866-B170-01_Rev 1_DRY DOCKING PLAN.pdf

PDF 615 KB Posted

Attached to
New Crane Barge Federal contract opportunity
Solicitation number
W912BU22B0018
Issued by
Department of the Army Corps of Engineers Engineering District Philadeplhia

About this file

Written by GovTribe AI ·

This document package includes engineering drawings and specifications for a new crane barge procurement. The U.S. Army Corps of Engineers Marine Design Center is soliciting bids to fabricate and deliver one replacement crane barge for operations in Sault Ste. Marie, Michigan. The barge must be built to ABS standards for a Maltese Cross A-1 Steel Barge and certified for Great Lakes service. Key dimensions include a length of 150 feet, beam of 50 feet, and depth of 10 feet. The delivery date for the completed barge is to be determined. Bids are due by August 29th and should be emailed to the point of contact listed. Liquidated damages and bonding requirements apply to this IFB.

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Other files for this federal contract opportunity

Other files attached to New Crane Barge, newest first.
File Type Posted
Audited Abstract W912BU22B0018 New Crane Barge (Harvey Replacement).pdf PDF
W912BU22B0018 Amendment 2.pdf PDF
Amendment 2 Q and A.pdf PDF
866-B155-01_Rev 2_INTACT STABILITY ANALYSIS_10-12-21.pdf PDF
866-B522-02_Rev 4_SPUD HANDLING SYSTEM ARRANGEMENT_07-08-22.pdf PDF
866-B677-02_Rev 0_FIXED CO2 SYSTEM CALCULATIONS_02-11-22.pdf PDF
611-D460-02 Communications Mark.pdf PDF
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866-B155-02_Rev 2_DAMAGE STABILITY ANALYSIS_10-12-21.pdf PDF
866-B710-01_REV 1_AC LOAD ANALYSIS_07-05-21.pdf PDF
866-B725-01_Rev 1_AC VOLTAGE DROP CALCULATIONS_07-01-21.pdf PDF
866-B405-02 _Rev 0_CATHODIC PROTECTION CALCULATION _04-15-2021.pdf PDF
W912BU22B0018 Amendment 1.pdf PDF
T1716010 KEEN Stability Letter - signed with Load Charts_106379386.pdf PDF
TAI 1240_866-B130-01_Rev 2_TANK CAPACITY PLAN REPORT_06-02-22.pdf PDF
866-B130-02_Rev 3_TANK ARRANGEMENT.pdf PDF
866-B410-02_Rev 2_TOW KNEES RUB RAILS AND FENDERS.pdf PDF
866-B420-01_Rev 2_DECK FITTINGS ARRANGEMENT.pdf PDF
866-B427-01_Rev 2_LADDER ARRANGEMENT.pdf PDF
866-B470-01_Rev 2_TRANSDUCER WELL DETAILS.pdf PDF
866-B405-01_REV 2_CATHODIC PROTECTION.pdf PDF
866-B670-01_Rev 3_FILLS VENTS AND SOUNDS.pdf PDF
866-B660-02_Rev 2_BILGE AND BALLAST SYSTEM.pdf PDF
TAI 1240_866-B115-01_Rev 4_WEIGHT ESTIMATE_06-08-22.pdf PDF
866-B215-01_Rev 3_GENERAL ARRANGEMENT.pdf PDF
866-B330-02_Rev 2_MACHINERY AND WINCH FOUNDATION.pdf PDF
866-B311-01 Rev 6 LONGITUDINAL STRUCTURE.pdf PDF
866-B307-01 Rev 6 DECK AND BOTTOM PLATING.pdf PDF
866-B330-06_Rev 1_BOOM REST.pdf PDF
866-B315-01_Rev 3_DECKHOUSE STRUCTURE.pdf PDF
866-B307-02_Rev 3_SHELL PLATING.pdf PDF
866-B325-01_Rev 2_SEA CHEST DETAILS.pdf PDF
866-B436-01_Rev 1_INSULATION AND SHEATHING.pdf PDF
866-B410-01 Rev 5 SKEG STRUCTURE.pdf PDF
866-B550-01_Rev 2_SPUD STRUCTURAL ARRANGEMENT_02-04-22.pdf PDF
TAI 1240_866-B522-02_Rev 3_SPUD HANDLING SYSTEM ARRANGEMENT_05-23-22.pdf PDF
866-B650-01_Rev 1_ENGINE EXHAUST SYSTEM.pdf PDF
866-B665-01_Rev 1_POTABLE WATER SYSTEM.pdf PDF
866-B720-01_REV 3_AC and DC ONE-LINE.pdf PDF
866-B730-02_Rev 1_RECEPTACLE PLAN.pdf PDF
866-B730-03_Rev 0_SHORE POWER ARRANGEMENT.pdf PDF
866-B125-01_Rev 1_HYDROSTATICS_05-26-21.pdf PDF
866-B301-01 Rev 5 MIDSHIP SECTION.pdf PDF
866-B320-01_Rev 2_INDEPENDENT TANKS.pdf PDF
866-B330-05_Rev 4_CRANE REINFORCED DECK AREA.pdf PDF
866-B330-01_Rev 2_DECK DUNNAGE PLAN.pdf PDF
866-B310-01 REV 4 WELDING SCHEDULE.pdf PDF
866-B425-01_Rev 0_WALKWAYS PLATFORMS RAILINGS AND GRATINGS.pdf PDF
866-B415-01_Rev 2_DOORS WINDOWS HATCHES AND MANHOLES.pdf PDF
866-B730-04_REV 3_ELECTRICAL POWER PLANT.pdf PDF
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6/17/22

