Line |
Item Number |
Description |
Units |
Quantity |
SAP 064-599-121 Waterbury Twp. Bridge Replacement |
1 |
2101.501 |
CLEARING AND GRUBBING |
LS |
1 |
2 |
2104.503 |
REMOVE PIPE CULVERTS |
L F |
235 |
3 |
2106.507 |
EXCAVATION - COMMON |
C Y |
286 |
4 |
2123.510 |
3.0 CU YD SHOVEL |
HOUR |
10 |
5 |
2123.510 |
DOZER |
HOUR |
10 |
6 |
2211.509 |
AGGREGATE BASE CLASS 5 (P) |
TON |
717 |
7 |
2401.601 |
APPROACH GRADING |
LS |
1 |
8 |
2442.501 |
REMOVE EXISTING BRIDGE |
LS |
1 |
9 |
2501.502 |
18" GS PIPE APRON |
EACH |
4 |
10 |
2501.503 |
18" CS PIPE CULVERT |
L F |
248 |
11 |
2573.501 |
EROSION CONTROL SUPERVISOR |
LS |
1 |
12 |
2573.503 |
FLOTATION SILT CURTAIN TYPE MOVING WATER |
L F |
200 |
13 |
2573.503 |
SILT FENCE, TYPE MS |
L F |
1,396 |
14 |
2575.501 |
TURF ESTABLISHMENT |
LS |
1 |
15 |
2575.504 |
RAPID STABILIZATION METHOD 4 |
S Y |
1,813 |
16 |
2575.504 |
ROLLED EROSION PREVENTION CATEGORY 20 |
S Y |
1,813 |
17 |
2021.501 |
MOBILIZATION |
LS |
1 |
18 |
2401.503 |
TYPE MOD S (TL-4) BARRIER CONCRETE (3S52) (P) |
L F |
156 |
19 |
2401.507 |
STRUCTURAL CONCRETE (3B52) (P) |
C Y |
51 |
20 |
2401.508 |
REINFORCEMENT BARS (EPOXY COATED) (P) |
LB |
22,970 |
21 |
2401.518 |
BRIDGE SLAB CONCRETE (3YHPC-M) (P) |
S F |
2,416 |
22 |
2401.601 |
SLOPE PREPARATION |
LS |
1 |
23 |
2401.601 |
STRUCTURE EXCAVATION |
LS |
1 |
24 |
2402.502 |
ELASTOMERIC BEARING PAD TYPE 1 |
EACH |
8 |
25 |
2402.502 |
FLOOR DRAIN TYPE B706 MODIFIED |
EACH |
2 |
26 |
2402.508 |
STRUCTURAL STEEL (3306) (P) |
LB |
470 |
27 |
2405.503 |
PRESTRESSED CONCRETE BEAMS 30MH (P) |
L F |
308 |
28 |
2452.502 |
C-I-P CONCRETE TEST PILE 65 FT LONG 12" |
EACH |
2 |
29 |
2452.502 |
PILE POINTS 12" |
EACH |
10 |
30 |
2452.503 |
C-I-P CONCRETE PILING 12" |
L F |
440 |
31 |
2502.501 |
DRAINAGE SYSTEM TYPE (B910) |
LS |
1 |
32 |
2511.504 |
GEOTEXTILE FILTER TYPE 7 |
S Y |
700 |
33 |
2511.509 |
RANDOM RIPRAP CLASS III (P) |
TON |
580 |
34 |
2563.601 |
TRAFFIC CONTROL |
LS |
1 |
SAP 064-599-123 Brookville Twp. Bridge Replacement |
1 |
2104.502 |
REMOVE SIGN |
EACH |
6 |
2 |
2104.503 |
REMOVE PIPE CULVERTS |
L F |
167 |
3 |
2106.507 |
COMMON EMBANKMENT (CV) (P) |
C Y |
640 |
4 |
2106.507 |
EXCAVATION - COMMON (P) |
C Y |
417 |
5 |
2118.509 |
AGGREGATE SURFACING CLASS 5 |
TON |
507 |
6 |
2123.510 |
3.0 CU YD SHOVEL |
HOUR |
10 |
7 |
2123.510 |
DOZER |
HOUR |
10 |
8 |
2442.501 |
REMOVE EXISTING BRIDGE |
LS |
1 |
9 |
2501.502 |
15" GS PIPE APRON |
EACH |
6 |
10 |
2501.503 |
15" CS PIPE CULVERT |
L F |
180 |
11 |
2511.509 |
RANDOM RIPRAP CLASS III |
TON |
589 |
12 |
2573.501 |
EROSION CONTROL SUPERVISOR |
LS |
1 |
13 |
2573.502 |
CULVERT END CONTROLS |
EACH |
3 |
14 |
2573.503 |
FLOTATION SILT CURTAIN TYPE MOVING WATER |
L F |
325 |
15 |
2573.503 |
SEDIMENT CONTROL LOG TYPE STRAW |
L F |
325 |
16 |
2573.503 |
SILT FENCE, TYPE MS |
L F |
919 |
17 |
2575.501 |
TURF ESTABLISHMENT |
LS |
1 |
18 |
2575.504 |
RAPID STABILIZATION METHOD 4 |
S Y |
500 |
19 |
2575.504 |
ROLLED EROSION PREVENTION CATEGORY 25 |
S Y |
2,232 |
20 |
2021.501 |
MOBILIZATION |
LS |
1 |
21 |
2401.503 |
TYPE S (TL-4) BARRIER CONCRETE (3S52) (P) |
L F |
157 |
22 |
2401.507 |
STRUCTURAL CONCRETE (3B52) (P) |
C Y |
69 |
23 |
2401.508 |
REINFORCEMENT BARS (EPOXY COATED) (P) |
LB |
26,310 |
24 |
2401.508 |
REINFORCEMENT BARS (STAINLESS-75KSI) (P) |
LB |
130 |
25 |
2401.518 |
BRIDGE SLAB CONCRETE (3Y42-M) (P) |
S F |
2,402 |
26 |
2401.601 |
SLOPE PREPARATION |
LS |
1 |
27 |
2401.601 |
STRUCTURE EXCAVATION |
LS |
1 |
28 |
2402.502 |
ELASTOMERIC BEARING PAD TYPE 1 |
EACH |
8 |
29 |
2402.508 |
STRUCTURAL STEEL (3306) (P) |
LB |
490 |
30 |
2405.503 |
PRESTRESSED CONCRETE BEAMS 30MH (P) |
L F |
305 |
31 |
2406.504 |
BRIDGE APPROACH PANELS (P) |
S Y |
53 |
32 |
2451.609 |
STRUCTURAL BACKFILL (P) |
TON |
695 |
33 |
2452.502 |
C-I-P CONCRETE TEST PILE 85 FT LONG 12" |
EACH |
2 |
34 |
2452.502 |
PILE POINTS 12" |
EACH |
12 |
35 |
2452.503 |
C-I-P CONCRETE PILING 12" |
L F |
750 |
36 |
2502.501 |
DRAINAGE SYSTEM TYPE (B910) |
LS |
1 |
38 |
2563.601 |
TRAFFIC CONTROL |
LS |
1 |
39 |
2575.504 |
ROLLED EROSION PREVENTION CATEGORY 74 |
S Y |
200 |