LD2&3 Concrete Testing
Closed Solicitation Posted
This opportunity was awarded. See the award notice from .
- Solicitation number
- W912ES25Q0017
- Agency
- ENDIST St Paul US Army Corps of Engineers, Department of Defense
- Responses due
- Set-aside
- No set-aside
Opportunity facts
- NAICS code
- 541380 Testing Laboratories and Services
- Place of performance
- Hastings, Minnesota 55033, United States
- Points of contact
-
- Sharon M. Frank-Scheierl sharon.m.frank-scheierl@usace.army.mil (651) 290-0518
- Roberta Just roberta.l.just@usace.army.mil (651) 290-5375
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 Lock and Dam (LD) sites 2 and 3. The primary objective is to conduct a comprehensive concrete testing project that involves vertically drilling and extracting eight 4-inch diameter cores at each site. The contractor will be required to perform full petrographic analysis on two cores at each site and complete compressive strength testing on 10 cores. All testing results must be compiled into a detailed report and submitted to the District Concrete Materials Engineer within 90 days of contract award. The solicitation (ID: W912ES25Q0017) was posted on November 22, 2024, with proposals due by December 2, 2024, at 10:00 AM Central Time. The evaluation criteria are not explicitly detailed in the provided documentation, but will likely focus on technical capabilities, laboratory expertise, and ability to meet the specific testing and reporting requirements.
The contract is not designated with any specific set-aside classification and will be performed in Hastings, MN 55033. The project falls under the Testing Laboratories and Services NAICS category (541380) and the Equipment and Materials Testing - Nonmetallic Fabricated Materials PSC category (H293). While specific budget ranges are not provided, the scope involves precise technical work including drilling, core extraction, laboratory analysis, and comprehensive reporting. The contract requires the extraction of 16 total core samples (8 from each LD site), with specific depth requirements and detailed testing protocols. The timeline is relatively compressed, with all testing, analysis, and reporting to be completed within 90 days of contract award, indicating the government's desire for rapid turnaround and comprehensive technical assessment of the concrete condition at these critical infrastructure sites.
Notice text
2 versions
Update #2 · Latest ·
The purpose of this Amendment is to include verbiage in the scope of work and in Clause 52.212-2, Evaluations. The following informatio has been included in the scope of work and within the Evaluation clause.
" All lab testing must be accomplished via a certified U.S. Army Engineer Research and Development Center. The most current list of registries can be located at https://mtc.erdc.dren.mil/map.aspx."
Clause 52.212-2, Evaluations has been updated to include technical evalaution.
The response date remains the same.
The contractor will 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 ·
The contractor will 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 |
|---|---|---|
| W912ES25Q001701_Amendment.pdf | ||
| W912ES25Q0017 Solicitation LD2 and 3 Concrete Condition Testing.pdf | ||
| LD2_UGW_Coring_Reference_Drawings_Part2.pdf | ||
| LD2_UGW_Coring_Reference_Drawings_Part3.pdf | ||
| LD3_UGW_Coring_Reference_Drawings.pdf | ||
| LD2_UGW_Coring_Reference_Drawings_Part1.pdf |
Notice history
| Notice | Type | Posted |
|---|---|---|
| LD2&3 Concrete Testing | Award Notice | |
| LD2&3 Concrete Testing | Solicitation |
On GovTribe
Work this opportunity on GovTribe
- Track it in your pipeline
- Find teaming partners
- Similar opportunities
- Ask GovTribe AI about this opportunity