| Line |
Item Number |
Description |
Units |
Quantity |
| NON-PARTICIPATING |
|---|
|
2104.503/00255 |
REMOVE PIPE CULVERTS |
L F |
120 |
|
2118.507/00150 |
AGGREGATE SURFACING (CV) CLASS 5 |
C Y |
175 |
|
2123.510/00130 |
DOZER |
HOUR |
8 |
|
2401.601/00040 |
APPROACH GRADING |
LS |
1 |
|
2442.501/00010 |
REMOVE EXISTING BRIDGE |
LS |
1 |
|
2501.502/04018 |
18" GS PIPE APRON |
EACH |
8 |
|
2501.503/12018 |
18" CS PIPE CULVERT |
L F |
280 |
|
2511.509/00013 |
RANDOM RIPRAP CLASS III |
TON |
40 |
|
2573.501/00030 |
EROSION CONTROL SUPERVISOR |
LS |
1 |
|
2573.503/00023 |
SILT FENCE; TYPE MS |
L F |
684 |
|
2573.503/00031 |
FLOTATION SILT CURTAIN TYPE MOVING WATER |
L F |
160 |
|
2575.501/00020 |
TURF ESTABLISHMENT |
LS |
1 |
|
2575.504/00053 |
EROSION CONTROL BLANKETS CATEGORY 3 |
S Y |
1,403 |
|
2575.523/00020 |
RAPID STABILIZATION METHOD 3 |
MGAL |
15 |
| PARTICIPATING |
|---|
|
2021.501/00010 |
MOBILIZATION |
LS |
1 |
|
2105.507/00330 |
SELECT GRANULAR BORROW MOD 10% (CV) |
C Y |
260 |
|
2401.503/01146 |
TYPE F (TL-4) BARRIER CONCRETE (3S52) |
L F |
170 |
|
2401.507/03643 |
STRUCTURAL CONCRETE (3B52) |
C Y |
84 |
|
2401.508/00011 |
REINFORCEMENT BARS (EPOXY COATED) |
LB |
48,360 |
|
2401.601/00010 |
STRUCTURE EXCAVATION |
LS |
1 |
|
2401.601/00060 |
SLOPE PREPARATION |
LS |
1 |
|
2401.618/04001 |
BRIDGE SLAB CONCRETE (3YHPC-M) |
S F |
3,004 |
|
2402.502/07021 |
FLOOR DRAIN TYPE B702 MODIFIED |
EACH |
4 |
|
2402.508/00010 |
STRUCTURAL STEEL (3306) |
LB |
530 |
|
2452.502/02060 |
C-I-P CONC TEST PILE 60 FT LONG 12" |
EACH |
2 |
|
2452.502/03060 |
C-I-P CONC TEST PILE 60 FT LONG 16" |
EACH |
2 |
|
2452.502/20050 |
PILE POINTS 12" |
EACH |
8 |
|
2452.502/20060 |
PILE POINTS 16" |
EACH |
10 |
|
2452.603/06120 |
C-I-P CONCRETE PILING 12" |
L F |
300 |
|
2452.603/06160 |
C-I-P CONCRETE PILING 16" |
L F |
400 |
|
2511.504/00017 |
GEOTEXTILE FILTER TYPE 7 |
S Y |
640 |
|
2511.509/00013 |
RANDOM RIPRAP CLASS III |
TON |
510 |
|
2563.601/00010 |
TRAFFIC CONTROL |
LS |
1 |
|
2575.504/00083 |
TURF REINFORCEMENT MAT CATEGORY 3 |
S Y |
250 |
