Number | Item | Units | Quantity |
---|
2104.502 | REMOVE PIPE APRON | EACH | 2.00 |
2104.503 | REMOVE PIPE CULVERTS | LIN FT | 32.00 |
2104.503 | REMOVE PIPE CULVERTS | LIN FT | 40.00 |
2104.503 | REMOVE PIPE CULVERTS | LIN FT | 110.00 |
2104.503 | SALVAGE GUARDRAIL-PLATE BEAM | LIN FT | 403.00 |
2104.503 | SAWING BIT PAVEMENT (FULL DEPTH) | LIN FT | 51.00 |
2104.503 | SAWING BIT PAVEMENT (FULL DEPTH) | LIN FT | 62.00 |
2104.503 | SAWING BIT PAVEMENT (FULL DEPTH) | LIN FT | 80.00 |
2104.503 | SAWING BIT PAVEMENT (FULL DEPTH) | LIN FT | 80.00 |
2104.504 | REMOVE BITUMINOUS PAVEMENT | SQ YD | 23.00 |
2104.504 | REMOVE BITUMINOUS PAVEMENT | SQ YD | 187.00 |
2104.504 | REMOVE BITUMINOUS PAVEMENT | SQ YD | 333.00 |
2104.504 | REMOVE BITUMINOUS PAVEMENT | SQ YD | 2,222.00 |
2105.504 | GEOTEXTILE FABRIC TYPE 6 | SQ YD | 230.00 |
2105.504 | GEOTEXTILE FABRIC TYPE 6 | SQ YD | 422.00 |
2105.504 | GEOTEXTILE FABRIC TYPE 6 | SQ YD | 838.00 |
2105.602 | TEMPORARY STREAM DIVERSION SYSTEM | EACH | 1.00 |
2106.507 | EXCAVATION - COMMON | CU YD | 2,415.00 |
2106.507 | GRANULAR EMBANKMENT (CV) | CU YD | 316.00 |
2106.507 | SELECT GRANULAR EMBANKMENT (CV) | CU YD | 687.00 |
2106.507 | SELECT GRANULAR EMBANKMENT MOD 7% (CV) | CU YD | 2,187.00 |
2118.507 | AGGREGATE SURFACING (CV) CLASS 5 | CU YD | 53.00 |
2118.509 | AGGREGATE SURFACING CLASS 5 | TON | 8.00 |
2118.509 | AGGREGATE SURFACING CLASS 5 | TON | 8.00 |
2118.509 | AGGREGATE SURFACING CLASS 5 | TON | 11.00 |
2211.507 | AGGREGATE BASE (CV) CLASS 5 | CU YD | 6.00 |
2211.507 | AGGREGATE BASE (CV) CLASS 5 | CU YD | 63.00 |
2211.507 | AGGREGATE BASE (CV) CLASS 5 | CU YD | 78.00 |
2211.507 | AGGREGATE BASE (CV) CLASS 5 | CU YD | 660.00 |
2357.606 | BITUMINOUS MATERIAL FOR SHOULDER TACK | GALLON | 80.00 |
2360.509 | TYPE SP 9.5 WEARING COURSE MIX (2;B) | TON | 10.00 |
2360.509 | TYPE SP 9.5 WEARING COURSE MIX (2;B) | TON | 60.00 |
2360.509 | TYPE SP 9.5 WEARING COURSE MIX (2;B) | TON | 77.00 |
2360.509 | TYPE SP 9.5 WEARING COURSE MIX (2;B) | TON | 703.00 |
2412.502 | 10X4 PRECAST CONCRETE BOX CULV END SECT | EACH | 2.00 |
2412.502 | 16X7 PRECAST CONCRETE BOX CULV END SECT | EACH | 2.00 |
2412.503 | 10X4 PRECAST CONCRETE BOX CULVERT | LIN FT | 88.00 |
2412.503 | 16X7 PRECAST CONCRETE BOX CULVERT | LIN FT | 86.00 |
2451.507 | COARSE AGGREGATE BEDDING (CV) | CU YD | 86.00 |
2451.507 | COARSE AGGREGATE BEDDING (CV) | CU YD | 354.00 |
2451.507 | GRANULAR BACKFILL (CV) | CU YD | 358.00 |
