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  4. ›Harry S Truman Culvert Rehabilitation/ Repair

U.S. Department Of Defense·Missouri

Harry S Truman Culvert Rehabilitation/ Repair

Closes 9/12/2026$500k – $1.5MRequest for Quotation
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Description

The U.S. Army Corps of Engineers Kansas City District is seeking a qualified contractor to rehabilitate corrugated metal pipe culverts at the Harry S. Truman Dam in Warsaw, Missouri. The work involves installing UV‑cured cured‑in‑place pipe (UV‑CIPP) liners, flared end sections, minimal grading, and all related labor, equipment, and materials on a firm‑fixed‑price basis. The contract will be awarded to a small‑business‑set‑aside vendor, with a performance period of approximately 180 calendar days from notice to proceed. • Scope: UV‑CIPP liner installation in existing CMP culverts, flared end sections, inlet/outlet grading, incidental work. • Contract type: Firm‑Fixed‑Price, 100 % small‑business set‑aside. • Estimated performance period: 180 days. • Minimum of three quotations required; solicitation will be issued directly (no SAM posting). • Contractor must provide all labor, equipment, materials (except government‑furnished items) and comply with all environmental regulations. • Primary point of contact: Contract Specialist Evan Oathout (email & phone provided).

Attached files

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

Contact

Evan Oathout(Contract Specialist)

[email protected]

(816) 389-2028

Key dates

Opened
8/28/2026
Closes
9/12/2026
Duration
180 days

Last updated

Details

Type
Request for Quotation
Industry
Construction
NAICS
237310
Solicitation №
W912DQ26QA066

Budget estimate

$500,000 – $1,500,000

No contract value is disclosed. Based on typical costs for UV‑CIPP rehabilitation of multiple culverts at a dam site, a 180‑day, small‑business‑set‑aside contract could range from roughly $0.5 million for a modest number of culverts to $1.5 million if the scope includes many units, extensive grading, and additional environmental mitigation. Factors influencing the final amount include the number and size of culverts, material costs for UV‑CIPP liners, equipment mobilization, and any unforeseen site conditions.

AI estimate from the solicitation

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