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  4. ›B. Everett Jordan Concrete Pad for Picnic Shelter

U.S. Department Of Defense·North Carolina

B. Everett Jordan Concrete Pad for Picnic Shelter

Closes 8/28/2026$80k – $115kInvitation for Bid
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Description

The U.S. Army Corps of Engineers is seeking a qualified contractor to furnish all labor, materials, and equipment to install a 24‑10” × 34‑4” concrete pad with column foundations for a prefabricated picnic shelter at B. Everett Jordan Lake Tailrace Park, Moncure, NC. The work includes site preparation, excavation, sub‑base installation, reinforced concrete footings, a 4‑inch‑thick slab, electrical conduit placement, erosion control, safety fencing, and final cleanup. The contractor must begin within 30 days of award and complete all work, including final cleanup, within 75 days. All work must comply with USACE safety manuals, OSHA regulations, and environmental requirements, and the contractor must attend a pre‑work meeting and submit required safety and insurance documentation. • Location: B. Everett Jordan Lake Tailrace Park, Moncure, NC (USACE Wilmington District) • Scope: Complete concrete pad and column foundation installation, including excavation, sub‑base, reinforcement, conduit, and site safety measures • Period of Performance: Start ≤ 30 days after award; finish ≤ 75 days after award • Mandatory safety and environmental plans (ACCIDENT PREVENTION PLAN, erosion controls, etc.) • Required certifications, permits, and licensing at contractor’s expense • Payment upon satisfactory completion; invoicing to Elaine G. Wittry (email provided) • Contact: Sonny Smith (Primary)

Attached files

Contact

Sonny Smith

[email protected]

(910) 251-4493

Key dates

Opened
8/10/2026
Closes
8/28/2026
Duration
75 days

Last updated

Details

Type
Invitation for Bid
Industry
Construction
NAICS
238110
Solicitation №
PANSAD-26-P-0000-034385

Budget estimate

$80,000 – $115,000

Based on the size of the slab (≈ 852 ft²) plus four reinforced footings, sub‑base, formwork, excavation, conduit, safety fencing, and associated labor, a typical USACE concrete‑pad project of this scale costs roughly $80 k to $115 k. The low end assumes modest local labor rates and minimal unforeseen conditions; the high end reflects higher material prices, premium concrete mix specifications (3500 psi slab, 3000 psi footings), and the extensive safety/environmental documentation required.

AI estimate from the solicitation

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