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  5. ›Auburn Valley State Park Benge Road Sewer

State of Delaware NAT·Delaware

Auburn Valley State Park Benge Road Sewer

Closes 2/5/2026$2M – $5MInvitation for Bid
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Description

The project entails a design‑build effort to replace and upgrade sewer infrastructure at Auburn Valley State Park, including a new duplex grinder pump station, associated force‑main installation, and comprehensive site work. The contractor will be responsible for traffic management, erosion and sediment control, excavation (including contingent rock removal), concrete ballast for pump equipment, electrical service for the pump station, testing, start‑up, and delivery of operation & maintenance manuals. All work must comply with prevailing‑wage requirements, environmental controls, and vibration‑monitoring for adjacent historic structures. • Construct a duplex grinder pump station with metering manhole and a simplex grinder pump. • Install force‑main using open‑cut and directional‑drilling methods; minimum trench width 24 in. • Perform site restoration (driveway, state roadway, off‑roadway) and provide erosion‑sediment controls. • Provide electrical service (20 A, 240 V breaker, conduit, control panel) and complete de‑watering as required. • Conduct commissioning, training, and deliver O&M manuals; monitor vibration near museum structures.

Attached files

Contact

Shawn Heacock(Procurement Contact)

[email protected]

(302) 504-8986

Key dates

Opened
12/19/2025
Questions due
1/30/2026
Pre-bid meeting
1/13/2026Mandatory
Closes
2/5/2026
Duration
365 days

Last updated

Details

Type
Invitation for Bid
Industry
Construction
NAICS
237110
Solicitation №
NAT25828-AVSPSEWER

Budget estimate

$2,000,000 – $5,000,000

No contract value is disclosed. Based on comparable municipal pump‑station projects in Delaware (typical range $2 M–$5 M for a duplex grinder pump, force‑main, site restoration, and associated civil/electrical work), the total contract award is likely between $2 million and $5 million. Factors influencing the final amount include site conditions (rock excavation), length of force‑main, concrete ballast requirements, and prevailing‑wage labor rates.

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