Hickman Borings Drilling and Testing

Closed Solicitation Posted

Solicitation number
W912EQ26QA050
Agency
Responses due
Set-aside
No set-aside

Opportunity facts

NAICS code
541380 Testing Laboratories and Services
PSC
H999 Other Qc/Test/Inspect- Miscellaneous
Place of performance
Hickman, KY 42050
Points of contact
More information

Notice details come from SAM.gov. Updated .

About this opportunity

The Department of the Army Corps of Engineers, Memphis Engineering District, seeks to recover intact samples of cemented sand and gravel material from the bottom of the Mississippi River near Hickman, Kentucky, with proposals due October 12. The contractor shall execute river-based rotosonic borings and rock coring at designated coordinates to obtain specimens suitable for unconfined compressive strength testing, addressing prior sampling efforts that yielded disturbed material unsuitable for analysis.

Place of performance is Hickman, Kentucky. No set-aside applies. The NAICS code is 541380, Testing Laboratories and Services; the PSC code is H999, Other QC/Test/Inspect—Miscellaneous. The source indicates the solicitation has been amended to update the price schedule, though the revised pricing is not disclosed.

Notice text

2 versions

Update #2 · Latest ·

The purpose of this amendment is to update the price schedule. The objective of this contract is to recover intact samples of a cemented sand and gravel material located at the bottom of the Mississippi River near the town of Hickman, KY. Historical borings in the area have penetrated the cemented sand and gravel, but the resulting samples were too disturbed to provide specimens for unconfined compressive strength tests. To achieve the contract objectives, the Contractor shall execute river-based rotosonic borings and rock coring at the specific coordinates designated.

Update #1 ·

The objective of this contract is to recover intact samples of a cemented sand and gravel material located at the bottom of the Mississippi River near the town of Hickman, KY. Historical borings in the area have penetrated the cemented sand and gravel, but the resulting samples were too disturbed to provide specimens for unconfined compressivestrength tests. To achieve the contract objectives, the Contractor shall execute river-based rotosonic borings and rock coring at the specific coordinates designated.

On GovTribe

Work this opportunity

  • Track it in your pipeline
  • Find teaming partners
  • Similar opportunities
  • Ask GovTribe AI about this opportunity