Clear Fork Drainage Basin M-210 Sewer Improvements - Part 5

Unit 1 Water Improvements 1,408 LF – 12” PVC Water Pipe, CLSM Backfill 237 LF – 12” DI Water Pipe, CLSM Backfill 427 LF – 8” Water Pipe, CLSM Backfil 1 EA– 24” x 12” Taping Sleeve and 12” Gate Valve on Existing 24” DI Pipe 147 LF – 24” Steel Casing Pipe By Other Than Open Cut 147 LF – 12” DI Water Carrier Pipe, Installed in Steel Casing Unit 2 Sanitary Sewer Improvements 651 LF – 30” Dia. Sewer Pipe by Open Cut 409 LF – 48” Dia. (min) BOTOC (Hand Tunneling) for 30” SS Carrier Pipe 409 LF – 30” Dia. FRP Carrier Sewer Pipe installed in Tunnel 1 LS – Construct Support Structure for 30” Dia. Lined Steel Aerial Sewer Pipe with (4) 48” concrete piers drilled to bedrock, including all incidentals, complete and in place 247 LF – 30” Dia. Lined Steel (AWWA C200 Restrained Joints) Aerial Sewer Pipe by Open Cu 556 LF – 8” Dia. Sewer Pipe by Open Cut, CSLM Backfill 1 LS – 4” Gas Main Exploration/De-hole to Identify Depth and Potential Conflict 1 LS – 4” Gas Main Relocation to Clear any Potential Conflicts 2 LS – Rehabilitate Existing 4’ Dia. Manholes 1837 SF – Protective Coating for Structures Unit 3 Paving Improvements 1975 LF – 7” Concrete Curb and Gutter 1250 SF – 6” Concrete Driveway 500 SF – 4” Concrete Sidewalk adjacent to curb 25 SY – 9” Concrete Valley Gutter 3850 SY – Pavement Pulverization 33 TON – Cem-Lime Stabilization @ 32 Lbs/SY 3850 SY – 3” Asphalt Pavement Type D 80 SF – 4” Pipe Underdrain, Type 8 (roof drain curb openings) 3 EA – Remove and Replace Inlet Top Misc. Drainage Improvements as Directed

Division 03 -	Concrete, Precast Concrete.
Division 33 -	Utilities, Water Utilities, Sanitary Sewerage Utilities, Sanitary Utility Sewerage Piping, Sanitary Utility Sewerage Force Mains, Sanitary Utility Sewerage Structures.