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Last Updated | 07/07/2023 11:08 AM |
Project Title | Northumberland SR 54 Pipelining Project |
Physical Address | View project details and contacts |
City, State (County) | Elysburg, PA 17824 (Northumberland County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Paving/Reconstruction, Shoreline/Erosion/Drainage, Site Development |
Contracting Method | Competitive Bids |
Project Status | Construction start expected December 2023 , Construction documents |
Bids Due | View project details and contacts |
Estimated Value | $200,000 [brand] Estimate |
Plans Available from | Agency's Affiliate |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | As of July 7, 2023, no bids received. No definite date for the rebid. The Pennsylvania Department of Transportation (PennDOT) is seeking an Offeror to repair a pipe culvert on SR 54 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. Duration: 12 Months Existing Pipe: SR 54 segment 350 Offset 1332: 66 linear feet of 18 inch existing corrugated steel culvert pipe. 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. Remove any obstructions. 8. Re-establish access road and working area to pre-project conditions. 9. Patch existing pavement as needed, patch should match existing material in thickness and type and sealed along joints. 10. Re-establish positive flow in inlet box, with grouted bottom. |
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Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |