Transfer Station Push Wall RFB
481 KB Posted
- Attached to
- Transfer Station Push Wall
- Solicitation number
- TransferStationPushWall2023RFB
- Issued by
- Georgia
About this file
This Request for Bids (RFB) document is issued by the White County Board of Commissioners Finance Department in Cleveland, Georgia, for the repair of the White County Transfer Station Push Wall located at 670 Industrial Blvd, Cleveland, GA 30528. The project involves repair and replacement of the steel wear plate on the existing reinforced concrete push wall, with work including removal of damaged 3/16" steel wear plates, installation of new wear plates, welding of new plates to existing structures, and installation of 1/4" stainless steel screw anchors. The scope of work includes two repair options: Option 1 involves complete wear plate replacement with new cast-in-place headed weld studs, and Option 2 involves welding repair cover plates over isolated damage areas. The project must be completed before April 30, 2023, and work must be performed during weekend closures (4pm Saturday through 8am Monday), with completion required within a single weekend. Bids are due no later than 2pm on Friday, March 24, 2023, and may be submitted via email to mbyrd@whitecounty.net, by mail, or hand-delivered to Misti Byrd at the White County Board of Commissioners Office.
All awarded vendors must provide current and valid Certificates of Insurance for general liability and worker's compensation coverage, along with completed W-9 and E-Verify documentation before project commencement. The contractor is responsible for verifying all existing conditions and dimensions, and all work must comply with applicable federal, state, and local regulations. Structural steel construction must conform to the American Institute of Steel Construction (AISC) standards and ASTM A36 specifications, and all welding must be performed by certified welders in accordance with AWS D1.1 standards using E70XX electrodes. A pre-construction meeting with representatives from the owner, Wilkes Engineering Group LLC, and the contractor is required to review the project scope, repair objectives, and the contractor's proposed means and methods. Bids are irrevocable for 60 calendar days following the bid deadline unless White County consents to an alternative time period. White County reserves the right to accept or reject any and all bids submitted.
Text of this file
White County Board of Commissioners
Finance Department 1235 Helen Highway
Cleveland, GA 30528
March 8, 2023
Request For Bids
Transfer Station Push Wall
The White County Board of Commissioners is seeking bids from contractors for the repair of the White County Transfer Station Push Wall, located at 670 Industrial Blvd, Cleveland, GA 30528:
Scope of Work:
• For specifications see attached Appendix A
• Project must be completed before April 30, 2023
• Transfer Station will be closed from 4pm Saturdays until 8am Mondays. Project must be completed in one weekend during these closed hours.
Questions regarding this bid request should be directed to Harry Barton, White County Planning/Solid Waste at (706) 865-6768.
General liability insurance and worker’s compensation insurance will be required of awarded vendor. A current and valid Certificate of Insurance, W-9 and E-Verify must be submitted to the White County Board of Commissioners before project begins. Awarded vendor must comply with any Federal, State and/or Local regulations and laws.
Bids are irrevocable for a period of 60 calendar days after the bid deadline unless White County consents to a different time period. White County reserves the right to accept or reject any and/or all bids.
The bids must be submitted no later than 2pm on Friday, March 24th, 2023. Bids can be sent via email, mail, or hand delivered to Misti Byrd, at the White County Board of Commissioners Office.
White Co Board of Commissioners Attn: Misti Byrd, Purchasing Assistant 1235 Helen Highway Cleveland, GA 30528
(706) 865-2235 – Office mbyrd@whitecounty.net - Email mailto:mbyrd@whitecounty.net
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WILKES ENGINEERING GROUP, LLC
195 E. JARRARD STREET SUITE A2
CLEVELAND, GA 30528
(678) 653-4510
GA FIRM LICENSE NO: PEF007067
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SHEET SIZE: ARCH D - 24x36
DATE: 3/6/23
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APPENDIX A
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TYP.