2451.507 | GRANULAR BEDDING (CV) | CU YD | 35.00 |
2451.507 | GRANULAR BEDDING (CV) | CU YD | 57.00 |
2451.507 | GRANULAR BEDDING (CV) | CU YD | 91.00 |
2451.507 | STRUCTURE EXCAVATION CLASS E | CU YD | 308.00 |
2451.507 | STRUCTURE EXCAVATION CLASS E | CU YD | 543.00 |
2451.507 | STRUCTURE EXCAVATION CLASS E | CU YD | 1,097.00 |
2501.502 | 36" RC PIPE APRON | EACH | 2.00 |
2501.502 | 88" SPAN RC PIPE-ARCH APRON | EACH | 2.00 |
2501.502 | INSTALL CULVERT MARKER | EACH | 4.00 |
2501.502 | INSTALL CULVERT MARKER | EACH | 4.00 |
2501.502 | INSTALL PC CONCRETE BOX CULV END SECTION | EACH | 2.00 |
2501.503 | 36" RC PIPE CULVERT DES 3006 CL III | LIN FT | 32.00 |
2501.503 | 88" SPAN RC PIPE-ARCH CULV CL IIA | LIN FT | 38.00 |
2501.503 | INSTALL PC CONCRETE BOX CULVERT | LIN FT | 86.00 |
2501.507 | CULVERT EXCAVATION CLASS U | CU YD | 1,955.00 |
2501.602 | CONCRETE CULVERT COLLAR | EACH | 2.00 |
2511.507 | RANDOM RIPRAP CLASS II | CU YD | 13.00 |
2511.507 | RANDOM RIPRAP CLASS II | CU YD | 34.00 |
2511.507 | RANDOM RIPRAP CLASS II | CU YD | 116.00 |
2511.507 | RANDOM RIPRAP CLASS III | CU YD | 49.00 |
2511.602 | PLACE BOULDER | EACH | 11.00 |
2563.602 | PORTABLE CHANGEABLE MESSAGE SIGN | EACH | 2.00 |
2573.503 | SEDIMENT CONTROL LOG TYPE STRAW | LIN FT | 53.00 |
2573.503 | SEDIMENT CONTROL LOG TYPE STRAW | LIN FT | 95.00 |
2573.503 | SEDIMENT CONTROL LOG TYPE STRAW | LIN FT | 166.00 |
2573.503 | SILT FENCE; TYPE HI | LIN FT | 1,215.00 |
2574.507 | COMMON TOPSOIL BORROW | CU YD | 265.00 |
2574.508 | FERTILIZER TYPE 3 | POUND | 228.00 |
2575.504 | EROSION CONTROL BLANKETS CATEGORY 3N | SQ YD | 3,146.00 |
2575.504 | RAPID STABILIZATION METHOD 4 | SQ YD | 216.00 |
2575.504 | RAPID STABILIZATION METHOD 4 | SQ YD | 283.00 |
2575.504 | RAPID STABILIZATION METHOD 4 | SQ YD | 304.00 |
2575.505 | SEEDING | ACRE | 0.65 |
2575.508 | SEED MIXTURE 25-141 | POUND | 39.00 |
2575.523 | RAPID STABILIZATION METHOD 3 | M GALLON | 7.80 |
2577.507 | GRANULAR CHANNEL LINER | CU YD | 23.00 |
2580.503 | INTERIM PAVEMENT MARKING | LIN FT | 100.00 |
2582.503 | 4" BROKEN LINE PAINT | LIN FT | 10.00 |
2582.503 | 4" BROKEN LINE PAINT | LIN FT | 20.00 |
2582.503 | 4" SOLID LINE PAINT | LIN FT | 42.00 |
2582.503 | 4" SOLID LINE PAINT | LIN FT | 100.00 |
2582.503 | 4" SOLID LINE PAINT | LIN FT | 100.00 |
2582.503 | 6" SOLID LINE PAINT | LIN FT | 84.00 |
2582.503 | 6" SOLID LINE PAINT | LIN FT | 200.00 |
2582.503 | 6" SOLID LINE PAINT | LIN FT | 1,000.00 |