Site work for a water / sewer project in Evansville, Indiana. Completed plans call for site work for a water / sewer project.

Any bids received later than the above time and date will be returned unopened. No conditional bids will be considered. The work for which bids are to be received consists of: The 2022 Annual Sewer Lining - Hitch and Peters Road project consists of the C.I.P.P. lining of approximately 1,904 linear feet of 15" diameter sanitary sewer main, 1,120 linear feet of 18" diameter sanitary sewer main, and 1,879 linear feet of 21" sanitary sewer main. This work shall also include the replacement of approximately 12 vertical feet of 48" diameter sanitary sewer manhole, the rehabilitation of approximately fourteen (14) sanitary sewer manholes, and the reinstatement of approximately fifteen (15) laterals. This shall include all the necessary work associated with C.I.P.P. lining, including but not limited to bypass pumps and bypass piping. Work shall also include all supervision, equipment, traffic control, granular backfill, pavement restoration (milling included), flushing, disinfecting, testing and all appurtenances necessary to complete the work shown in the Drawings and Specifications. All work must be ready for satisfactory and continuous operation, in accordance with the Drawings and Specifications. The above referenced project description includes items that are part of the Itemized Base Bid. The Contractor shall be responsible for all work shown on the plans and described in the specifications pertaining to the Itemized Base Bid, regardless of the installation method chosen. The Evansville Water and Sewer Utility further reserves the right to waive informalities, and to award the contract to the lowest and most responsible bidder (or bidders), all to the advantage of the Evansville Water and Sewer Utility, or to reject all Proposals. SCOPE The 2022 Annual Sewer Lining - Hitch and Peters Road project consists of the C.I.P.P. lining of approximately 1,904 linear feet of 15" diameter sanitary sewer main, 1,120 linear feet of 18" diameter sanitary sewer main, and 1,879 linear feet of 21" sanitary sewer main. This work shall also include the replacement of approximately 12 vertical feet of 48" diameter sanitary sewer manhole, the rehabilitation of approximately fourteen (14) sanitary sewer manholes, and the reinstatement of approximately fifteen (15) laterals. This shall include all the necessary wor associated with C.I.P.P. lining, including but not limited to bypass pumps and bypass piping. All work must be ready for satisfactory and continuous operation, in accordance with the Drawings and Specifications.