Structure Replacement, Rockport Road Over Buck Mountain Creek

Engineers Estimate = Over 1 Million 1. Work shall include, but is not necessarily limited to, the furnishing of all labor, supervision, materials, tools and equipment, miscellaneous items and performing all work necessary to complete all construction to the satisfaction of, and subject to the approval of, the Department. 2. All construction work shown on the Contract Drawings and not expressly mentioned in the Specifications, and all work specified and not shown on the Contract Drawings but obviously necessary to the proper execution of same, shall be performed by the Contractor, as it is not the intent to delineate or describe every detail and feature of the work. No Change Orders to the Contract will be approved for any materials, equipment and/or labor to perform work hereunder unless it can be clearly shown to be beyond the scope and intent of the Contract Drawings and Specifications, and absolutely essential to the proper prosecution of the work. a. Contractor must carefully review all Drawings for items, materials and work which are not mentioned in the Specifications. 3. Without intending to limit and/or restrict the volume of work required by these Specifications, this Contract consists of the following work at the site: a. All site work to suit project preparation, execution and completion. b. Demolition of an existing structure on Rockport Road over Buck Mountain Creek (#13-7935-6435-1400), consisting of a 30'-0" single span concrete encased steel I-beam bridge with concrete headwalls. It will be replaced with a single span precast spread box beam bridge and reinforced concrete wings and headwalls with a 28 foot clear roadway width; 53 foot span and 4.8 foot underclearance. Replacement includes bituminous pavement, guiderail, rock lining, and architectural surface treatment. 4. Access to the site is from the west, using SR 4010, South Lehigh Gorge Drive. Turn onto SR 4014, Rockport Road where it intersects SR 4010, and the site is located approximately 0.9 miles from this intersection. SR 44 is posted for 10 Tons. The Contractor is ultimately responsible for identifying the location and nature of any road and/or bridge restrictions on the selected access route and for coordinating his means and methods of access with the necessary Local and/or State agencies. It is also the responsibility of the Contractor to contact the appropriate Local and/or State agencies to determine bonding requirements of the roads prior to beginning Work at the site. Copies of all coordination, documentation and bonding with the Local and/or State agencies must be supplied to the Department before commencing Work.

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 03 -	Concrete, Concrete Reinforcing, Precast Structural Concrete.
Division 05 -	Metals, Structural Steel Framing, Structural Steel for Bridges, Steel Joist Framing, Steel Joist Girder Framing.
Division 07 -	Thermal and Moisture Protection, Expansion Control.
Division 09 -	Finishes, High-Performance Coatings.
Division 10 -	Specialties, Signage, Traffic Signage.
Division 26 -	Electrical, Exterior Lighting, Lighting Poles and Standards, Roadway Lighting.
Division 31 -	Earthwork, Embankments, Erosion and Sedimentation Controls, Slope Protection, Gabions, Riprap, Special Foundations and Load-Bearing Elements, Driven Piles.
Division 32 -	Exterior Improvements, Operation and Maintenance of Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Rigid Paving, Fences and Gates, Retaining Walls.
Division 34 -	Transportation, Operation and Maintenance of Transportation, Bridges.