Summary
Waterline improvements - line A: 1,054.00 Tons super pave Type S4 asphalt; 2,108 Tons super pave Type S3 asphalt; 1,412 Gal. tack coat; 2,353 Gal. prime coat; 2,212 CY of 8" thick aggregate base type A; 159 SY of 6" thick gravel surface; 1 LS erosion/sediment control measures; 2,370 CY unclassified excavation; 1,690 CY embankment; 213 CY P.C. concrete material & placement (w rebar); 642 LF of 8" integral concrete barrier curb; 295 CY of 8" thick aggregate base type A; 886 Tons super pave type S4 asphalt; 1,772 Tons super pave type S3 asphalt; 1,186 Gal. tack coat; 1,976 Gal. prime coat; 1,893 CY of 8" thick aggregate base; 1 Ea. standard manholes - 5-10' deep; 4 Ea. standard manholes - 10-15 LF deep; 1,390.00 LF of 12" sewer main - PVC SDR 26; 2.00 Ea. 12" interconnection to manhole; 2,416 LF of 12" water main - PVC C900 DR18; 224 LF of 12" water main - PE SDR 11; 6 Ea. of 12" gate valve and box; 4 Ea. PVC to PE transitions; 2 Ea. 12" x 12" x 12" tee; 6.00 Ea. 12" x 45° bend; 2.00 Ea. 12" x 22.5° Bend; 1 Ea. 2" air/vacuum Release Valve; 6.00 Ea. fire hydrant assembly; 1 Ea. of 12" interconnection; 326 LF of 15" diameter HP storm pipe; 8 Ea. 15" drainage pipe end section; 6,900 SY solid slab sodding; 1 LS hydrostatic pressure testing and disinfection.