866-B130-02_Rev 3_TANK ARRANGEMENT.pdf

PDF 392 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

This document package includes engineering drawings and specifications for a new crane barge procurement. Key details include a solicitation for bids to construct a 150-foot by 50-foot crane barge to ABS A1 classification for Great Lakes service. The barge must satisfy intact and damage stability criteria. Delivery is required at Sault Sainte Marie, Michigan with liquidated damages for late delivery. Bid, payment and performance bonds are mandatory. Bids are due by August 29th via email to the specified USACE contact. Accompanying drawings depict tank arrangements, bottom plans, and cross sections of the proposed barge design.

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Other files for this federal contract opportunity

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W912BU22B0018 Amendment 1 SF30.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
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611-D460-02 Communications Mark.pdf PDF
W912BU22B0018 Amendment 1.pdf PDF
T1716010 KEEN Stability Letter - signed with Load Charts_106379386.pdf PDF
866-B685-01_REV 3_HEATING AND VENTILATION SYSTEM CALCULATIONS_04-26-22.pdf PDF
866-B330-07_Rev 1_BOOM REST DESIGN CALCULATIONS_02-28-22.pdf PDF
866-B406-01 MDC STANDARD FLOATING PLANT PAINT SCHEDULE.pdf PDF
866-B601-01 PIPE MARKING GUIDE.pdf PDF
TAI 1240_866-B130-01_Rev 2_TANK CAPACITY PLAN REPORT_06-02-22.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
W912BU22B0018.pdf PDF
866-B170-01_Rev 1_DRY DOCKING PLAN.pdf PDF
866-B105-01_Rev 0_HULL LINES AND OFFSETS.pdf PDF
866-B309-01 Rev 6 TRANSVERSE STRUCTURE.pdf PDF
866-B307-03 Rev 5 RAKE STRUCTURE.pdf PDF
866-B330-03_Rev 1_MACHINERY AND WINCH FOUNDATIONS CALCULATIONS pdf.pdf PDF
866-B552_01_Rev 3_SPUD WELL STRUCTURAL ARRANGEMENT.pdf PDF
866-B685-02_Rev 4_HEATING AND VENTILATION SYSTEM DRAWING.pdf PDF
866-B677-01_Rev 2_FIXED FIRE EXTINGUISHING SYSTEM.pdf PDF
866-B640-01_Rev 2_ENGINE COOLING SYSTEM.pdf PDF
866-B630-01_Rev 2_FUEL OIL SYSTEM ARRANGEMENT.pdf PDF
866-B635-01_Rev 2_LUBE OIL STORAGE ARRANGEMENT.pdf PDF
866-B637-01_Rev 2_WASTE OIL SYSTEM.pdf PDF
866-B690-01_Rev 1_COMPRESSED AIR SYSTEM.pdf PDF
866-B660-03_Rev 2_DECK WASHDOWN SYSTEM.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
866-B330-04_Rev 2_CRANE TRACKING AREA.pdf PDF
866-B667-01_REV 1_SANITARY AND BLACK WATER SYSTEM.pdf PDF
866-B730-01_Rev 1_LIGHTING PLAN.pdf PDF
TAI 1240_866-B115-01_Rev 4_WEIGHT ESTIMATE_06-08-22.pdf PDF
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Text version

6/17/22

NOT FOR

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GENERAL ARRANGEMENT

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INDEPENDENT TANKS

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DECK AND BOTTOM PLATING

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TRANSVERSE STRUCTURE

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DEPARTMENT OF THE ARMY

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MARINE DESIGN CENTER

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CORPS OF ENGINEERS

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AutoCAD SHX Text TAI ENGINEERS, LLC 2021 LAKESHORE DRIVE, SUITE 414 NEW ORLEANS, LA 70122 WWW.TAIENGINEERS.COM

AutoCAD SHX Text MDC HULL No: 866

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CONTRACT:

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APPROVED

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DATE

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CELRE CRANE BARGE HARVEY REPLACEMENT

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TANK ARRANGEMENTS

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CAPACITY @ 100% (PERM=0.98) (GALLONS)

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SP. GRAVITY

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AutoCAD SHX Text GENERAL NOTES: 1. ALL OF THE TANKS SHALL BE CONSTRUCTED OF MILD STEEL. ALL OF THE TANKS SHALL BE CONSTRUCTED OF MILD STEEL. 2. ALL INDEPENDENT TANKS PER SECTION B320 ARE SHOWN IN REFERENCE #2. ALL INDEPENDENT TANKS PER SECTION B320 ARE SHOWN IN REFERENCE #2. 3. STRUCTURAL PERMEABILITY OF 98% IS CONSIDERED FOR HULL TANK VOLUMES.

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1. USACE COMMENTS ON THE REARRANGEMENT OF USACE COMMENTS ON THE REARRANGEMENT OF TANKS AND CREW ACCOMMODATION TO MEET FREEZING REQUIREMENTS AND DAMAGE STABILITY CONDITON, HAVE BEEN INCORPORATED.

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1. DRAWING UPDATED PER MDC COMMENTS, LETTER DATED 04-20-2021.

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1. DRAWING UPDATED PER MDC COMMENTS, LETTER DATED 14 FEB 2022.

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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" DEPTH MOLDED (AT CENTERLINE) 10'-4" 10'-4" DESIGN WATER LINE 5'-6" 5'-6" FRAME SPACING FR. 0 TO 3 = 5'-0" FR. 0 TO 3 = 5'-0" FR. 0 TO 3 = 5'-0" FR. 3 TO 23 = 6'-0" FR. 3 TO 23 = 6'-0" FR. 23 TO 26 = 5'-0" FR. 23 TO 26 = 5'-0" CLASS NOTATION ABS "+A1, STEEL BARGE, GREAT LAKES SERVICE"

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BOTTOM PLAN SCALE: 3/16"=1'-0"

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5'-0" FRAME SPACE

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Sheets and Views
TAI 1240_866-B130-02_Rev 3_TANK ARRANGEMENT_02-22-22-1
TAI 1240_866-B130-02_Rev 3_TANK ARRANGEMENT_02-22-22-2
TAI 1240_866-B130-02_Rev 3_TANK ARRANGEMENT_02-22-22-3

File details come from the government source that posted it. Updated .