to service time) will be determined by the Engineer and will remain the same for all classes of a given repair. These prices shall be full compensation for furnishing and placing all materials, removing and disposing of all loose or deteriorated concrete, saw-cutting, cleaning and/or replacing of reinforcing steel, and for all labor, equipment, tools and incidentals necessary to complete the work. PAY ITEM NO. 5 — CRACK SEALING FOR BRIDGE DECKS: 5.1 DESCRIPTION This Item shall govern for the surface sealing of multiple indiscriminate cracks in concrete bridge decks as herein specified and as directed by the Engineer. These cracks are generally the result of shrinkage and creep stresses and are not flexural in nature or cause. The sealing will be accomplished by a topical application of epoxy as specified herein. 5.2 MATERIALS The crack sealing material shall be a very low viscosity epoxy conforming to the requirements listed below. The epoxy selected by the Contractor shall be approved by the Engineer prior to use. Epoxy. This material is intended for use in sealing cracks in concrete and restoring it's structural integrity. This material shall be of such a consistency that allows the filling of the voids in concrete by gravity flow. The epoxy shall have the ability to bond to damp surfaces without 8- 16