Site work for a water / sewer project in Bourne, Massachusetts. Completed plans call for site work for a water / sewer project.

Cleaning Beach Well and Church Lane Well. The Work consists of removal, inspection and reinstallation of the well pump; inspecting and videoing the well; cleaning and redevelopment of the well; motor testing; and pump testing for the Beach Well and Church Lane Well. The Beach Well is a 52 feet deep, 24-inch diameter gravel packed well with 18-inch diameter liner screen and casing and design pumping rate of 500 gpm. The Church Lane Well is a 190 feet deep, 16-inch diameter gravel packed well with design pumping rate of 700 gpm. Estimated Cost $50,000 Project Location: Beach Well 41 Pilgrim Road, Bourne, MA. Church Lane Well 90 Church Lane, Bourne, MA. To receive consideration, such questions shall be submitted in writing to Engineer at least three (3) business days before the established date for receipt of Bids Questions shall be submitted in writing to kberger@resilientce.com. The Work of the Project is defined by the Contract Documents and consists of the following: 1. Removal, inspection and reinstallation of the well pumps; inspecting and videoing the wells; cleaning and redevelopment of the wells; and pump testing. a. Beach Well (1) This well is a 52 feet deep, 24-inch diameter gravel packed well with 18-inch diameter liner screen and casing and design pumping rate of 500 gpm. (2) The well was installed in 1958. (3) The well pump was last tested in 2024. Refer to the Attachments for the Pump Test Report. (4) Work to be completed on the Beach Well, 41 Pilgrim Road, Bourne, MA. b. Church Lane Well (1) This well is a 190 feet deep, 16-inch diameter gravel packed well with design pumping rate of 700 gpm. (2) The well was installed in 2002. (3) The well pump was last tested in 2024. Refer to the Attachments for the Pump Test Report. (4) Work to be completed on the Church Lane Well, 90 Church Lane, Bourne, MA. 2. The wells may only be off-line one at a time. The first well to be cleaned (Church Lane Well) must be fully back in service prior to taking the second well (Beach Well) off-line.