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This Solicitation opportunity from Florida was posted on June 29, 2026. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

Eglin Parkway Lift Station Replacement

Closed
ITB WS 67-26State & Local

Contract Overview

Solicitation details, issuing organization, response deadlines, documents, and interested companies for this government contract opportunity.

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NAICS: 237990
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Commonwealth of Pennsylvania - Department of Conservation and Natural Resources

POSTED

about 11 hours ago

DEADLINE

in 16 days
NAICS: 237990
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City of Garden Grove

POSTED

about 12 hours ago

DEADLINE

in 24 days

AI Contract Overview

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The project involves replacing the Eglin Parkway Lift Station with a new corrosion-proof polymer concrete precast wet well installed using the caisson method and a tremie pour for the bottom seal. Site preparation includes clearing, grubbing, and implementing erosion and sedimentation controls, followed by excavation for the wet well shaft. The wet well sections will be assembled, sealed with retainer straps and watertight joints, then capped with a tremie pour concrete seal and a secondary pour forming a chamfered bottom. Buoyancy calculations and watertightness testing are required to ensure structural integrity and performance, with backfilling completed afterward. The scope also includes furnishing and installing two 34 HP submersible pumps rated as heavy duty, explosion proof, and non-clog, along with base elbows, stainless steel discharge piping, a guide rail system, and a fully integrated pump control panel. All appurtenances and associated work must be completed in strict accordance with the provided plans and contract documents to ensure compliance and functionality. The contract is issued under solicitation number ITB WS 67-26 by the Water and Sewer agency in Florida, with the office located in Crestview. Responses are due by July 29, 2026, and the placement is within the state of Florida. Point of contact for technical inquiries is Kevin Brandewie, Engineer II, and for purchasing matters, DeRita Mason, Purchasing Manager. The project falls under a state and local government initiative with no specific set-aside designation indicated, and all work must adhere to the technical requirements and design specifications outlined in the associated plans and contract documentation.

General Info

Replace Eglin Parkway Lift Station with polymer concrete wet well, install two heavy-duty submersible pumps and control panel, comply with plans.

Documents

4

Eglin Parkway Lift Station 591 Replacement Engineering Plans June 2026

PDF, High priority: read this firstspecifications
High

Geotech Report - Eglin Parkway Lift Station 591 Replacement

PDF, High priority: read this firstgeotechnical-report
High

ITB WS 73 Eglin Lift Station Technical Specifications

PDF, High priority: read this firstitb
High

ITB WS 73-XX 26 Wet Well Material and Installation for Eglin Lift Station Replacement

PDF, High priority: read this firstitb
High

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Timeline

PhaseClosed
Posted

Solicitation

Response Deadline

Deadline has passed

Submission Closed

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Organization & Contact Information

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AgencyFlorida → Water and Sewer
Contacts2 people available
OfficeCrestview, FL, 32531, USA
Organization / AgencyFlorida → Water and Sewer
Office AddressCrestview, FL, 32531, USA
Contacts
Kevin BrandewieEngineer II
DeRita MasonPurchasing Manager

Interested Companies (16)

Talcon GroupTallahassee, FL
Lincoln Surety GroupSarasotat, FL
GcucPanama City, FL

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Full Description

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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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