866-B301-01 Rev 5 MIDSHIP SECTION.pdf

PDF 1 MB 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 solicitation is for the procurement of one new crane barge to replace an existing vessel currently operated by the U.S. Army Corps of Engineers Detroit District at the Sault Ste Marie Area office. Bids are due by August 29th at 10:00am EDT and must be submitted via email to Amanda.Bellnier@usace.army.mil. The new crane barge is to be built and classed by the American Bureau of Shipping as an A-1 Steel Barge for Great Lakes service, with a molded length of 150 feet, molded beam of 50 feet, and molded depth of 10 feet at the sides. The design waterline is to be 5 feet with 4 inches of camber. The contractor will be required to fabricate and deliver the completed barge to the St. Mary's Falls Canal in Sault Sainte Marie, Michigan, where final acceptance will take place. Liquidated damages and bonding requirements including bid guarantee, payment and performance bonds will apply to this procurement.

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Other files for this federal contract opportunity

Other files attached to New Crane Barge, newest first.
File Type Posted
W912BU22B0018 Amendment 3.pdf PDF
W912BU22B0018 Amendment 2.pdf PDF
Amendment 2 TAI 1240_866-B522-02_Rev 3_SPUD HANDLING SYSTEM ARRANGEMENT_05-23-22 (Redlined for Amendment).pdf PDF
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
866-B677-02_Rev 0_FIXED CO2 SYSTEM CALCULATIONS_02-11-22.pdf PDF
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-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
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-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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4/29/22

NOT FOR

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KEY PLAN SCALE: 1/8"=1'-0"

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MDC PROJECT

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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

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DATE

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CELRE CRANE BARGE HARVEY REPLACEMENT

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MIDSHIP SECTION

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5'-0" FRAME SPACE

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6'-0" FRAME SPACE

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REFERENCES

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GENERAL ARRANGEMENT

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DECK AND BOTTOM PLATING

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LONGITUDINAL STRUCTURE

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SPUD WELL STRUCTURAL ARRANGEMENTS

