LD 2 & 3 Concrete Condition Testing
Cancelled Solicitation Posted
- Solicitation number
- W912ES25Q0013
- Agency
- ENDIST St Paul US Army Corps of Engineers, Department of Defense
- Responses due
- Set-aside
- Total Small Business
Opportunity facts
- NAICS code
- 541380 Testing Laboratories and Services
- Place of performance
- Hastings, Minnesota 55033, United States
- Points of contact
-
- Roberta Just roberta.l.just@usace.army.mil (651) 290-5375
- Sharon Frank-Scheierl sharon.m.frank-scheierl@usace.army.com (651) 290-0518
Notice details come from SAM.gov. Updated .
About this opportunity
The Department of the Army Corps of Engineers, Engineering District St Paul, is seeking a contractor to investigate and evaluate the interior concrete condition of the upper guide walls at Locks and Dams 2 and 3 along the Mississippi River. The contractor will be required to vertically drill and extract eight 4-inch diameter cores at each site, complete lab testing that includes petrographic analysis and compressive strength testing, and compile the results into a report to be submitted within 90 days of contract award. The contract award will be made to the responsible offeror whose quote, conforming to the solicitation, will be most advantageous to the government, with price as the sole evaluation factor. The solicitation has a due date of November 13, 2024.
This contract opportunity is set aside for small businesses. No incumbents or current contractors are named. The estimated value or budget range is not provided. The contract requires the delivery of 16 core samples and a final report within 90 days, with the work to be performed in Hastings, Minnesota.
Notice text
3 versions
Update #3 · Latest ·
Amendment 2 is to include a site visit.
Amendment 1 is to include a question & answer section.
This contract is to investigate and evaluate the interior concrete condition of the upper guide walls at LDs 2 & 3. The contractor will vertically drill and extract eight (8) – 4 inch diameter cores at each site, to a depth indicated within the Scope of Work, from LD 2 & 3. Contractor shall complete lab testing that includes inspection and documentation of each sample, full petrographic analysis of two cores at each site, and compressive strength testing of 10 cores. The results shall be compiled into a report, submitted to the District Concrete Materials Engineer within 90 days of contract award.
Update #2 ·
Amendment 1 is to include a question & answer section.
This contract is to investigate and evaluate the interior concrete condition of the upper guide walls at LDs 2 & 3. The contractor will vertically drill and extract eight (8) – 4 inch diameter cores at each site, to a depth indicated within the Scope of Work, from LD 2 & 3. Contractor shall complete lab testing that includes inspection and documentation of each sample, full petrographic analysis of two cores at each site, and compressive strength testing of 10 cores. The results shall be compiled into a report, submitted to the District Concrete Materials Engineer within 90 days of contract award.
Update #1 ·
This contract is to investigate and evaluate the interior concrete condition of the upper guide walls at LDs 2 & 3. The contractor will vertically drill and extract eight (8) – 4 inch diameter cores at each site, to a depth indicated within the Scope of Work, from LD 2 & 3. Contractor shall complete lab testing that includes inspection and documentation of each sample, full petrographic analysis of two cores at each site, and compressive strength testing of 10 cores. The results shall be compiled into a report, submitted to the District Concrete Materials Engineer within 90 days of contract award.
Attachments
| File | Type | Posted |
|---|---|---|
| 25Q0013 Amendment 2.pdf | ||
| 25Q0013 Amendment 1.pdf | ||
| LD2_UGW_Coring_Reference_Drawings_Part2.pdf | ||
| LD3_UGW_Coring_Reference_Drawings.pdf | ||
| LD2_UGW_Coring_Reference_Drawings_Part1.pdf | ||
| W912ES25Q0013 Solicitation LD2 and 3 Concrete Core Sampling and Testing.pdf | ||
| LD2_UGW_Coring_Reference_Drawings_Part3.pdf |
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