Viking Lane Storm Drain

The approximate quantities of work to be bid upon are de¬scribed as follows: 1 LS Mobilization/Demobilization, 1 LS Erosion and Sedimentation Controls, 1 LS Traffic Control, 25 LF of 12” HDPE Corrugated Plastic Pipe (0’-6’ Deep), 20 LF of 24” HDPE Corrugated Plastic Pipe (0’-6’ Deep), 30 LF of 24” HDPE Corrugated Plastic Pipe (6’-9’ Deep), 20 LF of 48” HDPE Corrugated Plastic Pipe (0’-6’ Deep), 380 LF of 48” HDPE Corrugated Plastic Pipe (6’-9’ Deep), 275 LF of 48” HDPE Corrugated Plastic Pipe (9’-12’ Deep), 25 LF of 48” HDPE Corrugated Plastic Pipe (12’-15’ Deep), 4 EA New 60” Storm Manhole w/ Frame and Cover, 4 EA New 24” Drop Inlet, 2 EA Remove and Replace 24” Drop Inlet, 30 VF of 60” Storm Manhole Riser, 28 VF of 24” Drop Inlet Riser, 1 LS Concrete Wingwall w/ Rip Rap Apron to Creek Bank of 6”-12” Stone, 1 LS Straddle Manhole Access Point on Existing 42” CMP, 1 EA Tie Existing 42” CMP into New 60” Storm Manhole, 2 EA Tie Existing 15” CMP into New 24” Drop Inlet, 2 EA Tie Existing 24” CMP into New 24” Drop Inlet, 1 EA Cut and Cap Existing 42” CMP, 1 LS Remove Existing 42” CMP and Structures, 130 CY of Fill Existing 42” CMP and Structures w/ 1,500 psi Flowable Fill, 1 LS Repair Existing Sinkhole, 60 LF WVDOH Type “A” Trench Repair, 150 LF of HMA Driveway/Road Repair, 310 LF of 1 ½” HMA Overlay including Roto-Milling and Pavement Markings, 3 EA Test Pit, 1 Allowance for WVDOH Inspection Fees, 570 LF of Reclamation of Disturbed Areas, and other miscellaneous items of work.

Division 31 -	Earthwork, Erosion and Sedimentation Controls.
Division 33 -	Utilities, Storm Drainage Utilities, Ponds and Reservoirs.