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AutoCAD SHX Text GENERAL NOTES: 1. STRUCTURE SCANTLINGS ARE CALCULATED IN ACCORDANCE WITH ABS RULES FOR BUILDING AND CLASSING STEEL BARGES (2020). STRUCTURE SCANTLINGS ARE CALCULATED IN ACCORDANCE WITH ABS RULES FOR BUILDING AND CLASSING STEEL BARGES (2020). 2. ICE BELT SCANTLINGS ARE CALCULATED IN ACCORDANCE WITH ABS RULES FOR BUILDING AND CLASSING MARINE VESSELS (2020). ICE BELT SCANTLINGS ARE CALCULATED IN ACCORDANCE WITH ABS RULES FOR BUILDING AND CLASSING MARINE VESSELS (2020). 3. ALL WELDING, MATERIALS AND WORKMANSHIP INCLUDING FIT UP, WELDING PREPARATION AND PROCESS, TESTING AND INSPECTION SHALL ALL WELDING, MATERIALS AND WORKMANSHIP INCLUDING FIT UP, WELDING PREPARATION AND PROCESS, TESTING AND INSPECTION SHALL BE IN ACCORDANCE WITH "ABS RULES FOR BUILDING AND CLASSING STEEL VESSEL". FILLET WELDS OF ALL TRANSVERSE WEBS AND ABS RULES FOR BUILDING AND CLASSING STEEL VESSEL". FILLET WELDS OF ALL TRANSVERSE WEBS AND GIRDERS IN THE BOTTOM SHELL AND IN THE RAKE SHELL TO BE DOUBLE CONTINUOUS WELDS. 4. FOR ALL STRUCTURE, USE CLASS APPROVED ABS GRADE A WITH A MINIMUM YIELD STRENGTH OF 34KSI OR BETTER UNLESS NOTED FOR ALL STRUCTURE, USE CLASS APPROVED ABS GRADE A WITH A MINIMUM YIELD STRENGTH OF 34KSI OR BETTER UNLESS NOTED OTHERWISE. BARGE OPERATING TEMPERATURE RANGE FROM -30 TO 105 DEGREES FAHRENHEIT. 5. WHEN BEAMS, STIFFENERS, FRAMES ETC. PASS THROUGH SLOTTED GIRDERS, FRAMES, OR STRINGERS THERE IS TO BE A PAIR OF WHEN BEAMS, STIFFENERS, FRAMES ETC. PASS THROUGH SLOTTED GIRDERS, FRAMES, OR STRINGERS THERE IS TO BE A PAIR OF MATCHING INTERMITTENT WELDS ON EACH SIDE OF SUCH INTERSECTION AND THE BEAMS, STIFFENERS AND FRAMES ARE TO BE EFFICIENTLY ATTACHED TO THE GIRDERS, FRAMES OR STRINGERS. 6. UNBRACKETED SHELL AND BULKHEAD STIFFENERS ARE TO HAVE DOUBLE CONTINUOUS WELDS 10% OF THEIR LENGTH AT EACH END. UNBRACKETED SHELL AND BULKHEAD STIFFENERS ARE TO HAVE DOUBLE CONTINUOUS WELDS 10% OF THEIR LENGTH AT EACH END. 7. ALIGNMENT OF STRUCTURAL MEMBERS SHALL BE IN ACCORDANCE WITH NO. 47 OF IACS STANDARDS. ALIGNMENT OF STRUCTURAL MEMBERS SHALL BE IN ACCORDANCE WITH NO. 47 OF IACS STANDARDS. 8. ALL TANKS AND VOIDS SHALL BE LIMBERED AT THE SIDES AND BOTTOM FOR DRAINAGE AND AT THE TOP FOR VENTING, 1" RADIUS, ALL TANKS AND VOIDS SHALL BE LIMBERED AT THE SIDES AND BOTTOM FOR DRAINAGE AND AT THE TOP FOR VENTING, 1" RADIUS, SEMICIRCULAR U.O.S. 9. DIMENSIONS ARE TO THE MOLDED LINE UNLESS OTHERWISE NOTED. DIMENSIONS ARE TO THE MOLDED LINE UNLESS OTHERWISE NOTED. 10. INSERT PLATES SHALL BE PROVIDED WITH A SUITABLE TRANSITION TAPER (3:1) TO THE ATTENDING SURVEYOR'S SATISFACTION. INSERT PLATES SHALL BE PROVIDED WITH A SUITABLE TRANSITION TAPER (3:1) TO THE ATTENDING SURVEYOR'S SATISFACTION. 11. OVERLAPPED SEAMS OF DECK PLATING AND SHELL PLATING SHALL HAVE CONTINUOUS FILLET WELDS ALONG BOTH THEIR EXTERIOR EDGES.OVERLAPPED SEAMS OF DECK PLATING AND SHELL PLATING SHALL HAVE CONTINUOUS FILLET WELDS ALONG BOTH THEIR EXTERIOR EDGES.

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 MODED (AT CENTERLINE) 10'-4" 10'-4" DESIGN WATER LINE 5'-6" 5'-6" CAMBER 4" 4" 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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1. DRAWING UPDATED PER ABS LETTER T2171345 DATED 19TH NOV 2021.

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5000 PSF DECK LOADING AREA

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7450 PSF DECK LOADING AREA

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9700 PSF DECK LOADING AREA

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2. DRAWING UPDATED PER MDC COMMENTS. LETTER DATED 2ND NOV, 2021.

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1. DRAWING UPDATED PER ABS LETTER T2216865 DATED 24TH MAR 2021.

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SECTION 2-13C FR.17 TRANSVERSE BHD , LOOKING FWD LOOKING FWD TRANSVERSE VERTICAL BHD STIFFENERS L5x3x3/8" BTM LONG'L L5x3x3/8" SCALE: 1/2"=1'-0"

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1,2

AutoCAD SHX Text

AutoCAD SHX Text 1,2

AutoCAD SHX Text 16x4x3/8" FP TYP

AutoCAD SHX Text 16x4x5/8" FP TYP

AutoCAD SHX Text 16x4x5/8" FP TYP

AutoCAD SHX Text 16x4x3/8" FP TYP

AutoCAD SHX Text

SEE DETAIL 5-37D

AutoCAD SHX Text

3/4" PL BRKT W/ 4" FLG (TYP)

