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Last Updated 10/18/2023 07:35 AM
Project Title

Structure Replacements Culvert A: No. 5103-0050 Second Narrows Road Over Cold Spring Run Culvert B: No. 5103-0051 Laurel Run Road Over Cold Spring Run

Physical Address View project details and contacts
City, State (County) Toboyne Township, PA 17006   (Perry County)
Category(s) Heavy and Highway
Sub-Category(s) Shoreline/Erosion/Drainage, Site Development
Contracting Method Competitive Bids
Project Status Contract Award, Construction start expected September 2023
Bids Due View project details and contacts
Estimated Value $946,738 [brand] Estimate
Plans Available from Civil Engineer
Owner View project details and contacts
Architect View project details and contacts
Description

As of August 24, 2023, the project has not been awarded. A timeline for award has not been confirmed. Structure Replacements, Culvert A: No. 5103-0050 Second Narrows Road Over Cold Spring Run, Culvert B: No. 5103-0051 Laurel Run Road Over Cold Spring Run Forest District 3 Toboyne Township, Perry County, Pennsylvania Work included under this contract consists of the removal of the existing structures carrying Second Narrows Road and Laurel Run Road over Cold Spring Run consisting of an (approximate) 44" x 62" corrugated metal pipe (Second Narrows Road) and 38" x 56" corrugated metal pipe (Laurel Run Road). The replacement for each structure will consist of a precast reinforced concrete box culvert and precast reinforced concrete end sections. The proposed replacement structure at Culvert A (Second Narrows Road) will consist of a 17'-0" normal clear span precast reinforced box culvert at 70-degree skew, with 6' rise (depressed 2') and providing a 14 clear roadway width. Work also includes the replacement of the driving surface aggregate, associated guiderail, rock lining and architectural surface treatment to the exposed faces of the headwalls and wingwalls. The proposed replacement structure at Culvert B (Laurel Run Road) will consist of a 10'-0" normal clear span precast reinforced box culvert at 50-degree skew, with 6' rise (depressed 2') and providing an 18' clear roadway width. Work also includes the replacement of the driving surface aggregate, associated guiderail, rock lining and architectural surface treatment to the exposed faces of the headwalls and wingwalls. SDB Participation Goal 16% VBE Participation Goal 3% This project is being bid electronically. Full details of DCNR's transition to electronic bidding is in the bid documents for this project.

Details

Division 31 - Earthwork, Erosion and Sedimentation Controls.
Division 33 - Utilities, Storm Drainage Utilities, Ponds and Reservoirs.
Division 35 - Waterway and Marine Construction, Shoreline Protection, Waterway Construction and Equipment.

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Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents