SOW.doc

Scope of Work

Specifications

Bee Rock Pavement Repairs

Scope:

Contractor shall furnish all labor, materials, equipment, tools and other incidentals and execute all work necessary to perform the required items of work described below and as shown on the schedule of items.

Project Location:

The work is located at the Bee Rock Campground Access Road, NFSR 623, located just off of State Highway 192 to the north, as it crosses the Rockcastle River on the west side, about four (4) miles northwest of Baldrock or the intersection of Highway 192 and 1193, which is southwest of London, Kentucky.

Description of work items:

The following items serve as the description of work on the Bee Rock Road pavement repairs project. Stationing of the road was marked on the existing pavement. Existing road width is approximately 20 foot. All work shall conform to the applicable sections of the most current edition of the Kentucky Standard Specifications for Road and Bridge Construction. The work items are as follows:

1. From Station 0+00 to station 75+00 – Remove existing bituminous pavement and rework slope of road with new DGA to a 2% to 3% transition. Cross slope should be constructed to closely match existing conditions. Insure a minimum depth of 6” compacted crushed aggregate is in place prior to repaving this section. Repave this section with 3” bituminous binder and 1” of bituminous surface mix. Apply an SS-1h tack coat between binder and surface.

2. From Station 75+00 to 200+00 – Clean and tack the existing bituminous surface and overlay this section with 3” bituminous binder and 1” of bituminous surface mix. Apply an SS-1h tack coat between existing surface, binder, and new surface.

3. At Station 173+00 – Saw cut existing pavement and install new 24” diameter by 40’ long C.M.P. Final slope of new pipe installation shall have a minimum of 2% slope along the invert. Depth of pipe shall be adequate to provide a minimum of 1’ foot cover beneath finished road surface. Machine place 5 tons of rip rap at the outlet of the new pipe to prevent erosion.

4. From Station 200+00 to station 280+00 – Remove existing bituminous pavement and rework slope of road with new DGA to a 2% to 3% transition. Cross slope should be constructed to closely match existing conditions. Insure a minimum depth of 6” compacted crushed aggregate is in place prior to repaving this section. Repave this section with 3” bituminous binder and 1” of bituminous surface mix. Apply an SS-1h tack coat between binder and surface.

5. From Station 0+00 to station 280+00 – Recondition existing ditch line adjacent to the road to provide positive drainage to the new culvert at station 173+00. Waste and debris from this operation may be disposed of by spreading on the cut side of the roadway.