Specifications include, but are not limited to: Approximately 2,450 L.F. of existing 24” RCP sewer main rehabilitation by pipe bursting upsize to 30” HDPE, 3,300 L.F. of existing 18” RCP sewer main rehabilitation by pipe bursting upsize to 22” HDPE, 3,700 L.F. of existing 8” VCP and concrete sewer main rehabilitation by pipe bursting with 8” HDPE, 118 L.F. of existing 12-inch VCP and DIP sewer main rehabilitation by open-cut with 12” DIP for an ARAP creek crossing, point repairs of PVC sewer main, replacement of 27 sewer manholes with 5’ diameter pre-cast manholes, epoxy spray liner rehabilitation of 19 manholes, installation of 19 inflow dish frame inserts, service lateral replacements, pre- and post-construction video inspection; by-pass pumping; pavement repair; erosion control and appurtenances.
