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Project Items

Line Item Number Description Units Quantity
1 2021.501 MOBILIZATION LS 1
2 2101.501 CLEARING AND GRUBBING LS 1
3 2104.503 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) L F 46
4 2104.503 REMOVE PIPE CULVERTS L F 37
5 2104.504 REMOVE BITUMINOUS PAVEMENT S Y 1,692
6 2106.507 EXCAVATION - COMMON (P) C Y 549
7 2106.507 COMMON EMBANKMENT (CV) (P) C Y 1,340
8 2118.507 AGGREGATE SURFACING (CV) CLASS 1 (P) C Y 27
9 2211.507 AGGREGATE BASE (CV) CLASS 5 (P) C Y 692
10 2221.507 SHOULDER BASE AGGREGATE (CV) CLASS 1 C Y 87
11 2360.509 TYPE SP 12.5 WEARING COURSE MIXTURE (2,B) TON 300
12 2360.509 TYPE SP 12.5 NON WEARING COURSE MIXTURE (2,B) TON 206
13 2401.503 TYPE S (TL-4) BARRIER CONCRETE (3S52) (P) L F 112
14 2401.507 STRUCTURAL CONCRETE (3B52) (P) C Y 74
15 2401.508 REINFORCEMENT BARS (EPOXY COATED) (P) LB 24,860
16 2401.518 BRIDGE SLAB CONCRETE (3YHPC-M) (P) S F 1,958
17 2401.601 STRUCTURE EXCAVATION LS 1
18 2401.601 SLOPE PREPARATION LS 1
19 2402.502 FLOOR DRAIN TYPE B706 MODIFIED EACH 2
20 2402.502 ELASTOMERIC BEARING PAD TYPE 1 EACH 8
21 2402.508 STRUCTURAL STEEL (3306) (P) LB 540
22 2405.503 PRESTRESSED CONCRETE BEAMS 27M (P) L F 220
23 2442.501 REMOVE EXISTING BRIDGE LS 1
24 2452.502 C-I-P CONCRETE TEST PILE 70 FT LONG 12" EACH 1
25 2452.502 C-I-P CONCRETE TEST PILE 80 FT LONG 12" EACH 1
26 2452.502 PILE POINTS 12" EACH 10
27 2452.503 C-I-P CONCRETE PILING 12" L F 520
28 2501.502 18" CAS SAFETY APRON AND GRATE DESIGN 3128 EACH 2
29 2501.503 18" CS PIPE CULVERT L F 74
30 2502.501 DRAINAGE SYSTEM TYPE (B910) LS 1
31 2511.507 RANDOM RIPRAP CLASS IV C Y 290
32 2511.507 GRANULAR FILTER C Y 70
33 2531.503 CONCRETE CURB AND GUTTER DESIGN B618 L F 32
34 2563.601 TRAFFIC CONTROL LS 1
35 2573.503 SILT FENCE, TYPE MS L F 1,679
36 2573.503 FLOTATION SILT CURTAIN TYPE MOVING WATER L F 250
37 2573.503 SEDIMENT CONTROL LOG TYPE WOOD FIBER L F 136
38 2575.501 TURF ESTABLISHMENT LS 1
39 2575.504 ROLLED EROSION PREVENTION CATEGORY 20 S Y 3,411
40 2575.504 ROLLED EROSION PREVENTION CATEGORY 74 S Y 90
41 2575.523 RAPID STABILIZATION METHOD 3 MGAL 4.3