Line |
Item Number |
Description |
Units |
Quantity |
Bridge |
1 |
2021.501 |
MOBILIZATION |
LS |
1 |
2 |
2401.503 |
TYPE S (TL-4) 36" BARRIER CONC (3S52) (P) |
L F |
292 |
3 |
2401.507 |
STRUCTURAL CONCRETE (3B52) (P) |
C Y |
62 |
4 |
2401.508 |
REINFORCEMENT BARS (EPOXY COATED) (P) |
LB |
41,780 |
5 |
2401.508 |
REINFORCEMENT BARS (STAINLESS-75KSI) (P) |
LB |
470 |
6 |
2401.601 |
STRUCTURE EXCAVATION |
LS |
1 |
7 |
2401.601 |
SLOPE PREPARATION |
LS |
1 |
8 |
2401.618 |
BRIDGE SLAB CONCRETE (3YHPC-M) (P) |
S F |
4,171 |
9 |
2402.502 |
FLOOR DRAIN TYPE B706 |
EACH |
6 |
10 |
2402.502 |
ELASTOMERIC BEARING PAD |
EACH |
8 |
11 |
2405.503 |
PRESTRESSED CONCRETE BEAMS MN54 (P) |
L F |
473 |
12 |
2405.503 |
DIAPHRAGMS FOR TYPE MN54 PREST BEAMS (P) |
L F |
59 |
13 |
2406.503 |
EXPANSION JOINTS, DESIGN E8 (P) |
LF |
68 |
14 |
2406.504 |
BRIDGE APPROACH PANELS (P) |
S Y |
154 |
15 |
2452.502 |
C-I-P CONC TEST PILE 110 FT LONG 12" |
EACH |
2 |
16 |
2452.502 |
PILE POINTS 12" |
EACH |
16 |
17 |
2452.603 |
C-I-P CONCRETE PILING 12" |
L F |
1,400 |
18 |
2502.501 |
DRAINAGE SYSTEM TYPE (B910) |
LS |
1 |
19 |
2511.504 |
GEOTEXTILE FILTER TYPE 7 |
S Y |
1,140 |
20 |
2511.507 |
RANDOM RIPRAP CLASS IV |
C Y |
790 |
21 |
2563.601 |
TRAFFIC CONTROL |
LS |
1 |
Roadway |
22 |
2101.501 |
CLEARING & GRUBBING |
LS |
1 |
23 |
2104.502 |
REMOVE SIGN TYPE C |
EACH |
8 |
24 |
2104.503 |
SAWING BIT PAVEMENT (FULL DEPTH) |
L F |
52 |
25 |
2104.503 |
REMOVE METAL CULVERT |
L F |
59 |
26 |
2104.503 |
REMOVE FENCE |
L F |
640 |
27 |
2104.504 |
REMOVE BITUMINOUS PAVEMENT |
S Y |
2,484 |
28 |
2106.507 |
EXCAVATION - COMMON (P) |
C Y |
2,170 |
29 |
2106.507 |
SELECT GRANULAR EMBANKMENT (CV) (P) |
C Y |
1,768 |
30 |
2106.507 |
COMMON EMBANKMENT (CV) (P) |
C Y |
7,759 |
31 |
2118.509 |
AGGREGATE SURFACING CLASS 2 |
TON |
190 |
32 |
2123.510 |
MOTOR GRADER |
HOUR |
4 |
33 |
2123.610 |
STREET SWEEPER (WITH PICKUP BROOM) |
HOUR |
25 |
34 |
2131.506 |
CALCIUM CHLORIDE SOLUTION |
GAL |
2,000 |
35 |
2211.507 |
AGGREGATE BASE (CV) CLASS 5 (P) |
C Y |
971 |
36 |
2360.509 |
TYPE SP 9.5 WEARING COURSE MIX (2,C) |
TON |
445 |
37 |
2360.509 |
TYPE SP 12.5 NON WEAR COURSE MIX (2,C) |
TON |
297 |
38 |
2442.501 |
REMOVE EXISTING BRIDGE |
LS |
1 |
39 |
2501.502 |
18" GS PIPE APRON |
EACH |
4 |
40 |
2501.503 |
18" CP PIPE CULVERT |
L F |
120 |
41 |
2531.503 |
CONCRETE CURB & GUTTER DESIGN B624 |
L F |
44 |
42 |
2531.504 |
7" CONCRETE DRIVEWAY PAVEMENT |
S Y |
25 |
43 |
2554.502 |
END TREATMENT-TANGENT TERMINAL |
EACH |
4 |
44 |
2554.503 |
TRAFFIC BARRIER DESIGN TYPE 31 |
L F |
100 |
45 |
2554.503 |
TRAFFIC BARRIER DESIGN TRANS TYPE 31 |
L F |
100 |
46 |
2557.603 |
BARBED WIRE FENCE |
L F |
640 |
47 |
2563.613 |
PORTABLE CHANGEABLE MESSAGE SIGN |
UDAY |
14 |
48 |
2573.501 |
STABILIZED CONSTRUCTION EXIT |
LS |
1 |
49 |
2573.502 |
CULVERT END CONTROLS |
EACH |
4 |
50 |
2573.503 |
SILT FENCE, TYPE SD |
L F |
230 |
51 |
2573.503 |
SILT FENCE, TYPE MS |
L F |
2,270 |
52 |
2573.503 |
FLOTATION SILT CURTAIN TYPE MOVING WATER |
L F |
260 |
53 |
2573.503 |
SEDIMENT CONTROL LOG TYPE WOOD FIBER |
L F |
650 |
54 |
2573.602 |
ROCK DITCH CHECK |
EACH |
20 |
55 |
2575.504 |
RAPID STABILIZATION METHOD 4 |
S Y |
3,720 |
56 |
2575.523 |
RAPID STABILIZATION METHOD 3 |
MGAL |
7 |
57 |
2575.604 |
TURF REINFORCEMENT MAT (SCOURSTOP) |
SY |
822 |
58 |
2582.503 |
6" SOLID LINE MULTI COMP |
L F |
1,940 |
59 |
2582.503 |
4" DBLE SOLID LINE MULTI COMP |
L F |
970 |
|
2021.501 |
MOBILIZATION |
LS |
0 |