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5'-0" FRAME SPACE

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TYPICAL BLOCK DETAIL SIDE VIEWS SCALE: 3/8"=1'-0"

AutoCAD SHX Text GENERAL NOTES 1. ALL WOODEN BLOCKS ARE TO BE PROPERLY SECURED IN ORDER TO PREVENT ANY MOVEMENT OF FLOATING OFF. ALL WOODEN BLOCKS ARE TO BE PROPERLY SECURED IN ORDER TO PREVENT ANY MOVEMENT OF FLOATING OFF. 2. DIFFERENT SIZED BLOCKS MAY BE USED INSTEAD OF THE BLOCKS SHOWN IN THIS DRAWING, PROVIDED THAT THE REQUIRED DIFFERENT SIZED BLOCKS MAY BE USED INSTEAD OF THE BLOCKS SHOWN IN THIS DRAWING, PROVIDED THAT THE REQUIRED CONTACT AREA IS MAINTAINED. 3. THE BLOCK DIMENSIONS SHOWN IN THIS DRAWING ARE NOT BINDING. THE BLOCK DIMENSIONS SHOWN IN THIS DRAWING ARE NOT BINDING. 4. ALL THE BLOCKS ARE TO BE LOCATED IN WAY OF MAIN STRUCTURAL, LONGITUDINAL AND TRANSVERSE BULKHEADS. ALL THE BLOCKS ARE TO BE LOCATED IN WAY OF MAIN STRUCTURAL, LONGITUDINAL AND TRANSVERSE BULKHEADS. 5. PROVISION MUST BE MADE TO ENABLE REMOVAL OF ANY BLOCK FROM UNDER THE HULL, IF REQUIRED FOR CLEANING PAINTING PROVISION MUST BE MADE TO ENABLE REMOVAL OF ANY BLOCK FROM UNDER THE HULL, IF REQUIRED FOR CLEANING PAINTING ETC. 6. IN ORDER THAT THE WEIGHT OF THE SHIP IS TRANSFERRED EVENLY TO THE BLOCKS UNDERNEATH, IT IS TO BE ENSURED THAT IN ORDER THAT THE WEIGHT OF THE SHIP IS TRANSFERRED EVENLY TO THE BLOCKS UNDERNEATH, IT IS TO BE ENSURED THAT THERE SHOULD BE NO GAP BETWEEN THE HULL AND THE BLOCKS. GAPS IF ANY ARE TO BE FILLED UP BY PACKING WOOD. 7. DISPLACEMENT WHILE DOCKING ASSUMED NOT TO EXCEED THAT SHOWN ON THIS PLAN. DISPLACEMENT WHILE DOCKING ASSUMED NOT TO EXCEED THAT SHOWN ON THIS PLAN. 8. DOCKING BLOCKS TO BE PROVIDED AVOIDING ANODES, BOX COOLER INLET/OUTLET GRID, SEA CHEST OPENINGS AND DRAIN PLUGS. DOCKING BLOCKS TO BE PROVIDED AVOIDING ANODES, BOX COOLER INLET/OUTLET GRID, SEA CHEST OPENINGS AND DRAIN PLUGS. 9. DOCKING BLOCKS TO BE PROVIDED AVOIDING ECHO SOUNDERS, SPEED LOG AND ANY OTHER PROJECTIONS. DOCKING BLOCKS TO BE PROVIDED AVOIDING ECHO SOUNDERS, SPEED LOG AND ANY OTHER PROJECTIONS. 10. ALTERNATE BLOCKING ARRANGEMENTS ARE SHOWN TO ALLOW FOR COMPLETE HULL CLEANING AND PAINTING IN TWO DOCKING ALTERNATE BLOCKING ARRANGEMENTS ARE SHOWN TO ALLOW FOR COMPLETE HULL CLEANING AND PAINTING IN TWO DOCKING ARRANGEMENTS. DOCKING POSITION "A" - 21 BLOCKS DOCKING POSITION "B" - 28 BLOCKSDOCKING POSITION "B" - 28 BLOCKS