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EX. HORIZONTAL #5 BARS @ 12" O.C. EACH FACE (TYP)
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EX. VERTICAL #6 BARS @ 10" O.C. EACH FACE (TYP)
AutoCAD SHX Text NEW 1/4" S.S. TITEN HD SCREWANCHORS COUNTERSUNK AND SPACED @ 24" O.C. MAX. WITH 1.625" NOMINAL EMBEDMENT DEPTH PER DETAIL 4 ON THIS SHEET
AutoCAD SHX Text EX. 3/16" THICK STEEL WEAR PLATE WITH 1/2" CAST-IN-PLACEHEADED WELD STUDS AT 24" O.C. HORIZONTAL AND 22" O.C. VERTICAL
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%%USECTION A-A
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%%UPUSH-WALL ELEVATION
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NEW 3/16" STEEL WEAR PLATE
AutoCAD SHX Text GENERAL PUSH WALL WEAR PLATE REPLACEMENT PROCEDURE: 1. SELECT SUITABLE AREA OF WEAR PLATE TO BE REPLACED. 2. DRILL-OUT EXISTING CAST-IN PLACE 1/2" HEADED WELDED STUDSAND THEN CUT AND REMOVE EXISTING 3/16" STEEL WEAR PLATE. 3. INSPECT CONCRETE FOR ANY DAMAGE AND REPAIR AS REQUIRED. INSPECT CONCRETE FOR ANY DAMAGE AND REPAIR AS REQUIRED. 4. INSTALL NEW WEAR PLATE AS SHOWN.
AutoCAD SHX Text NEW 1/4" S.S. TITEN HD SCREWANCHORS COUNTERSUNK AND SPACED @ 24" O.C. MAX. WITH 1.625" NOMINAL EMBEDMENT DEPTH PER DETAIL 4 ON THIS SHEET
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NEW 3/16" STEEL WEAR PLATE
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EX. REINFORCED CONCRETE PUSH-WALL
AutoCAD SHX Text NEW 1/4" S.S. TITEN HD SCREWANCHORS COUNTERSUNK AND SPACED @ 12" O.C. MAX. ALONG BOTTOM ROW WITH 1.625" NOMINAL EMBEDMENT DEPTH PER DETAIL 4 ON THIS SHEET
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NEW 3/16" PLATE
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1/4" S.S. TITEN HDCOUNTERSUNK SCREW ANCHORS WITH 1.625" NOMINAL EMBEDMENT DEPTH
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EX. CONCRETE WALL
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EX. 3/16" PLATE
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NEW 3/16" PLATE
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WELD DETAIL
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(FLUSH SURFACE)
AutoCAD SHX Text EX. " THICK 316" THICK STEEL WEAR PLATE WITH " 12" CAST-IN-PLACE HEADED WELD STUDS AT 24" O.C. HORIZONTAL AND 22" O.C. VERTICAL
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%%UEXISTING PUSH-WALL ELEVATION
AutoCAD SHX Text GENERAL PUSH-WALL WEAR PLATE REPAIR PROCEDURE: 1. SELECT SUITABLE AREA OF WEAR PLATE TO BE REPAIRED. 2. REMOVE ANY DEBRIS FROM BEHIND EXISTING WEAR PLATE, AS APPLICABLE. 3. CUT AN REMOVE ANY EXISTING DEFORMED PLATE TO FACILITATE THE INSTALLATION OF REPAIR COVER PLATE. 4. INSTALL NEW WEAR COVER PLATE AND WELD TO EXISTING WEAR PLATE AS SHOWN.
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ISOLATED DAMAGE TO WEAR PLATE
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ISOLATED DAMAGE TO WEAR PLATE
AutoCAD SHX Text NEW FULL-HEIGHT " THICK STEEL 316" THICK STEEL WEAR PLATE OVER ISOLATED DAMAGE AS SHOWN
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%%UREPAIRED PUSH-WALL ELEVATION
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EX. REINFORCED CONCRETE PUSH-WALL
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EX. REINFORCED CONCRETE PUSH-WALL
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ISOLATED DAMAGE TO WEAR PLATE
AutoCAD SHX Text THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF WILKES ENGINEERING GROUP LLC AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF WILKES ENGINEERING GROUP LLC.
