Demolition, site work, paving and new construction of a civil project in East Carroll Township, Pennsylvania. Completed plans call for site work for a bridge / tunnel; for paving for a bridge / tunnel; road / highway; road / highway; water / sewer project; for the demolition of a bridge / tunnel; and for the construction of a bridge / tunnel.

This Project is the Bridge Preservation on Us 219 Over Sr 3034 (Beulah Road) and the Ghost Town Trail in Cambria Township, Cambria County. The Project Includes Concrete Deck Repairs, Beam Spall Repairs, Resealing of Bridge Joints, Replacement of Approach Slab, Minor Roadway Paving, Drainage Upgrades, and Guide Rail Upgrades, as Indicated on the Approved Drawings Included in the Bid Package for State Route 0219, Section 51b, in Cambria County Cambria Township From Approximately Segment 0404/0415 Offset 0764/1492 to Segment 0444/0445 Offset 0153/0144. Project Cost Range: $1,000,000.00 - $2,499,999.99 Federal Project Status: PENNDOT Oversight NHS DBE: 10% Structure Work: 39.00% Pre-Bid Meeting: None Wage Rates: Yes Prequalification Requirement: Yes Required Completion: 09/12/2025 State Type of Work: Bridge Reconstruction Responses to questions on this page are for informational and clarification purposes. Official changes to the proposal will be made via an addendum. The deadline for submitting questions is 72 hours before the let date and time. For emergency projects, the deadline is reduced to 19 hours before the let date and time. PennDOT - US 219 Bridge Preservations - US 219 *The value for this project is based on a financial range. The value is listed as the highest possible cost from the range provided by a stakeholder or official project document. This work is: Removal of organic matter within excavation areas and removal of the first 8 inches of topsoil and organic matter within embankment areas. Removal of organic matter such as all trees, stumps, brush, roots, and other vegetation within the limits of excavation and embankment areas, including ditches and channels. When indicated, perform tree trimming and selective tree removal outside of the limits of excavation and embankment areas as specified in Section 810. Removal of objectionable material, rubbish, and junk within the project limits. Removal of buildings and structures, fences, walls, guide rail posts, guide rails, signs, direction markers, and other obstructions interfering with the work that are not included in other contract items. Disposal of removed material. Salvaging, temporarily storing, and delivering of material. Obtaining of waste areas for disposal of material as specified in Section 105.14. Stockpiling of topsoil and topsoil mixture as specified in Section 801. Chipping and stockpiling wood waste material, if specified in the Special Provisions. The eTicketing system must be fully integrated with the load read-out system at the plant and capable of transmitting ticket information to the PennDOT eTicketing system. The system software and hardware must prevent alteration of the data inputs from the asphalt mixing plant's recording truck scale or recording weigh hopper, or the asphalt mixing plant's recording aggregate, asphalt, and other material scales. This work is providing a shadow vehicle equipped with a truck mounted attenuator and arrow panel to protect works in the construction area as required and as directed. All work shall be done as specified in these Specifications, Publication 212, Publication 213, and the MUTCD, the Special Provisions, Standard Drawings, and as directed. - This work is the repair of spalls within existing ends of bridge deck and bridge deck slab. This work includes the removal of deteriorated concrete, preparation of repair area and installation of elastomeric concrete material in accordance with the manufacturer's specifications as indicated. This work consists of the removal of existing expansion joint material, furnishing and installation of expansion joint sealant using two-part, rapid cure silicone joint sealant. The joint locations are indicated on the plan drawings. All dimensions are to be field measured and verified prior to construction. - This work is repair of designated areas of deteriorated concrete limited depth (2 inches or less) or concrete surfaces of the superstructure, substructure and all overhead surface repair with trowel-placed non-shrink polymer mortar without formwork or shotcrete as indicated or directed by the Representative.