Site work and paving for a civil project in Moscow, Idaho. Completed plans call for site work for a road / highway; for paving for a road / highway; and water / sewer project.

Troy Road and Harrison Sewer Project Description: This project consists of, but is not limited to, the removal and installation of one sanitary manhole and the abandonment of sanitary sewer main, the removal of sanitary sewer main, and the installation of 10" sanitary sewer main, along with replacement of two (2) Manhole lids and rings. The installation of new sanitary sewer main includes, but is not limited to, the reconnection of existing sanitary sewer services, the installation of sanitary sewer service pipe, the, paving of all removed asphalt roadway, placement of asphalt on roadway, and the operation of a temporary bypass pump to allow connection of the new sanitary system to the existing without disruption of sewer service. All work shall be completed as shown on the construction plans and as described in these specifications. *The value for this project is based on a financial range. The value is listed as the highest possible cost from the range provided by a stakeholder or official project document. Est. Value Notes: $105k - $135k Questions should be directed to Britany Luft, City o f Moscow Engineering Division, 504 South Washington Street, Moscow, ID, via Email only at: bluft@ci.moscow.id.us Concrete surfaces shall be kept completely and continuously moist until a curing method is applied. Curing compound shall not be applied to co ncrete surfaces before the finishing has been acceptably completed and shall not be applied to construction joints or to the inside faces of joints to be sealed with silicone joint sealer. The curing compound shall not be applied during rainfall. Prior to completion of the curing period, if any membrane surface is marred or damaged by scuffing and wear, the Engineer may require an immediate application of the same type membrane or water cure for the remainder of the cure period. Membrane forming curing compounds shall be thoroughly mixed before use and agitated during application to prevent settling of the suspended solids. The membrane must be uniformly applied. Membrane forming curing compounds shall be applied to the finished concrete immediately after the bleed water or free-water sheen leaves the surfa ce of the finished concrete surface.