Eglin Parkway Lift Station Replacement

Closed State & local contract opportunity

Solicitation number
ITB WS 67-26
State
Florida
Responses due

Opportunity facts

Jurisdiction
Point of contact

Opportunity details come from procurement.opengov.com. Updated .

About this opportunity

Okaloosa County, Florida is requesting bids on the Eglin Parkway Lift Station Replacement project, with bids due July 29, 2026. The scope encompasses site preparation, installation of a corrosion-proof polymer concrete precast wet well using the caisson method with tremie pour bottom seal, and furnishing and installation of two approximately 34 horsepower submersible, heavy-duty, explosion-proof, non-clog sewer pumps.

Wet well work includes clearing and grubbing, erosion and sedimentation control, excavation for a shaft extending approximately 26 feet below existing grade, assembly and sealing of precast sections with retainer straps and watertight joints, tremie seal concrete pour, secondary bottom pour with chamfered edges, buoyancy calculations, watertightness testing, and backfilling. The geotechnical report (dated April 30, 2026) documents subsurface conditions suitable for construction: 11 inches of topsoil over sand to 46 feet depth, with groundwater at 6 feet below grade requiring dewatering outside the excavation. Backfill requires well-graded crushed stone where loose soils are encountered, with compaction verification through in-place nuclear density testing. The report recommends on-site involvement of a geotechnical engineer during construction.

Pump installation includes base elbows, stainless steel discharge piping, guide rail system, pump control panel, and all appurtenances. The lift station will be located approximately 70 feet northwest of the existing generator building along the south side of Eglin Parkway (SR 85) in Fort Walton Beach. Bidders must comply with all contract documents, plans, and specifications. No estimated contract value, contract term, incumbent information, set-asides, preferences, evaluation criteria, or question deadline is stated in the source materials.

Opportunity text

The Project consists of site preparation, furnishing, and installation of a corrosion-proof polymer concrete precast wet well using the caisson method with tremie pour for the bottom seal. The scope includes clearing and grubbing the site, installing erosion and sedimentation controls, excavating for the wet well shaft, assembling and sealing wet well sections with retainer straps and watertight joints, pouring the tremie seal concrete, installing the secondary pour for the wet well bottom with chamfered edges, and conducting buoyancy calculations, watertightness testing, and backfilling. Additionally the scope include furnishing and installing two (2) ~34 HP submersible, heavy duty, explosion proof, non-clog sewer pumps, base elbows, stainless steel discharge piping and guide rail system; pump control panel, and all other appurtenances and related work required to complete the Work in accordance with the attached plans and specifications. The work is further defined as shown on the Plans and as described by the Contract Documents.

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