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Discover Opportunities months before the RFP drops
Learn more →Discover Opportunities months before the RFP drops
Learn more →Works include approx. 500 LF of 10" HDPE water line installed by HDD (in rock); 450 LF of 8" DIP water line; 20 LF of concrete sidewalk & curb repair; 100 rock excavation. See outside link.
Posted Date
Dec 8, 2025
Due Date
Jan 15, 2026
Release: Dec 8, 2025
Close: Jan 15, 2026
Works include approx. 500 LF of 10" HDPE water line installed by HDD (in rock); 450 LF of 8" DIP water line; 20 LF of concrete sidewalk & curb repair; 100 rock excavation. See outside link.
AvailableThe proposed project generally includes the conversion of the outer ring of the existing aeration basin treatment tank to a flow equalization basin and influent pump station; conversion of existing clarifier to sludge storage, installation of two (2) non-potable water pumps; installation of three (3) owner furnished 12,000 gallon sludge storage tanks and one (1) owner furnished 8,500 gallon sludge storage tank; Installation of two (2) owner furnished sludge pumps and a prefabricated building; installation of two (2) Owner furnished modular membrane bioreactor (MBR) units, each rated to treat 0.075 MGD of wastewater. Included in the modular MBR units are the following subsystems: fine screen and screenings chute; influent flow meter; handrails; chemical drum connections; stairs; offboard piping; CIP vent; UV disinfection units; membrane units. Contractors are to coordinate with the Modular Membrane supplier, Integrated Water Services (IWS), to ensure proper transport and installation procedures are followed. A CABC pad is to be installed supporting the MBR units, electrical building, and sludge storage containers. All necessary piping, electrical wiring, controls, and sitework are included in the project.
Posted Date
Aug 21, 2025
Due Date
Sep 17, 2025
Release: Aug 21, 2025
Close: Sep 17, 2025
The proposed project generally includes the conversion of the outer ring of the existing aeration basin treatment tank to a flow equalization basin and influent pump station; conversion of existing clarifier to sludge storage, installation of two (2) non-potable water pumps; installation of three (3) owner furnished 12,000 gallon sludge storage tanks and one (1) owner furnished 8,500 gallon sludge storage tank; Installation of two (2) owner furnished sludge pumps and a prefabricated building; installation of two (2) Owner furnished modular membrane bioreactor (MBR) units, each rated to treat 0.075 MGD of wastewater. Included in the modular MBR units are the following subsystems: fine screen and screenings chute; influent flow meter; handrails; chemical drum connections; stairs; offboard piping; CIP vent; UV disinfection units; membrane units. Contractors are to coordinate with the Modular Membrane supplier, Integrated Water Services (IWS), to ensure proper transport and installation procedures are followed. A CABC pad is to be installed supporting the MBR units, electrical building, and sludge storage containers. All necessary piping, electrical wiring, controls, and sitework are included in the project.
THE PROJECT GENERALLY CONSISTS OF: The equipment supplier shall provide two complete self-contained, fully transportable integrated assembled package type treatment units with a minimum average daily flow of 75,000 gallons per day (gpd) and peak hydraulic capacity of 150,000 gpd. The total average daily design capacity for the system shall be 150,000 gpd. Treatment units and proposed equipment shall provide fine screening for influent wastewater and equipment and processes to meet the following discharge limits for treated wastewater:\r •Biological oxygen demand (CBOD5) - 10mg/L\r •Total suspended solids (TSS) - 10mg/L.\r •NH3 – 10 mg/l\r •Total nitrogen – 10 mg/l or a minimum reduction of 60% from the influent total Kjeldahl nitrogen.\r •Total Phosphorus 0 5 mg/l\r •Fecal Coliform – 10 colonies/100ml
Posted Date
Mar 31, 2025
Due Date
Apr 8, 2025
Release: Mar 31, 2025
Close: Apr 8, 2025
THE PROJECT GENERALLY CONSISTS OF: The equipment supplier shall provide two complete self-contained, fully transportable integrated assembled package type treatment units with a minimum average daily flow of 75,000 gallons per day (gpd) and peak hydraulic capacity of 150,000 gpd. The total average daily design capacity for the system shall be 150,000 gpd. Treatment units and proposed equipment shall provide fine screening for influent wastewater and equipment and processes to meet the following discharge limits for treated wastewater:\r •Biological oxygen demand (CBOD5) - 10mg/L\r •Total suspended solids (TSS) - 10mg/L.\r •NH3 – 10 mg/l\r •Total nitrogen – 10 mg/l or a minimum reduction of 60% from the influent total Kjeldahl nitrogen.\r •Total Phosphorus 0 5 mg/l\r •Fecal Coliform – 10 colonies/100ml
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