AutoCAD SHX Text PRINCIPAL PARTICULARS LENGTH OF HULL, MOLDED 150'-0" BEAM, MOLDED 50'-0" DEPTH, MOLDED (AT SIDES) 10'-0" (AT SIDES) 10'-0" DESIGN WATER LINE 5'-6" 5'-6" CAMBER 4" 4" FRAME SPACING AS NOTED AS NOTED AS NOTED LIGHTSHIP+10% CONSUMABLES 790.55 LT 790.55 LT (SPUD WEIGHTS INCLUDED, CRANE WEIGHT NOT INCLUDED)

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DEPARTMENT OF THE ARMY

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AutoCAD SHX Text TECHNOLOGY ASSOCIATES INC. 2021 LAKESHORE DRIVE, SUITE 414 NEW ORLEANS, LA 70122 WWW.TAIENGINEERS.COM

AutoCAD SHX Text MDC HULL No: 866

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CRANE BARGE

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1. DRAWING UPDATED AS PER MDC COMMENTS. LETTER DATED 28TH OCT, 2021.

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AutoCAD SHX Text PRINCIPAL PARTICULARS LENGTH OF HULL, MOLDED 150'-0" BEAM, MOLDED 50'-0" DEPTH, MOLDED (AT SIDES) 10'-0" (AT SIDES) 10'-0" DESIGN WATER LINE 5'-6" 5'-6" CAMBER 4" 4" FRAME SPACING AS NOTED AS NOTED AS NOTED LIGHTSHIP+10% CONSUMABLES 790.55 LT 790.55 LT (SPUD WEIGHTS INCLUDED, CRANE WEIGHT NOT INCLUDED) MAXIMUM BLOCK LOAD 55.31 LT 55.31 LT MAXIMUM BLOCK PRESSURE 114.71 PSI114.71 PSI

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AutoCAD SHX Text PRINCIPAL PARTICULARS LENGTH OF HULL, MOLDED 150'-0" BEAM, MOLDED 50'-0" DEPTH, MOLDED (AT SIDES) 10'-0" (AT SIDES) 10'-0" DESIGN WATER LINE 5'-6" 5'-6" CAMBER 4" 4" FRAME SPACING AS NOTED AS NOTED AS NOTED LIGHTSHIP+10% CONSUMABLES 790.55 LT 790.55 LT (SPUD WEIGHTS INCLUDED, CRANE WEIGHT NOT INCLUDED) MAXIMUM BLOCK LOAD 41.18 LT 41.18 LT MAXIMUM BLOCK PRESSURE 86.04 PSI86.04 PSI

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Sheets and Views
TAI 1240_866-B170-01_Rev 1_DRY DOCKING PLAN_11-03-21-1
TAI 1240_866-B170-01_Rev 1_DRY DOCKING PLAN_11-03-21-2
TAI 1240_866-B170-01_Rev 1_DRY DOCKING PLAN_11-03-21-3

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