Northumberland County State Route 1010 and Montour County State Route 4008 Pipe Lining - 5039006

Site work for a bridge / tunnel in Turbotville, Pennsylvania. Completed plans call for site work for a bridge / tunnel.

The Pennsylvania Department of Transportation (PennDOT) is seeking an Offeror to repair a pipe culvert on SR 1010 in Northumberland County and SR 4008 in Montour County through the installation of a High Density Polyethylene pipe culvert liner from a manufacturer listed in PENNDOT Publication 35 (Bulletin 15) Section 601.2(a)6.a and grouting from a manufacturer listed in PENNDOT Publication 35 (Bulletin 15) Section 220.2(d) of annular space between the existing pipe and liner pipe. Existing Pipes: Montour County SR 4008 segment 70 Offset 3089: 100 linear feet of 36-inch existing corrugated steel culvert pipe Northumberland County SR 1010 segment 50 Offset 0156: 80 linear feet of 36-inch existing corrugated steel culvert pipe Statement of the Project. The Pennsylvania Department of Transportation (PennDOT) is seeking an Offeror to repair a pipe culvert on SR 1010 in Northumberland County and SR 4008 in Montour County through the installation of a High Density Polyethylene pipe culvert liner from a manufacturer listed in PENNDOT Publication 35 (Bulletin 15) Section 601.2(a)6.a and grouting from a manufacturer listed in PENNDOT Publication 35 (Bulletin 15) Section 220.2(d) of annular space between the existing pipe and liner pipe. Existing Pipes: o Montour County SR 4008 segment 70 Offset 3089: 100 linear feet of 36-inch existing corrugated steel culvert pipe o Northumberland County SR 1010 segment 50 Offset 0156: 80 linear feet of 36 inch existing corrugated steel culvert pipe; The Project Engineer will be known as the Project Manager. A. The selected Offeror shall: 1. Determine the necessary diameter and liner thickness based upon depth, diameter, shape, traffic loading, groundwater pressures and condition for this pipe segment. 2. Ensure calculations are prepared and stamped by a professional engineer. 3. Construct Access and working area on the inlet side of the pipe. 4. Dewatering as necessary. 5. Install the liner. 6. Ensure that the annular space between the existing pipe and the liner pipe is completely filled with grout. 7. Re-establish access road and working area to pre-project conditions. 8. Remove any obstructions.