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UOSA IFB 27-02 P2NR+ Construction

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IFB-127048State & Local

Contract Overview

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

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The Upper Occoquan Service Authority is soliciting bids for the UOSA IFB 27-02 P2NR+ Construction project at the Millard H. Robbins, Jr. Regional Water Reclamation Plant in Centreville, Virginia. This project focuses on nitrogen management process improvements and various renewal and replacement upgrades. Key technical scopes include replacing eight screw pumps at Primary Effluent Lift Stations, upgrading RAS pumps at Station 9/1, improving cyclone settleability at Selector Basins, and replacing secondary clarifier mechanisms for units 6/5 and 6/6. Additional work involves replacing electrical equipment in Load Centers 1 and 8, installing a new primary sludge pump at Station 54/2, and performing general improvements across aeration basins, pipe galleries, and various pump stations. Interested parties must submit responses by October 22, 2026, for this SLED organization solicitation.

General Info

UOSA IFB 27-02: nitrogen management and equipment upgrades at Robbins Plant by October 2026.

Agency

Virginia → Upper Occoquan Service AuthorityView Agency

NAICS

237990 - Other Heavy and Civil Engineering ConstructionView NAICS

Place of Performance

14631 Compton Rd, Centreville, VA 20121, VA, USA

Set-Aside

NONE

Documents

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Timeline

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Organization & Contact Information

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AgencyVirginia → Upper Occoquan Service Authority
Contacts1 person available
OfficeN/A
Organization / Agency
Virginia → Upper Occoquan Service Authority
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Office AddressN/A

Full Description

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The project generally consists of nitrogen management process improvements and complementary Renewal and Replacement (R/R) improvements at the Millard H. Robbins, Jr. Regional Water Reclamation Plant (RWRP). Major work includes replacement of eight (8) screw pumps at Primary Effluent Lift Stations (PELS) 55/1 and 55/2; upgrade of two (2) RAS pumps and increased pumping capacity at RAS Pump Station 9/1; and cyclone/settleability improvements at Selector Basins 56/1– 56/3 and 56/4–56/7; replacement of secondary clarifier mechanisms for Secondary Clarifiers 6/5 and 6/6; replacement of electrical equipment in Load Center No. 1 and Load Center No. 8; replacement of a primary sludge pump in Primary Sludge Pump Staton 54/2; and other R/R improvements associated with the Primary Effluent Pump Stations, Aeration Basins, Secondary Clarifiers, Return Activated Sludge Pump Stations, Secondary Effluent Collection Box, Primary Sludge Pump Stations, Selector Basins and associated pipe galleries, Biofoam Pump Station, Secondary Clarifier Dewatering Pump Station, Aeration Basin Dewatering Pump Station Valve Vault, Mixed Liquor Splitter Box, Load Center No. 1, Load Center No. 8, Blower Building, and miscellaneous site piping and site electrical items.

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