GR00114 - STEP ONEPart4.pdf
PDF 41 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, Solicitation Number W9128F24B0013. The contract is being issued by the Department of the Army Corps of Engineers Engineering District Omaha. Key details include:
The IFB is for concrete repair work on a spillway bridge as part of the Garrison Project. A site visit is scheduled for August 2nd at 9:00 AM. The contract is being solicited as an Invitation for Bid, which indicates it will be awarded to the lowest responsive and responsible bidder. No other specifics are provided regarding the products, services, pricing terms, set-asides, or incumbents. This appears to be the main body of the IFB document without any additional attachments or appendices.
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-Part2.pdf | ||
| W9128F24B0013 Solicitation.pdf | ||
| GR00114 - STEP ONE -part-7.pdf | ||
| GR00114 - STEP ONE-_Part5.pdf | ||
| GR00114 - STEP ONE-Part3.pdf | ||
| GR00114 - STEP ONE Part1.pdf |
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Text version
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SAW CUT LINES
APPROXIMATE
APPROXIMATE SAW CUT LINES
APPROXIMATE SAW CUT LINES
BY THE CONTRACTOR TO REMOVE.
WILL LIKELY REQUIRE SOME EFFORT
STUCK TO THE METAL RAILING AND
THAT THE PIPE SLEEVE IS LIKELY
EPOXY COATING SYSTEM. NOTE
COAT WITH ALUMINUM PIGMENTED
PLATE FOR METAL RAILING AND
REPLACE STEEL SLEEVE AND END
REMOVE DEBRIS FROM EXPANSION JOINT
EXPANSION JOINT
REMOVE DEBRIS FROM
EPOXY COATING SYSTEM
WITH ALUMINUM PIGMENTED
METAL RAILING PIPE AND COAT
SAND BLAST AND BRUSH END OF
2'- 0"
EXPANSION PLATE
CONCRETE BENEATH
INCLUDE DETERIORATED
EXTEND REPAIR TO
EXPANSION PLATE
CONCRETE BENEATH
INCLUDE DETERIORATED
EXTEND REPAIR TO
9"
3'- 8"
1'- 3"
9"
CONSTRUCTION JOINTS
SIDEWALK BETWEEN
REMOVE AND REPLACE
BRACING FOR PARAPET
PROVIDE TEMPORARY
9'-6"
4' -3
DURING REPAIR
PROTECT PIPES
(1'-3" X 1'-6" X 6")
AND PLACE REPAIR MATERIAL
TENSIONED GROUT POCKET
REMOVE GROUT AT POST-
POCKET LIMITS
APPROXIMATE GROUT
CUT LINES
APPROXIMATE SAW
1'-6"
9"
'-0
1'-0" 1'-0
2'-3"
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ASPHALT OVERLAY
THE BRIDGE DECK HAS AN ASPHALT OVERLAY
THE BRIDGE DECK HAS AN
ASPHALT OVERLAY
THE BRIDGE DECK HAS AN
PHOTO 15 - REPAIR 2: FIRST GROUT POCKET AT MONOLITH 29
PHOTO 19 - REPAIR 4: PLAN NORTH SIDEWALK IN SPAN 20 PHOTO 20 - REPAIR 4: PLAN NORTH SIDEWALK IN SPAN 25
PHOTO 16 - REPAIR 3: UPSTREAM SIDEWALK IN SPAN 21
PHOTO 21 - REPAIR 4: PLAN NORTH SIDEWALK IN SPAN 27
PHOTO 17 - REPAIR 4: WEST ABUTMENT PLAN SOUTH SIDEWALK
PHOTO 22 - REPAIR 5: PLAN SOUTH METAL RAIL CONNECTION AT MONOLITH 16
PHOTO 18 - REPAIR 4: PLAN NORTH PARAPET AT PIER OVER MONOLITH 9
ASPHALT OVERLAY
THE BRIDGE DECK HAS AN
ASPHALT OVERLAY
THE BRIDGE DECK HAS AN
| STRUCTURAL | |
| S-202 | REPAIR PHOTOS (1) |
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