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OPTION 1: TYPICAL PUSH-WALL WEAR PLATE REPLACEMENT DETAIL
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AutoCAD SHX Text GENERAL NOTES 1.0 THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE STARTING WORK OR FABRICATION. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE STARTING WORK OR FABRICATION. 1.1 CONTRACTOR IS RESPONSIBLE FOR ALL MEANS, METHODS, TECHNIQUES AND PROCEDURES OF CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ALL MEANS, METHODS, TECHNIQUES AND PROCEDURES OF CONSTRUCTION. 1.2 ALL WORK SHALL CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL LAWS. ALL WORK SHALL CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL LAWS. 1.3 REVIEW OF SHOP DRAWINGS AND OTHER SUBMITTALS BY THE STRUCTURAL ENGINEER DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO REVIEW AND CHECK SHOP DRAWINGS REVIEW OF SHOP DRAWINGS AND OTHER SUBMITTALS BY THE STRUCTURAL ENGINEER DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO REVIEW AND CHECK SHOP DRAWINGS BEFORE SUBMITTAL TO THE STRUCTURAL ENGINEER. THE CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS AND DIMENSIONS SPECIFIED IN THE CONTRACT DOCUMENTS. 1.4 A PRE-CONSTRUCTION MEETING WITH REPRESENTATIVES FROM THE OWNER, WILKES ENGINEERING GROUP LLC AND ANY CONTRACTORS PERFORMING THE WORK IS REQUIRED TO REVIEW THE A PRE-CONSTRUCTION MEETING WITH REPRESENTATIVES FROM THE OWNER, WILKES ENGINEERING GROUP LLC AND ANY CONTRACTORS PERFORMING THE WORK IS REQUIRED TO REVIEW THE PROJECT SCOPE OF WORK, REPAIR OBJECTIVES AND THE CONTRACTOR'S PROPOSED MEANS AND METHODS TO FACILITATE THE REPAIR. 1.5 ALL STRUCTURAL STEEL CONSTRUCTION SHALL CONFORM TO THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION INC. "STEEL CONSTRUCTION MANUAL" LATEST EDITION. ALL STRUCTURAL STEEL CONSTRUCTION SHALL CONFORM TO THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION INC. "STEEL CONSTRUCTION MANUAL" LATEST EDITION. 1.6 UNLESS NOTED OTHERWISE, ALL STRUCTURAL STEEL PLATE SHALL CONFORM TO ASTM A36. UNLESS NOTED OTHERWISE, ALL STRUCTURAL STEEL PLATE SHALL CONFORM TO ASTM A36. 1.7 WELDING SHALL BE DONE BY CERTIFIED WELDERS AND SHALL CONFORM TO AWS D1.1 "STRUCTURAL WELDING CODE-STEEL," LATEST EDITION. ALL WELDING ELECTRODES SHALL BE E70XX.WELDING SHALL BE DONE BY CERTIFIED WELDERS AND SHALL CONFORM TO AWS D1.1 "STRUCTURAL WELDING CODE-STEEL," LATEST EDITION. ALL WELDING ELECTRODES SHALL BE E70XX.
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TYPICAL SCREW ANCHOR DETAIL
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TYPICAL WEAR PLATE REPLACEMENT JOINT DETAIL
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AutoCAD SHX Text No. PE041627
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PROFESSIONAL
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OPTION 2: TYPICAL PUSH-WALL WEAR PLATE REPAIR DETAIL
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| TransferStationPushWallRFB |
| J211053b Push-Wall Repair R2 |
| Sheets and Views |
| S102 |
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| Award Information | — |
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