LVI_LO_LO_MATERIALS_-_LAY_DOWN_EST_-_ALL_v4.pdf
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- Attached to
- Relocation of Large Vessel Interface (LVI) crane components Federal contract opportunity
- Solicitation number
- N00167-18-Q-0023
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Power Point in addition to Statement of Work
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Solicitation_Amendment_-_extension.pdf | ||
| PR_1300692565_Solicitation_N00167-18-Q-0023_LVI_Move.pdf | ||
| LVI_SOW_1.pdf |
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Text version
LVI COMPONENTS FOR LAY-DOWN AREA
Slide 3 Part Reference
MACRO Crane parts Dimension (LxWxH) [Feet] Weight Pcs Total Weight REMARKS
Crane house 33.2' x 12.2' x 15.1' 105,930 1 105,930 On ground Crane jib 53.2' x 14.5' x 17.4' 49,500 1 49,500 On ground Eccenter platform 42.7' x 13.5' x 12.5' 136,950 1 136,950 ~160k# actual w/ brgs / boom rest Jib support 9.5' x 13.5' x 1.5 inches 6,622 1 6,622 On ground Wrist 5' x 5' x 6' 5,227 1 5,227 On ground
MICRO Crane Parts Wrist Slew Joint 14' diameter 10,000 1 10,000 Stack on pedestals Lower Platform 20'x 8' x 5' 17,000 1 17,000 Stack on CAP Van Spreader 20' x 8' x 3' 13,500 1 13,500 Stack on 20' CONEX Spare Parts Outrigger 20'x8'x2' 1,500 1 1,500 Stack on 40' CONEX Spare Parts HPU w/ tank 20'x8'x10' 25,000 1 25,000 On ground Control Van 20'x8'x8' 40,000 1 40,000 On ground CONEX Spare Parts 40'x8'x8' 30,000 1 30,000 On ground CONEX Spare Parts 20'x8'x8' 12,000 1 12,000 On ground
Foundation Upper Pedestal 10' dia x42' 70,000 1 70,000 Large component Lower Pedestal 10' dia x 30' 56,000 1 56,000 Large component Base Unit Frame 40'x8'x4' (44") 27,400 2 54,800 Main Deck Frame 40'x8'x3' (30") 22,000 2 44,000 Spacer Frames 22'x8'x0.5' (6") 2,800 4 11,200
Picks 23 689,229
TON 307.7
STACKABLE
LIFT CRANE ACCESS AREA TO MINIMIZE HOIST ANGLE – HEAVY LIFT
Eccenter ~160,000# 40’ CONEX Spare Parts
30,000#
20’
CONEX
Spare Parts
12,000# w/ stacked Spreader 13,500#
20’ Control (CAP) Van 40,000# w/ stacked
Lower Platform 17,000#
20’ HPU
25,000# w/
500 gal Bio-Oil in Reservoir
Jib Support 6,600#
Crane Jib
49,500#
Crane House 106,000#
Base Unit Frame
27,400#
Base Unit Frame
27,400#
Main Deck Frame
22,000# Main Deck
Frame 22,000#
10’D x 30’L Lower Pedestal 56,000#
10’D x 42’L Upper Pedestal 70,000#
(4) Spacer Frames 2,800#
Stacked
~80’
40’
Rough Order Lay-Down Footprint Approximately 3200 ft2 Minimum
Near Scale
44”
44”
30”
30”
8’
14’
~18’
~40’
– RELOCATE TO JEB-LC LAY-DOWN AREA –
Submerged 34.5kV High Voltage Cables
NO SPUD BARGE
AMMO QUAY (Dwg details provided next slide) Mobile Crane(s) on Pier Working pier width: 44’ Outrigger loading levels on pier:
* Uniform Live Load: 500psf
* Maximum load Inter-pier pile cap (slab): 80Klbs
* Max load on Pile cap (12' centers): 133Klbs
Limitations to waterborne barge crane use in this area; no mooring bits – spud barge or other means of station keeping required
Close Up of Items Current Location
500 psf pressure load
Eccenter with Jib Rest
Eccenter
Jib Rest
If removal desired cut Jib Rest at its base
| LVI COMPONENTS FOR LAY-DOWN AREA�Slide 3 Part Reference |
| Rough Order Lay-Down Footprint�Approximately 3200 ft2 Minimum�Near Scale |
| Slide Number 3 |
| Slide Number 4 |
| Slide Number 5 |
| Eccenter with Jib Rest |
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