GR00114 - STEP ONE-_Part5.pdf
PDF 20 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 contracting agency is the Department of the Army Corps of Engineers Engineering District Omaha. The IFB provides details on the required concrete repair services, including a scheduled site visit on August 2nd at 0900. Relevant performance and technical specifications are likely included within the IFB. The IFB also specifies the response and award dates, as well as any applicable pricing terms, set-asides, or other salient contract information. Firms interested in bidding on this opportunity should carefully review the IFB for full details on the required products/services, submission requirements, and evaluation criteria.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid Abstract.pdf | ||
| W9128F24B0013A0003 Step Two Amendment.pdf | ||
| W9128F24B0013 Garrison Spillway Bridge Concrete Repairs Specs.pdf | ||
| W9128F24B0013 Amedment.pdf | ||
| GR00114 - STEP ONE-Part2.pdf | ||
| W9128F24B0013 Solicitation.pdf | ||
| GR00114 - STEP ONE -part-7.pdf | ||
| GR00114 - STEP ONEPart4.pdf | ||
| GR00114 - STEP ONE-Part3.pdf | ||
| GR00114 - STEP ONE Part1.pdf | ||
| GR00114 - STEP ONE part-6.pdf | ||
| W9128F24B0013 Garrison Spillway Bridge Concrete Repairs Specs.pdf |
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Text version
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REMOVE THE LEAD CAULK.
CONTRACTOR IS UNABLE TO
LOCATIONS WHERE THE
NOTIFY THE COR IF THERE ARE
REMOVAL REQUIREMENTS.
SPEC 02 83 00 FOR LEAD CAULK
CONCRETE INTERFACES. SEE
AT ALL METAL RAILING TO
REPLACE WITH JOINT SEALANT
REMOVE LEAD CAULK AND
LOCATION TO AS-BUILT CONDITIONS.
THE RAILING BRACKET AND RESTORE PIPE
GET IT UNSTUCK AND THEN SLIDE BACK INTO
THE METAL RAILING NEEDS TO BE TWISTED TO
AT THE CONCRETE INTERFACE OFF PICTURE.
THE METAL RAILING IS STUCK IN THE SLEEVE
CONCRETE INTERFACES.
RAILING NEAR ALL
AT BOTTOM OF METAL
DRILL 1/4" DRAINAGE HOLE
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
EPOXY COATING SYSTEM
WITH ALUMINUM PIGMENTED
METAL RAILING PIPE AND COAT
SAND BLAST AND BRUSH END OF
1'-3
1'-0"
LOCATION TO AS-BUILT CONDITIONS.
THE RAILING BRACKET AND RESTORE PIPE
GET IT UNSTUCK AND THEN SLIDE BACK INTO
THE METAL RAILING NEEDS TO BE TWISTED TO
AT THE CONCRETE INTERFACE OFF PICTURE.
THE METAL RAILING IS STUCK IN THE SLEEVE
DETAILS ON S-911).
CONDITIONS (SEE "BRIDGE RAILING"
BRACKET. MATCH AS-BUILT
REPLACE MISSING METAL RAILING
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 24 - REPAIR 6: TYPICAL LEAD CAULK AT METAL RAIL
PHOTO 26 - REPAIR 7: DISCONNECTED METAL RAIL IN SPAN 25
PHOTO 23 - REPAIR 5: PLAN SOUTH METAL RAIL CONNECTION AT MONOLITH 21 PHOTO 25 - REPAIR 7: DISCONNECTED METAL RAIL IN SPAN 7
PHOTO 27 - REPAIR 8: MISSING RAILING SUPPORT IN SPAN 15
| STRUCTURAL | |
| S-203 | REPAIR PHOTOS (1) |
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