Site work and paving for a civil project in East Pittsburgh, Pennsylvania. Completed plans call for site work for a road / highway; for paving for a road / highway; and water / sewer project.

SCOPE OF WORK 1. ASPHALT MILLING Contractor to remove existing asphalt pavement by milling 4" depth or as directed by Engineering Representative in the field. Contractor shall include dust control and protection of catch basins, including sweeping, cost of removal and proper disposal. (Milling material to be disposed of by contractor at an approved site). 2. 19 MM SUPERPAVE BINDER COURSE Contractor shall supply and install 2- 1 /2" compacted depth of Superpave Binder Course Asphalt Mixer Design I4MA Binder Mix Course, PG-64-22, 0.0 to 0.3 ESAL's including, but not limited to, all edge, surface cleaning and tack coat, complete and in place as per specification and directed by Engineering Representative in the field. 3. 1.5" 9.5 mm WEARING COURSE ASPHALT Contractor shall supply and install 1.5" 9.5 mm Superpave Fine Graded Wearing Course Asphalt Mixture Design HMA Fine Graded Wearing Course, PG-64-22, 0.0 to 0.3 ESAL's including, but not limited to, all edge, surface cleaning, tack coat, and hand mop and seal all new pavement as directed, by Engineering Representative in the field, complete and in place per specification. A. KEYWAYS/ DRIVEWAY KEYWAYS Contractor shall construct Keyways for a smooth transition from new pavement to existing pavement. Keyways shall be a minimum of 3' wide tapered x 1-1/2" deep. Location shall be field located by the Engineer's representative. All materials will be disposed of at an approved site by the contractor. Driveway keyways are to be done with a Barco Miller or jackhammer to lower existing asphalt in front of driveways as directed by the engineer's inspector. Size will vary according to driveway width. B. RAISE MANHOLE/WATER/GAS VALVE LIDS/INLETS Contractor to locate and raise lid of existing manholes, water valves and inlets to perfectly match the level of the new pavement. Cast Iron rings are permitted. Steel rings are NOT permitted. For Inlets; contractor to taper around inlet 42" in all directions if inlet cannot be raised with a riser (No Exceptions). 4. BASE REPAIR Contractor will saw cut existing asphalt surface, excavate and remove approximately 12" of material, install geotextile fabric, install 8" of 2A Modified Stone and 4" of 25mm Superpave Base Course, PG 64-22. (Excavated material will be disposed at an approved site by the contractor)