AutoCAD SHX Text

3/8" PL BRKT W/ 4" FLG (TYP)

AutoCAD SHX Text

1/2" THK TB TYP

AutoCAD SHX Text L4"x3"x3/8" (P&S)

AutoCAD SHX Text L4"x3"x3/8" (P&S)

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

1/2" PL W/ 6" FLG

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

#- SUIT TO SITE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PRODUCTION

4/29/22

FOR REVIEW

ONLY

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SHEET:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

MDC PROJECT

AutoCAD SHX Text

SIZE

AutoCAD SHX Text D

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

REV.

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

CONTRACT:

AutoCAD SHX Text 866-

AutoCAD SHX Text

TAI: 1240 DWG:

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text S-27

AutoCAD SHX Text

W912BU-17-D-0001

AutoCAD SHX Text 11-10-20

AutoCAD SHX Text

VR

AutoCAD SHX Text

AutoCAD SHX Text

NOTED

AutoCAD SHX Text

AutoCAD SHX Text B301-01

AutoCAD SHX Text

AutoCAD SHX Text SECTION 4-21C FR.6 TRANSVERSE BHD, LOOKING FWD LOOKING FWD TRANSVERSE VERTICAL BHD STIFFENERS L5x3x3/8" UNO DECK LONG'L L5X3X3/8" UNO BTM LONG'L L5x3x3/8" SCALE: 1/2"=1'-0"

AutoCAD SHX Text

BHD 3/8" PL

AutoCAD SHX Text

BOTTOM SHELL 3/8" PL

AutoCAD SHX Text

MAIN DECK

AutoCAD SHX Text

BASELINE

AutoCAD SHX Text

7'-6" ABL

AutoCAD SHX Text

SEE TYPICAL SNIPE DETAIL

AutoCAD SHX Text

2'-7" ABL

AutoCAD SHX Text

1/2" PL W/6" FLG

AutoCAD SHX Text

1/2" PL W/ 6" FLG

AutoCAD SHX Text

AutoCAD SHX Text 1,2

AutoCAD SHX Text 16x4x3/8" FP TYP

AutoCAD SHX Text 16x4x3/8" FP TYP

AutoCAD SHX Text 15x4x3/8" FP

AutoCAD SHX Text 15x4x3/8" FP

AutoCAD SHX Text

3/8" PL

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text L4"x3"x3/8" (P&S)

AutoCAD SHX Text

PRODUCTION

4/29/22

FOR REVIEW

ONLY

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SHEET:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

MDC PROJECT

AutoCAD SHX Text

SIZE

AutoCAD SHX Text D

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

REV.

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

CONTRACT:

AutoCAD SHX Text 866-

AutoCAD SHX Text

TAI: 1240 DWG:

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text S-27

AutoCAD SHX Text

W912BU-17-D-0001

AutoCAD SHX Text 11-10-20

AutoCAD SHX Text

VR

AutoCAD SHX Text

AutoCAD SHX Text

NOTED

AutoCAD SHX Text

AutoCAD SHX Text B301-01

AutoCAD SHX Text

AutoCAD SHX Text

BOTTOM SHELL 3/8" PL

AutoCAD SHX Text

DETAIL 5-39D SCALE: 1 1/2"=1'-0"

AutoCAD SHX Text

SIDE SHELL

AutoCAD SHX Text

MAIN DECK

AutoCAD SHX Text

1/2" PL W/ 4" FLG

AutoCAD SHX Text

3/8 PL

AutoCAD SHX Text

3/8 PL

AutoCAD SHX Text

DETAIL 5-39B SCALE: 1 1/2"=1'-0"

AutoCAD SHX Text 13x4x1/2" FP

AutoCAD SHX Text 16x4x5/8" FP

AutoCAD SHX Text

SIDE SHELL

AutoCAD SHX Text

1/2 PL

AutoCAD SHX Text

1/2 PL

AutoCAD SHX Text

DETAIL 5-37D SCALE: 1 1/2"=1'-0"

