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Project includes all labor, materials, and equipment necessary to construct approximately 927 LF of 30” sanitary sewer main, 240+ LF of sanitary main (8”-24”), 540+ LF of 16” force main, 1 insertion valve, approximately 10 sanitary sewer manholes, new lift station, demolition of existing lift station and other miscellaneous associated work, including cleanup.
Project includes all labor, materials, and equipment necessary to construct improvements as shown and specified at Well 15 and Well 17 including, but not limited to, new standby power system, well pump VFD controls, facility electrical power distribution wiring devices, process piping and valves, booster pump and motor, new CMU building addition, building ventilation, chemical feed improvements, painting, site work, and miscellaneous associated work, including cleanup.
Project includes all labor, materials, and equipment necessary to install new pavement surface overlay and repairs to the structure of the raccoon river bridge and overflow bridge as described in the construction documents
ConstructConstruct improvements including all labor, materials and equipment necessary for excavation, backfill and sitework; demolition work; reinforced concrete; painting; aeration equipment; ultraviolet disinfection equipment; blowers; electrical work including conduit, cables, wiring, motor controls, starters, switches, fixtures and controls; piping and appurtenances; and miscellaneous associated work, including cleanup. Work location is at existing wastewater treatment facility, located to the east of town.
Construct improvements including all labor, materials and equipment necessary for the construction of water and sewer force mains along NE Hubbell Avenue as shown on plans. Work includes; clearing and grubbing, approximately 15,300 linear feet of 14” HDPE sanitary sewer force main using a combination of trenched and trenchless methods, approximately 958 linear feet of 14” HDPE sanitary sewer force main installed via trenchless methods inside of a casing pipe, approximately 10,700 linear feet of 30” HDPE water main using a combination of trenched and trenchless methods, approximately 400 linear feet of 30” HDPE water main installed via trenchless methods inside a casing pipe, air release valve pits, butterfly valves, hydrants, fittings and appurtenances, and miscellaneous associated work including cleanup.
Also included is Bid Alternate A which consists of approximately 48 linear feet of 18” HDPE water main installed via trenched methods, approximately 230 linear feet of 18” HDPE water main installed via trenchless methods inside a casing pipe, gate valves, one hydrant, fittings and appurtenances, and miscellaneous associated work including cleanup.
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