Site work and paving for a road / highway in Forest Hills, Pennsylvania. Completed plans call for site work for a road / highway; and for paving for a road / highway.

Wage Rate: Yes 1. ASPHALT MILLING Contractor to remove existing asphalt pavements by milling as directed by Engineering Representative in the field. Contractor shall also remove asphalt wedge curbs as directed, includes dust control and protection of catch basins, includes sweeping, and cost of removal and proper disposal. Milling material to remain property ofthe contractor and to be disposed of at an approved site. 2. ASPHALT/CONCRETE MILLING Contractor to remove existing asphalt and concrete pavement by milling as directed by Engineering Representative in the field. Contractor shall include dust control and protection of catch basins, includes sweeping, cost of removal and proper disposal. Milling material to be disposed ofby contractor. 3. CONCRETE MILLING Contractor to remove existing concrete pavement or curb by milling as directed by Engineering Representative in the field. Contractor shall include dust control and protection of catch basins, includes sweeping, cost of removal and proper disposal. Milling material to be disposed of by contractor. 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 5. LEVELING ASPHALT Contractor shall supply and install 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, and tack coat, or directed, by Engineering Representative in the field, complete and in place per specification. Also includes 25 mm Binder Course Asphalt where directed by Engineering Representative in the field. 6. 19 MM SUPERPAVE BINDER COURSE Contractor shall supply and install 2- 1/2" compacted depth of Superpave Binder Course Asphalt Mixer Design HMA 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. 7. WEDGE CURB Contractor shall supply and install a 6" x 12"+- Bituminous Wedge Curb constructed of Superpave Binder Course Asphalt Mixer Design HMA Binder Mix Course, PG-64-22, 0.0 to 0.3 ESAL's, complete and in place as per specification. (See Wedge Curb Detail). Contractor shall supply and install Wedge Curb backfilling as directed by Engineering Representative. Backfilling, if necessary, should consist oftop soil, seed, and mulch or 2A Modified Stone. 8. 9.5 mm SUPERPAVE WEARING COURSE Contractor shall supply and install 1-1/2" compacted depth of Superpave Wearing Course Asphalt Mixture Design HMA Wearing Course, PG-64-22, 0.0 to 0.3 ESAL's including, but not limited to, all edge, surface cleaning, tack coat, keyways, adjustment to grade with all valve boxes, manholes and inlets required, transition into driveways as needed, driveway transition to include saw cutting or keyway, if required, or directed, by Engineering Representative in the field, complete and in place as per specification. 9. SAW CUT AND SEAL Contractor to locate and reference the location of each existing transverse joint after milling, saw cut the new bituminous paving 1-1/2" directly above the referenced joint and seal the reservoir, complete and in place. 10. STOP BARS Contractor shall supply and install Thermo-Plastic Paint 24" wide x 12' long bars complete and in place, as directed by the Engineering Representative in the field. 11. 12" CROSS WALK Contractor shall supply and install Thermo-Plastic Paint 12" wide for a piano-key type cross walk, complete and in place, as directed by the Engineering Representative in the field. 12. 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. 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 13. RAISE MANHOLE/WATER/GAS VALVE LIDSAENLETS Contractor to locate and raise lid of existing manholes, water valves and inlets to perfectly match the level ofthe 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) 14. REMOVE BROKEN CURB, REPLACE WITH ASPHALT Price includes cost of removal and disposal of existing concrete curb and installation of asphalt wedge curb in its place, complete. 15. MILL EXISTING CONCRETE CURB Contractor to remove existing concrete curb by milling as directed by Engineering Representative in the field. Contractor shall include dust control and protection of catch basins, includes sweeping, cost ofremoval and proper disposal. Milling material to be disposed ofby contractor