Reconstruction of Dock Face Phase 3

DOCK SURFACE: Remove existing crane rails, remove pavement to 50 feet from sheet pile wall, removal electrical manholes and conduit, furnish and install new drainage, backfill and new pavement. Pavement will also be required between tracks in the areas of the track where there are turnouts or switches. In addition, tie backs, as directed on the drawings, should be completely dug up so that they may be inspected. A portion of the existing storm system will need to be reworked including a lift station. This will require excavation, new pipe, manholes, backfill and discharge through the sheet pile wall. The electrical power for the lift station is to be coordinated with the electrical contractor. RAILROAD TRACK: The track is to be removed. The track should be graded and all track meeting AREMA Class 1 Relay shall be reused. It is assumed that 60% of the rail can be re-used on this project. Track is to be replaced, including ballast. Precast concrete crossing panels will also be installed along the straight portions of the track. The base bid for the rail would be to non-perform track removal between 0+00 and 2+50 and also 37+00 to 41+60. The alternate for this area would be to remove and replace track assuming 60% re-use of track.

Division 35 -

Waterway and Marine Construction, Common Work Results for Waterway and Marine Construction, Waterway and Marine Construction and Equipment, Marine Construction and Equipment.