G-P Supply Contract_FINAL.pdf
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- Solicitation number
- AG-0489-S-10-0237
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| File | Type | Posted |
|---|---|---|
| fp-03usc.pdf | ||
| G-P Supply Contract_FINAL.pdf | ||
| fp-03usc-all.zip | ZIP file | |
| Solicitation Bridge Purchases.docx | DOCX document | |
| Supplemental Specifications Final.docx | DOCX document |
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Text version
CT Nov-09
CT Dec-09
MJ Dec-09 Supply Contract Drawings.dwg 2 14
LSQ = Lump Sum Quantity
PREFABRICATED MODULAR STEEL BRIDGE, DAVIS CREEK, 72' LONG57101A Lump SumLSQ 1
PREFABRICATED MODULAR STEEL BRIDGE, SILVER CREEK, 88' LONG57101B Lump SumLSQ 1
PREFABRICATED MODULAR STEEL BRIDGE, WILLAME CREEK, 88' LONG57101C Lump SumLSQ 1
PREFABRICATED MODULAR STEEL BRIDGE, LANGILLE, 104' LONG57101D Lump SumLSQ 1
PREFABRICATED MODULAR STEEL BRIDGE, E. CANYON CREEK, 72' LONG57101E Lump SumLSQ 1
PREFABRICATED MODULAR STEEL BRIDGE, E. CANYON CREEK #2, 72' LONG57101F Lump SumLSQ 1
PREFABRICATED MODULAR STEEL BRIDGE, CRATER CREEK, 52' LONG57101G Lump SumLSQ 1
PREFABRICATED MODULAR STEEL BRIDGE, COMPASS CREEK, 52' LONG57101H Lump SumLSQ 1
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MJ Dec-09 Supply Contract Drawings Panels.dwg 3 14
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MJ Dec-09 Supply Contract Drawings Panels.dwg 4 14
B
A
B
A
A
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MJ Dec-09 Supply Contract Drawings Panels.dwg 5 14
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MJ Dec-09 Supply Contract Drawings Panels.dwg 6 14
B
B
A
A
A
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MJ Dec-09 Supply Contract Drawings Panels.dwg 7 14
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MJ Dec-09 Supply Contract Drawings Panels.dwg 8 14
G
A
A
G
G
G H
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MJ Dec-09 Supply Contract Drawings.dwg 9 14
"C-CLIP" OPTION STEEL CLIP OPTION
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MJ Dec-09 Supply Contract Drawings.dwg 10 14
A
A
A
A
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CT Jan-10
MJ Dec-09 Supply Contract Drawings.dwg 11 14
A
A
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MJ Dec-09 Supply Contract Drawings Bridge Rail.dwg 12 14
BRIDGE RAIL POST ASSEMBLY
A
A
B
B
ELEVATION ELEVATION
PLAN SECTION
SECTION A-A
SECTION B-B
POST 1 W6 x 12 x 3'- 6 3/4" with Post Plate and Stiffeners
POST BLOCK 1 W6 x 12 x 1' - 3 5/8"
CAP RAIL ANGLE 2 L 3 1/2 x 3 1/2 x 5/16 x 0'- 4 5/8"
BOTTOM PLATE
WASHER
1 Bar 4" x 1/2" x 0' - 5 1/2"
TOP DECK PLATE
ASSEMBLY
1 Plate 1/2" x 14" x 2'-8" w/ Post Connection Plate and stiffeners
BOTTOM DECK
PLATE ASSEMBLY
1 Plate 1/2" x 14" x 2'-8" w/ Post Connection Plate and stiffeners
SQUARE WASHER 2 Bar 2-1/8" x 1/4" x 0'-2 1/8"
SHEAR PLATE 16 4"Ø for 7/8"Ø Bolts
7/8"Ø x 7-3/4" BOLT 8 A307; w/ Nut and Washer
7/8"Ø x 2-7/8" BOLT 2 A325; w/ Nut
5/8"Ø x 2-1/2" BOLT 2 A325; w/ Nut and Washer
5/8"Ø x 2-1/4" BOLT 2 A325; w/ Nut and Washer
5/8"Ø x 1-5/8" BOLT 4 A325; w/ Nut and Washer
5/8"Ø x 1-3/4" BOLT 4 Dome Head; w/ Nut and Washer
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MJ Dec-09 Supply Contract Drawings Bridge Rail.dwg 13 14
BRIDGE RAIL POST
typ
A A
B B
SECTION B-B
SECTION A-A
POST BLOCK
CAP RAIL ANGLE
BOTTOM PLATE WASHER SQUARE WASHER
TOP DECK PLATE ASSEMBLY
BOTTOM DECK PLATE ASSEMBLY
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MJ Dec-09 Supply Contract Drawings Bridge Rail.dwg 14 14
ELEVATION
PLAN
SECTION THRU POST
CAP RAIL CONNECTION
PLAN
SECTION THRU POST
CAP RAIL SPLICE
PLAN
CAP RAIL TRANSITION SECTION
CAP RAIL TERMINATOR ASSEMBLY
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