| Line |
Item Number |
Description |
Units |
Quantity |
|
2021.501/00010 |
MOBILIZATION |
LS |
1 |
|
2101.511/00010 |
CLEARING & GRUBBING |
LS |
1 |
|
2104.501/00012 |
REMOVE METAL CULVERT |
L F |
41 |
|
2104.604 |
SALVAGE AGGREGATE SURFACING |
SQ YD |
998 |
|
2105.501/00010 |
COMMON EXCAVATION |
C Y |
247 |
|
2105.523/00030 |
COMMON BORROW (CV) |
C Y |
531 |
|
2118.501/00010 |
AGGREGATE SURFACING CLASS 1 |
TON |
120 |
|
2211.501/00050 |
AGGREGATE BASE CLASS 5 |
TON |
240 |
|
2401.501/03643 |
STRUCTURAL CONCRETE (3B52) |
C Y |
50 |
|
2401.513/08400 |
TYPE S (TL-4) BARRIER CONC (3S52) |
L F |
238 |
|
2401.541/00011 |
REINFORCEMENT BARS (EPOXY COATED) |
LB |
33,670 |
|
2401.601/00010 |
STRUCTURE EXCAVATION |
LS |
1 |
|
2401.601/00060 |
SLOPE PREPARATION |
LS |
1 |
|
2401.618/04001 |
BRIDGE SLAB CONCRETE (3YHPC-M) |
S F |
3,689 |
|
2402.521/00006 |
STRUCTURAL STEEL (3306) |
LB |
464 |
|
2402.546/07060 |
FLOOR DRAIN TYPE B706 |
EACH |
2 |
|
2402.590/00010 |
ELASTOMERIC BEARING PAD |
EACH |
10 |
|
2405.502/20045 |
PRESTRESSED CONCRETE BEAMS MN45 |
L F |
587 |
|
2405.511/20045 |
DIAPHRAGMS FOR TYPE MN45 PREST BEAMS |
L F |
51 |
|
2442.501/00010 |
REMOVE EXISTING BRIDGE |
LS |
1 |
|
2452.519/02070 |
C-I-P CONC TEST PILE 70 FT LONG 12" |
EACH |
2 |
|
2452.529/00012 |
PILE POINTS 12" |
EACH |
14 |
|
2452.603/00112 |
C-I-P CONCRETE PILING 12" |
L F |
720 |
|
2501.511/20180 |
18" CS PIPE CULVERT |
L F |
60 |
|
2501.515/20180 |
18" GS PIPE APRON |
EACH |
2 |
|
2502.502/00010 |
DRAINAGE SYSTEM TYPE (B910) |
LS |
1 |
|
2511.501/00013 |
RANDOM RIPRAP CLASS III |
C Y |
460 |
|
2511.515/00017 |
GEOTEXTILE FILTER TYPE VII |
S Y |
944 |
|
2563.601/00010 |
TRAFFIC CONTROL |
LS |
1 |
|
2573.502/00040 |
SILT FENCE, TYPE MS |
L F |
1,383 |
|
2573.505/00020 |
FLOTATION SILT CURTAIN TYPE MOVING WATER |
L F |
180 |
|
2573.533/00012 |
SEDIMENT CONTROL LOG TYPE WOOD FIBER |
L F |
255 |
|
2575.525/00030 |
TURF REINFORCEMENT MAT CATEGORY 3 |
S Y |
67 |
|
2575.571/00010 |
RAPID STABILIZATION METHOD 3 |
MGAL |
4 |
|
2575.572/00010 |
RAPID STABILIZATION METHOD 4 |
S Y |
1,300 |
