Site work for a water / sewer project in Bennett, Colorado. Completed plans call for site work for a water / sewer project.

As of July 28 the project is expeted to be awarded sometimes next month.. The Town of Bennett is seeking to improve the Town's sanitary sewer collection system safety, capacity and efficiency for Town residents and business owners, by installing 3,000 feet of 12" sanitary sewer bypass or interceptor line on the east side of Town of Bennett, in Adams County, Colorado. The new sanitary sewer bypass will extend from Bennett Ave at Custer Street north across two Colorado State Highways and a Union Pacific main line rail and right-of-way, to 8th street, and then east along Washington Way. The bypass main will terminate and connect to an existing sanitary sewer main pipe stub located at Washington Way and Morgan Way, within the Bennett Ranch Development, east of the Bennett School District Campus. Notably, the Project will collect flows from the Bennett Upper Elementary School site, will take the Town's Shari's Court lift station out of service, and will dramatically reduce flows to the the Town's Cordella lift station. When completed, the project is expected to ultimately divert over 100,000 gallons per day of wastewater, at peak flows of up to 300 gpm, away from and around older, existing areas of Town of Bennett. Buyers Requirements General Requirements - Insurance Required - Contractors License Required Job Location Bennett Colorado Question Acceptance Deadline 06/02/2022 02:00 PM EDT Questions are submitted online Yes The Town of Bennett is seeking to improve the Town's sanitary sewer collection system safety, capacity and efficiency for Town residents and business owners, by installing 3,000 feet of 12-inch sanitary sewer bypass or interceptor line on the east side of the core Town of Bennett, in Adams County, Colorado. The new sanitary sewer bypass will extend from Bennett Avenue at Custer Street, north across two Colorado State Highways and a Union Pacific mainline rail and right-of-way, to 8 th Street, and then east along Washington Way. The bypass main will terminate and connect to an existing sanitary sewer main pipe stub located at Washington Way and Morgan Way, within the Bennett Ranch development, east of the Bennett School District campus. Notably, the Project will collect flows from the Bennett Upper Elementary School site, will take the Town's Shari's Court lift station out of service, and will dramatically reduce flows to the Town's Cordella lift station. When completed, the Project is expected to ultimately divert over 100,000 gallons per day of wastewater, at peak flows of up to 300 gallons per minute, away from and around older, existing areas of the core Town of Bennett. For the Town of Bennett Custer Street Sanitary Sewer Bypass project, Proposals shall be based on the posted or provided Terramax, Inc. Consulting & Engineering, construction plans of that same project title, dated 5/19/22, and noted as "FOR BID" on each sheet. The project construction plans consist of 11 total sheets, including the Cover and Index Sheet, General Notes including Specification reference, Site Plan, Sewer Plan and Profile Sheets, and Detail Sheets. General, approximate quantities and description of primary work items include the following: o 2,987 linear feet of 12-inch ASTM D-3034 SDR 35 sanitary sewer main; o 307 linear feet of 8-inch ASTM D-3034 SDR 35 sanitary sewer main; o 2 x 100 foot 24-inch x 0.375" steel casing pipe bores for two (2) CDOT crossings; o 1 x 200 foot 24-inch x 0.375" steel casing pipe bores for one (1) UPRR crossing; o Eleven (11) 60-inch diameter sanitary sewer manholes (without drop); o Four (4) 60-inch diameter sanitary sewer external-drop manholes; o One (1) 48-inch diameter sanitary sewer external-drop manholes; o 700 linear feet of concrete street demo and repair; and o 1,000 linear feet of asphalt street demo and repair. This primary work description and work item listing is provided for Project characterization, and is not intended to be comprehensive for all Project work required. Additional and accessory work items and materials are to be per Project plan and specification requirements, and are not necessarily shown above.