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  5. ›RFP 242-27-00003 Geotechnical Engineering, Construction Testing and…

Christopher Newport University·Virginia

RFP 242-27-00003 Geotechnical Engineering, Construction Testing and Inspection Services for Christopher Newport University

Closes 9/1/2026$150k – $500kRequest for Proposal
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Description

Christopher Newport University is seeking qualified firms to provide comprehensive geotechnical engineering services, including construction testing and inspection, to support campus development projects. The scope encompasses site investigations, soil and rock sampling, laboratory testing, geotechnical analysis, design recommendations, and on‑site construction inspection to ensure compliance with project specifications and safety standards. This contract offers an opportunity for firms with expertise in geotechnical investigations, laboratory analysis, and construction oversight to support a higher‑education institution’s infrastructure growth. • Perform field geotechnical investigations (borings, test pits, sampling). • Conduct laboratory testing (soil classification, compaction, permeability, etc.). • Provide engineering analysis, design recommendations, and on‑site inspection during construction. • Deliver detailed reports and documentation for each phase of work. • Coordinate with university project teams to meet schedule and quality requirements.

Attached files

The solicitation documents live at the source — open the bid source above to download them.

Contact

Denise Patesel

Key dates

Opened
7/29/2026
Closes
9/1/2026

Last updated

Details

Type
Request for Proposal
Industry
Civil Engineering
NAICS
541330
Solicitation №
RFP-125258

Budget estimate

$150,000 – $500,000

No contract value is disclosed. Based on typical university‑scale geotechnical engineering contracts—covering multiple site investigations, extensive laboratory testing, design, and on‑site inspection—a reasonable estimate ranges from $150,000 for a limited‑scope project up to $500,000 for a larger, multi‑phase campus development effort. The lower bound assumes a modest number of borings and limited testing, while the upper bound reflects extensive investigations, comprehensive reporting, and prolonged construction inspection.

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