bidVAULT

Welcome, Guest!
Log in | Project Owner Login | Privacy Policy | Disclaimer | Official bid entry time: 07/24/2024 7:07 AM CDT | rss feed icon | calendar icon
 

Project Items

Line Item Number Description Units Quantity
1 2021.501 MOBILIZATION LS 1
2 2104.503 SAWING BITUMINOUS PAVEMENT L F 51
3 2104.504 REMOVE BITUMINOUS PAVEMENT S Y 1,130
4 2106.507 EXCAVATION - COMMON (P) C Y 335
5 2106.507 COMMON EMBANKMENT (CV) (P) C Y 413
6 2118.509 AGGREGATE SURFACING CLASS 2 TON 105
7 2211.509 AGGREGATE BASE CLASS 5 TON 1,141
8 2360.509 TYPE SP 9.5 WEARING COURSE MIX (2,C) TON 117
9 2360.509 TYPE SP 12.5 WEARING COURSE MIX (2,C) TON 362
10 2401.503 TYPE S (TL-4) BARRIER CONC (3S52) (P) L F 194
11 2401.507 STRUCTURAL CONCRETE (3B52) (P) C Y 75
12 2401.508 REINFORCEMENT BARS (EPOXY COATED) (P) LB 29,710
13 2401.508 REINFORCEMENT BARS (STAINLESS-75KSI) (P) LB 370
14 2401.518 BRIDGE SLAB CONCRETE (3YHPC-M) (P) S F 2,448
15 2401.601 STRUCTURE EXCAVATION LS 1
16 2401.601 SLOPE PREPARATION LS 1
17 2402.502 FLOOR DRAIN TYPE B706 MODIFIED EACH 2
18 2402.502 ELASTOMERIC BEARING PAD TYPE 1 EACH 8
19 2405.503 PRESTRESSED CONCRETE BEAMS 30MH (P) L F 276
20 2406.503 EXPANSION JOINTS, DESIGN E8 L F 68
21 2406.504 BRIDGE APPROACH PANELS (P) S Y 154
22 2442.501 REMOVE EXISTING BRIDGE LS 1
23 2452.502 C-I-P CONC TEST PILE 100 FT LONG 12" EACH 2
24 2452.502 PILE POINTS 12" EACH 10
25 2452.503 C-I-P CONCRETE PILING 12" L F 720
26 2502.501 DRAINAGE SYSTEM TYPE (B910) LS 1
27 2511.504 GEOTEXTILE FILTER TYPE 7 S Y 710
28 2511.509 RANDOM RIPRAP CLASS V TON 700
29 2531.503 CONCRETE CURB & GUTTER DESIGN B624 L F 79
30 2554.502 END TREATMENT-TANGENT TERMINAL EACH 4
31 2554.503 TRAFFIC BARRIER DESIGN TYPE 31 L F 250
32 2554.503 TRAFFIC BARRIER DESIGN TRANS TYPE 31 L F 150
33 2563.601 TRAFFIC CONTROL LS 1
34 2573.503 SILT FENCE, TYPE MS L F 1,181
35 2573.503 FLOTATION SILT CURTAIN TYPE MOVING WATER L F 240
36 2575.501 TURF ESTABLISHMENT LS 1
37 2575.504 ROLLED EROSION PREVENTION CATEGORY 20 S Y 1,785
38 2575.505 RAPID STABILIZATION METHOD 1 ACRE 0.4