Specifications include, but are not limited to: CSAH 4 Murray County Bridge 51J66 : 1 2104.502 REMOVE BOX CULVERT EACH 1 2 2104.504 REMOVE BITUMINOUS PAVEMENT SQ YD 490 3 2118.509 AGGREGATE SURFACING, CL 1 TON 100 4 2211.509 AGGREGATE BASE, CL 5 TON 180 5 2360.509 TYPE SP 12.5 WEARING COURSE MIXTURE (2,B) TON 230 6 2412.502 14'x9' TYPE I PRECAST CONC BOX CULV END SECTION EACH 2 7 2412.503 14'x9' PRECAST CONCRETE BOX CULVERT CL. II LIN FT 57 8 2451.507 AGGREGATE BACKFILL (LV) CU YD 980 9 2451.607 ROCK BEDDING (CV) CU YD 100 10 2511.509 RANDOM RIP RAP CL III TON 80 11 2573.503 SEDIMENT CONTROL LOG, TYPE STRAW LIN FT 80 12 2575.501 TURF ESTABLISHMENT LUMP SUM 1 CSAH 16 Murray County Bridge 51J69: 1 2104.502 REMOVE BOX CULVERT EACH 1 2 2104.504 REMOVE BITUMINOUS PAVEMENT SQ YD 535 3 2118.509 AGGREGATE SURFACING, CL 1 TON 65 4 2211.509 AGGREGATE BASE, CL 5 TON 545 5 2360.509 TYPE SP 12.5 WEARING COURSE MIXTURE (2,B) TON 150 6 2412.502 10'x6' TYPE III PRECAST CONC BOX CULV END SECTION EACH 2 7 2412.503 10'x6' PRECAST CONCRETE BOX CULVERT CL. I LIN FT 52 8 2451.507 AGGREGATE BACKFILL (LV) CU YD 505 9 2451.607 ROCK BEDDING (CV) CU YD 75 10 2502.503 8" PE PIPE DRAIN (SMOOTH) LIN FT 20 11 2502.602 8" STEEL BAND RODENT GUARD EACH 1 12 2511.509 RANDOM RIP RAP CL IV TON 110 13 2573.503 SEDIMENT CONTROL LOG, TYPE COMPOST LIN FT 80 14 2575.501 TURF ESTABLISHMENT LUMP SUM 1 CSAH 26 Murray County Bridge 51J70: 1 2118.509 AGGREGATE SURFACING, CL 1 TON 220 2 2412.502 12'x5' TYPE I PRECAST CONC BOX CULV END SECTION EACH 4 3 2412.503 12'x5' PRECAST CONCRETE BOX CULVERT CL. II LIN FT 116 4 2242.501 REMOVE EXISTING BRIDGE LUMP SUM 1 5 2451.507 AGGREGATE BACKFILL (LV) CU YD 865 6 2451.607 ROCK BEDDING (CV) CU YD 155 7 2511.509 RANDOM RIP RAP CL IV TON 110 8 2573.503 SEDIMENT CONTROL LOG, TYPE COMPOST LIN FT 80 9 2575.501 TURF ESTABLISHMENT LUMP SUM 1
