PAVEMENT RECONSTRUCTION, INCLUDING: EARTH EXCAVATION - 2,790 CU YD; PAVEMENT REMOVAL - 18,048 SQ YD; DRIVEWAY PAVEMENT REMOVAL - 525 SQ YD; COMB.CONC.C&G REMOVAL - 5,816 FOOT; SIDEWALK REMOVAL - 3,088 SQ FT; AGG BASE CSE B, 8" - 19,507 SQ YD; HMA BINDER, IL-19.0, N50 - 4,581 TON; HMA SURFACE COURSE, IL-9.5, MIX "D", N50 - 1,527 TON; HMA DRIVEWAY PAVEMENT, 3" - 352 SQ YD; PCC DRIVEWAY PAVEMENT, 7 INCH - 109 SQ YD; PCC SIDEWALK, 5" - 2,872 SQ FT; PCC SIDEWALK, 7" - 177 SQ FT; COMB.CONC.C&G, TYPE B-6.12 - 807 FOOT; COMB.CONC.C&G, TYPE M-4.12 - 4,941 FOOT; PCC SHOULDER, 10" - 665 SQ YD; DETECTABLE WARNINGS - 248 SQ FT; STORM SEWERS AND PIPE CULVERT REMOVAL - 47 FOOT; STORM SEWERS, CL A, TY 2 12" - 49 FOOT; STORM SEWERS, TYPE 1, WATER MAIN QUALITY PIPE, 10" - 75 FT; DRAIN STR REM - 3 EA; DRAIN STR ADJ - 32 EA; FRAME AND GRATES, TYPE 11 - 9 EA; FRAME AND LIDS, TYPE 1, ADA COMPLIANT, OPEN LID - 1 EA; INLET, TY. A - 4 EA; THPL PVT MK - LINE 12" - 228 FT; THPL PVT MK - LINE 24" - 174 FT ; ENGINEER'S FIELD OFFICE, TY A (D1) - 4 CAL MO; TRAFFIC CONTROL AND PROTECTION, (SPECIAL) - 1 L SUM
