JHK RIGHT WING DIKE SOIL SAMPLING

Solicitation / RFP / RFQ

This document is a combined synopsis/solicitation for soil sampling services at the John H. Kerr Dam Right Wing Dike. The government is procuring geotechnical soil testing and reporting, along with associated lab fees and supplies.

• Geotechnical soils testing and reporting.

• Lab fees and supplies.

• Contract type: Firm Fixed Price.

• Period of Performance: 77 Calendar Days from the date of lead time event to completion of performance.

• Solicitation Issue Date: March 30, 2026.

• Offer Due Date: April 14, 2026, by 2:00 PM.

• Evaluation will be based on the lowest price that is technically acceptable.

• Offerors must be registered in SAM.gov and have no active or inactive exclusions.

• Offerors must demonstrate competency in specific laboratory analyses, including but not limited to ASTM D6913, D4318, D2216, D2974, D2434, and D5084.

• Offerors must submit proof of prior experience with at least two (2) and no more than five (5) relevant contracts/projects completed within the last three (3) years. Government contracts are preferred but not required.

• This acquisition is unrestricted.

• NAICS Code: 541380 (Testing Laboratories).

• Size Standard: Not specified, but implies a small business set-aside is not in effect.

• The document incorporates various FAR and DFARS clauses by reference.

• A Statement of Work (SOW) is attached and referenced as document identifier 0001.

Statement of Work (SOW)

To perform geotechnical and environmental soils laboratory testing for the John H. Kerr Dam Right Wing Dike Toe Drain Replacement project.

• Conduct specific ASTM-standard soil tests, including:

  • ASTM D6913: Particle-Size Distribution (Sieve Analysis) for up to 101 samples.
  • ASTM D4318: Liquid Limit, Plastic Limit, and Plasticity Index for up to 101 samples.
  • ASTM D2216: Water (Moisture) Content for up to 20 samples.
  • ASTM D2974: Moisture, Ash, and Organic Matter for up to 5 samples.
  • ASTM D2434: Hydraulic Conductivity of Coarse-Grained Soils (Constant or Falling Head) for up to 20 samples.
  • ASTM D5084: Hydraulic Conductivity of Fine-Grained Soils (Constant or Falling Head) for up to 20 samples.

• Testing will be performed on sandy silts and sandy clay soils collected from the John H. Kerr Dam Right Wing Dike area.

• USACE personnel will deliver soil samples to the Contractor's lab.

• All work must be completed within 70 calendar days of sample receipt by the lab.

• Testing must be conducted by a USACE-validated lab in accordance with ASTM methods.

• The Contractor must maintain a submittal timeline as outlined in Table 2.

• Period of Performance: 70 calendar days from sample receipt.

• Location of samples: Vicinity of the John H. Kerr Dam Right Wing Dike, near Boydton, VA.

• Personnel: Qualified personnel and equipment are required.

• Direction: All directions must come from the Wilmington District Contracting Officer (KO) or designee. Any changes to the SOW must be in writing from the KO.

• Coordination: The Contracting Officer's Representative (COR) is Mr. Walter T. Haven, P.G. The technical POC is Mr. Kelley Kaltenbach, P.G. A weekly email update on contract progress is required.

• Submittals: Work is phased. Submittals include raw lab data and a cumulative Draft Lab Report, followed by a Final Lab Report. Digital copies of the Final Report are required.

• Security: Compliance with Anti-Terrorism and Operations Security (ATOPSEC) requirements, including general security guidance and pre-screening candidates using E-Verify, is mandatory.

• Payment: Invoices are submitted after work completion and are subject to KO and COR verification. USACE pays only for completed tests.