GR00114 - STEP ONE-Part2.pdf
PDF 26 MB Posted
- Attached to
- Garrison Project Spillway Bridge Concrete Repairs Federal contract opportunity
- Solicitation number
- W9128F24B0013
About this file
This document appears to be an Invitation for Bid (IFB) for the Garrison Project Spillway Bridge Concrete Repairs contract. The solicitation number is W9128F24B0013, and the procuring agency is the Department of the Army Corps of Engineers Engineering District Omaha.
The IFB requires contractors to perform concrete repairs on the spillway bridge at the Garrison project site. A site visit is scheduled for August 2, 2023 at 9:00 AM. The contract type is not specified. No other details about the required products, services, or performance work statement are provided in this document.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid Abstract.pdf | ||
| W9128F24B0013 Garrison Spillway Bridge Concrete Repairs Specs.pdf | ||
| W9128F24B0013A0003 Step Two Amendment.pdf | ||
| W9128F24B0013 Amedment.pdf | ||
| GR00114 - STEP ONE part-6.pdf | ||
| W9128F24B0013 Garrison Spillway Bridge Concrete Repairs Specs.pdf | ||
| GR00114 - STEP ONE -part-7.pdf | ||
| GR00114 - STEP ONE-_Part5.pdf | ||
| GR00114 - STEP ONEPart4.pdf | ||
| GR00114 - STEP ONE-Part3.pdf | ||
| GR00114 - STEP ONE Part1.pdf | ||
| W9128F24B0013 Solicitation.pdf |
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Text version
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APPROXIMATE SAW CUT LINES
(SEE PHOTO 2 FOR EXTENTS)
CONCRETE PARAPET FULL-WIDTH
REMOVE AND REPLACE 8"
CONCRETE PARAPET FULL-WIDTH
REMOVE AND REPLACE 8"
APPROXIMATE SAW CUT LINES
CONCRETE PARAPET
INCLUDED IN NEW
CONSTRUCTION JOINT BE
AND PLACE REPAIR MATERIAL
TENSIONED GROUT POCKET
REMOVE GROUT AT POST-
REPAIR FOR BIDDING PURPOSES.
ASSUME A 3 FT X 3 FT FULL-DEPTH
CONSTRUCTION REPRESENTATIVE.
THE FIELD WITH THE GOVERNMENT'S
EXTENTS SHALL BE COORDINATED IN
THIS REPAIR ARE ROUGH AND REPAIR
SIDEWALK SPALL REPAIR. EXTENTS OF
PIGMENTED EPOXY COATING SYSTEM
OVERCOAT WITH ALUMINUM
BRUSH REMOVED PIPE AND
REINSTALL METAL BRIDGE RAIL.
TEMPORARILY REMOVE AND
DURING REPAIR
PROTECT PIPE
POCKET LIMITS
APPROXIMATE GROUT
SEE G15/S-500 FOR DIMENSIONS.
DIRECTLY BENEATH PARAPET.
REMOVE PORTION OF SIDEWALK
'-8
6"
1'-6"
12'-0"
2'-0"
DURING REPAIR
PROTECT PIPE
DURING REPAIR
PROTECT PIPE
DURING REPAIR
PROTECT PIPE
POCKET LIMITS
APPROXIMATE GROUT
POCKET LIMITS
APPROXIMATE GROUT
POCKET LIMITS
APPROXIMATE GROUT
(1'-3" X 1'-6" X 6")
AND PLACE REPAIR MATERIAL
TENSIONED GROUT POCKET
REMOVE GROUT AT POST-
(1'-3" X 1'-6" X 6")
AND PLACE REPAIR MATERIAL
TENSIONED GROUT POCKET
REMOVE GROUT AT POST-
(1'-3" X 1'-6" X 6")
AND PLACE REPAIR MATERIAL
TENSIONED GROUT POCKET
REMOVE GROUT AT POST-
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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PHOTO 1 - REPAIR 1: UPSTREAM BRIDGE PARAPET IN SPAN 31 PHOTO 2 - REPAIR 1: UPSTREAM BRIDGE PARAPET IN SPAN 31
PHOTO 6 - REPAIR 2: SECOND GROUT POCKET AT MONOLITH 17
PHOTO 3 - REPAIR 2: FIRST GROUT POCKET AT MONOLITH 6
PHOTO 5 - REPAIR 2: FIRST GROUT POCKET AT MONOLITH 17PHOTO 4 - REPAIR 2: FIRST GROUT POCKET AT MONOLITH 16
| STRUCTURAL | |
| S-200 | REPAIR PHOTOS (1) |
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