| Line |
Item Number |
Description |
Units |
Quantity |
| 148744 |
|---|
| 1 |
2021.501/00010 |
MOBILIZATION |
LS |
1 |
| 3 |
2401.503/08436 |
TYPE S (TL-4) 36" BARRIER CONC (3S52) (P) |
L F |
592 |
| 4 |
2401.507/03643 |
STRUCTURAL CONCRETE (3B52) (P) |
C Y |
367 |
| 5 |
2401.508/00011 |
REINFORCEMENT BARS (EPOXY COATED) (P) |
LB |
106,810 |
| 6 |
2401.508/00027 |
REINFORCEMENT BARS (STAINLESS-75KSI) (P) |
LB |
620 |
| 7 |
2401.601/00010 |
STRUCTURE EXCAVATION |
LS |
1 |
| 8 |
2401.601/00060 |
SLOPE PREPARATION |
LS |
1 |
| 9 |
2401.601/00300 |
FOUNDATION PREP PILE BENT PIERS |
LS |
1 |
| 10 |
2401.618/04001 |
BRIDGE SLAB CONCRETE (3YHPC-M) (P) |
S F |
10,713 |
| 11 |
2402.502/07061 |
FLOOR DRAIN TYPE B706 MODIFIED |
EACH |
16 |
| 12 |
2402.502/08100 |
ELASTOMERIC BEARING PAD |
EACH |
8 |
| 13 |
2402.502/08200 |
BEARING ASSEMBLY |
EACH |
28 |
| 14 |
2405.503/00916 |
PRESTRESSED CONCRETE BEAMS 36M (P) |
L F |
1,258 |
| 15 |
2405.503/05036 |
DIAPHRAGMS FOR TYPE 36M PREST BEAMS (P) |
L F |
335 |
| 16 |
2406.503/00588 |
EXPANSION JOINTS; DESIGN E8H (P) |
L F |
76 |
| 17 |
2406.504/00010 |
BRIDGE APPROACH PANELS (P) |
S Y |
170 |
| 18 |
2442.501/00010 |
REMOVE EXISTING BRIDGE |
LS |
1 |
| 19 |
2452.502 |
C-I-P- CONCRETE TEST PILE 100 FT LONG 12" |
EACH |
5 |
| 20 |
2452.502/20050 |
PILE POINTS 12" |
EACH |
35 |
| 21 |
2452.603/06120 |
C-I-P CONCRETE PILING 12" |
L F |
2,700 |
| 22 |
2502.501/00010 |
DRAINAGE SYSTEM TYPE (B910) |
LS |
1 |
| 23 |
2511.504/00017 |
GEOTEXTILE FILTER TYPE 7 |
S Y |
1,394 |
| 24 |
2511.507/00014 |
RANDOM RIPRAP CLASS III |
C Y |
610 |
| 25 |
2554.502/00024 |
END TREATMENT-TANGENT TERMINAL |
EACH |
4 |
| 26 |
2554.503/00131 |
TRAFFIC BARRIER DESIGN TYPE 31 |
L F |
100 |
| 27 |
2554.503 |
TRAFFIC BARRIER DESIGN TRANSITION TYPE 31 |
LIN FT |
100 |
| 28 |
2563.601/00010 |
TRAFFIC CONTROL |
LS |
1 |
| 29 |
2011.601/00010 |
VIBRATION MONITORING |
LS |
1 |
| 30 |
2101.501/00020 |
CLEARING & GRUBBING |
LS |
1 |
| 31 |
2104.502/01220 |
REMOVE SIGN |
EACH |
4 |
| 32 |
2104.503/00205 |
SAWING BIT PAVEMENT (FULL DEPTH) |
L F |
64 |
| 33 |
2104.503/00265 |
REMOVE METAL CULVERT |
L F |
65 |
| 34 |
2104.503/00390 |
REMOVE FENCE |
L F |
360 |
| 35 |
2104.504/00120 |
REMOVE BITUMINOUS PAVEMENT |
S Y |
1,343 |
| 36 |
2105.507/00015 |
COMMON EXCAVATION |
C Y |
926 |
| 37 |
2105.507/00380 |
COMMON BORROW (CV) |
C Y |
336 |
| 39 |
2118.509/00010 |
AGGREGATE SURFACING CLASS 1 |
TON |
36 |
| 40 |
2123.510/00020 |
MOTOR GRADER |
HOUR |
8 |
| 41 |
2123.610/00410 |
STREET SWEEPER (WITH PICKUP BROOM) |
HOUR |
15 |
| 42 |
2130.523/00010 |
WATER |
MGAL |
80 |
| 43 |
2131.506/00010 |
CALCIUM CHLORIDE SOLUTION |
GAL |
1,200 |
| 44 |
2211.509/00070 |
AGGREGATE BASE CLASS 5 |
TON |
923 |
| 45 |
2221.509/00030 |
SHOULDER BASE AGGREGATE CLASS 2 |
TON |
103 |
| 46 |
2360.509/22300 |
TYPE SP 12.5 WEARING COURSE MIX (2;C) |
TON |
442 |
| 47 |
2501.502/04015 |
15" GS PIPE APRON |
EACH |
4 |
| 48 |
2501.503/05015 |
15" CP PIPE CULVERT |
L F |
140 |
| 49 |
2531.503 |
CONCRETE CURB AND GUTTER DESIGN B624 |
LIN FT |
33 |
| 50 |
2531.504/00070 |
7" CONCRETE DRIVEWAY PAVEMENT |
S Y |
25 |
| 51 |
2540.602/00095 |
RELOCATE MISCELLANEOUS STRUCTURE |
EACH |
1 |
| 52 |
2540.602/00158 |
RELOCATE MAIL BOX |
EACH |
1 |
| 53 |
2557.603/11042 |
BARBED WIRE FENCE |
L F |
360 |
| 54 |
2573.501/00025 |
STABILIZED CONSTRUCTION EXIT |
LS |
1 |
| 55 |
2573.503/00023 |
SILT FENCE; TYPE MS |
L F |
1,240 |
| 56 |
2573.503/00031 |
FLOTATION SILT CURTAIN TYPE MOVING WATER |
L F |
220 |
| 57 |
2573.503/00061 |
SEDIMENT CONTROL LOG TYPE WOOD FIBER |
L F |
760 |
| 58 |
2575.504/00083 |
TURF REINFORCEMENT MAT CATEGORY 3 |
S Y |
960 |
| 59 |
2575.504/00110 |
RAPID STABILIZATION METHOD 4 |
S Y |
1,020 |
| 60 |
2575.523/00020 |
RAPID STABILIZATION METHOD 3 |
MGAL |
4 |
| 2201 |
|---|
| 1 |
2021.501/00010 |
MOBILIZATION |
LS |
1 |
| 2 |
2105.507/00015 |
COMMON EXCAVATION |
C Y |
35 |
| 3 |
2360.509/22300 |
TYPE SP 12.5 WEARING COURSE MIX (2;C) |
TON |
71 |
| 4 |
2112.604/00036 |
SHAPE & COMPACT AGGREGATE BASE |
SY |
208 |