AutoCAD SHX Text 15x4x3/8" FP

AutoCAD SHX Text

MAIN DECK

AutoCAD SHX Text

LONGL. BHD

AutoCAD SHX Text

1/2" PL BRKT W/ 4" FLG TYP

AutoCAD SHX Text

DETAIL 5-35D SCALE: 1 1/2"=1'-0"

AutoCAD SHX Text

MAIN DECK

10" SCH 80 PIPE

AutoCAD SHX Text 16x6x5/8" FP

AutoCAD SHX Text

DETAIL 5-35B SCALE: 1 1/2"=1'-0"

AutoCAD SHX Text

1/2" PL W/4" FLG

AutoCAD SHX Text 16x6x1/2" FP

AutoCAD SHX Text

DETAIL 5-37B SCALE: 1 1/2"=1'-0"

AutoCAD SHX Text

BOTTOM SHELL 3/8" PL

16x4x5/8" FP

AutoCAD SHX Text

10" SCH 80 PIPE

AutoCAD SHX Text 12"x1/2" PL

AutoCAD SHX Text

1/2" PL BRKT W/ 4" FLG TYP

AutoCAD SHX Text 16x4x3/8" FP

AutoCAD SHX Text 16x4x5/8" FP

AutoCAD SHX Text

MAIN DECK

AutoCAD SHX Text

DETAIL 5-39A SCALE: 1 1/2"=1'-0"

AutoCAD SHX Text

1/2" PL W/4" FLG

AutoCAD SHX Text 16"x6"x1/2" FP

AutoCAD SHX Text

MAIN DECK

AutoCAD SHX Text

10" SCH 80 PIPE

AutoCAD SHX Text 13"x1/2" PL

AutoCAD SHX Text

MAIN DECK

AutoCAD SHX Text

TR. BHD

AutoCAD SHX Text L5x3x3/8"

AutoCAD SHX Text L5x3x3/8"

AutoCAD SHX Text

3/8" PL

AutoCAD SHX Text

3/8" PL

AutoCAD SHX Text

DETAIL 5-38A SCALE: 1"=1'-0"1"=1'-0"

AutoCAD SHX Text

BOT. SHELL

AutoCAD SHX Text

3/8" PL

AutoCAD SHX Text

3/8" PL

AutoCAD SHX Text

TR. BHD

AutoCAD SHX Text L5"x3"x3/8"

AutoCAD SHX Text L5x3x3/8"

AutoCAD SHX Text L5"x3"x3/8"

AutoCAD SHX Text

DETAIL 5-36A SCALE: 1"=1'-0"1"=1'-0"

AutoCAD SHX Text

BOT. SHELL

AutoCAD SHX Text

DETAIL 5-35A SCALE: 1"=1'-0"1"=1'-0"

AutoCAD SHX Text

3/8" PL BRKT W/4" FLG TYP

AutoCAD SHX Text

1/2" SNIPE

AutoCAD SHX Text 13x4x1/2" FP

AutoCAD SHX Text

5/8" PL W/6" FLG

AutoCAD SHX Text

5/8" PL W/6" FLG

AutoCAD SHX Text

1/2" PL W/6" FLG

AutoCAD SHX Text

1/2" PL W/6" FLG

AutoCAD SHX Text

1/2" PL W/6" FLG

AutoCAD SHX Text

1/2" PL BRKT W/ 4" FLG TYP

AutoCAD SHX Text

1/2" PL BRKT W/ 4" FLG TYP

AutoCAD SHX Text

TYP. SNIPE DETAIL SCALE: 6"=1'-0"

AutoCAD SHX Text

STIFFENER/GIRDER

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

DETAIL 5-34D SCALE: 1 1/2"=1'-0"

AutoCAD SHX Text

LONGL. BHD

AutoCAD SHX Text

1/2" PL BRKT W/ 4" FLG TYP

AutoCAD SHX Text

1/2" PL W/6" FLG

AutoCAD SHX Text

1/2" PL W/6" FLG

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

1/2" THK TB TYP

AutoCAD SHX Text

3/8" PL BRKT W/ 4" FLG TYP

AutoCAD SHX Text

Sheets and Views
TAI-SHT1

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