| Line |
Item Number |
Description |
Units |
Quantity |
| S.A.P. 056-615-018 (NON-PARTICIPATING) |
|---|
|
2021.501/00010 |
MOBILIZATION |
LS |
0.2 |
|
2051.501/00010 |
MAINT & RESTORATION OF HAUL ROADS |
LS |
1 |
|
2104.503/00205 |
SAWING BIT PAVEMENT (FULL DEPTH) |
L F |
75 |
|
2104.604/00009 |
SALVAGE BITUMINOUS PAVEMENT |
SQ YD |
1,540 |
|
2105.507/00015 |
COMMON EXCAVATION |
C Y |
1,635 |
|
2105.507/00050 |
SUBGRADE EXCAVATION |
C Y |
50 |
|
2105.507/00370 |
COMMON BORROW (EV) |
C Y |
50 |
|
2118.509/00010 |
AGGREGATE SURFACING CLASS 1 |
TON |
84 |
|
2123.510/00020 |
MOTOR GRADER |
HOUR |
5 |
|
2123.510/00040 |
3.0 CU YD DRAGLINE |
HOUR |
3 |
|
2123.510/00070 |
2.0 CU YD SHOVEL |
HOUR |
5 |
|
2123.510/00100 |
5.0 CU YD SHOVEL |
HOUR |
5 |
|
2123.510/00120 |
18 CU YD SCRAPER |
HOUR |
2 |
|
2123.510/00130 |
DOZER |
HOUR |
8 |
|
2211.509/00070 |
AGGREGATE BASE CLASS 5 |
TON |
1,148 |
|
2357.506/00010 |
BITUMINOUS MATERIAL FOR TACK COAT |
GAL |
97 |
|
2360.509/13300 |
TYPE SP 9.5 WEARING COURSE MIX (3;C) |
TON |
152 |
|
2360.509/23300 |
TYPE SP 12.5 WEARING COURSE MIX (3;C) |
TON |
152 |
|
2401.507/03643 |
STRUCTURAL CONCRETE (3B52) |
C Y |
16.9 |
|
2401.508/00011 |
REINFORCEMENT BARS (EPOXY COATED) |
LB |
8,528 |
|
2401.508/00026 |
REINFORCEMENT BARS (STAINLESS-60KSI) |
LB |
103 |
|
2401.518/03642 |
BRIDGE SLAB CONCRETE (3Y42-M) |
S F |
631 |
|
2401.601/00010 |
STRUCTURE EXCAVATION |
LS |
0.1 |
|
2401.601/00060 |
SLOPE PREPARATION |
LS |
0.1 |
|
2406.504/00010 |
BRIDGE APPROACH PANELS |
S Y |
26.8 |
|
2442.501/00010 |
REMOVE EXISTING BRIDGE |
LS |
1 |
|
2451.507/00090 |
GRANULAR BACKFILL (MOD) CV |
C Y |
110 |
|
2452.502/02115 |
C-I-P CONC TEST PILE 115 FT LONG 12" |
EACH |
0.2 |
|
2452.502/03125 |
C-I-P CONC TEST PILE 125 FT LONG 16" |
EACH |
0.2 |
|
2452.502/20050 |
PILE POINTS 12" |
EACH |
1.2 |
|
2452.502/20060 |
PILE POINTS 16" |
EACH |
1.2 |
|
2452.603/06120 |
C-I-P CONCRETE PILING 12" |
L F |
101 |
|
2452.603/06160 |
C-I-P CONCRETE PILING 16" |
L F |
110 |
|
2501.502/05015 |
15" RC PIPE APRON |
EACH |
2 |
|
2502.501/00010 |
DRAINAGE SYSTEM TYPE (B910) |
LS |
0.1 |
|
2503.503/19153 |
15" RC PIPE SEWER DES 3006 CL III |
L F |
36 |
|
2506.502/00070 |
CONST DRAINAGE STRUCTURE DESIGN G |
EACH |
2 |
|
2511.504/00017 |
GEOTEXTILE FILTER TYPE 7 |
S Y |
96 |
|
2511.507/00014 |
RANDOM RIPRAP CLASS III |
C Y |
55 |
|
2531.503/02320 |
CONCRETE CURB & GUTTER DESIGN B624 |
L F |
40 |
|
2563.601/00010 |
TRAFFIC CONTROL |
LS |
0.2 |
|
2573.503/00023 |
SILT FENCE; TYPE MS |
L F |
861 |
|
2573.503/00031 |
FLOTATION SILT CURTAIN TYPE MOVING WATER |
L F |
550 |
|
2573.503/00060 |
SEDIMENT CONTROL LOG TYPE STRAW |
L F |
128 |
|
2574.507/00100 |
COMMON TOPSOIL BORROW |
C Y |
25 |
|
2575.523/00020 |
RAPID STABILIZATION METHOD 3 |
MGAL |
2 |
|
2580.503/00010 |
INTERIM PAVEMENT MARKING |
L F |
60 |
|
2582.503/30107 |
6" SOLID LINE EPOXY |
LIN FT |
1,020 |
|
2582.503/30205 |
4" BROKEN LINE EPOXY |
LIN FT |
75 |
| S.A.P. 056-615-018 (PARTICIPATING) |
|---|
|
2021.501/00010 |
MOBILIZATION |
LUMP SUM |
0.8 |
|
2401.503/00346 |
TYPE CURB BARRIER CONCRETE (3S52) |
L F |
126 |
|
2401.503/08436 |
TYPE S (TL-4) 36" BARRIER CONC (3S52) |
L F |
126 |
|
2401.503/08442 |
TYPE S (TL-4) 42" BARRIER CONC (3S52) |
L F |
126 |
|
2401.507/03643 |
STRUCTURAL CONCRETE (3B52) |
C Y |
123.9 |
|
2401.508/00011 |
REINFORCEMENT BARS (EPOXY COATED) |
LB |
62,540 |
|
2401.508/00026 |
REINFORCEMENT BARS (STAINLESS-60KSI) |
LB |
753 |
|
2401.518/03642 |
BRIDGE SLAB CONCRETE (3Y42-M) |
S F |
4,629 |
|
2401.601/00010 |
STRUCTURE EXCAVATION |
LS |
0.9 |
|
2401.601/00060 |
SLOPE PREPARATION |
LS |
0.9 |
|
2402.503/00020 |
ORNAMENTAL METAL RAILING TYPE SPECIAL |
L F |
126 |
|
2406.504/00010 |
BRIDGE APPROACH PANELS |
S Y |
196.5 |
|
2451.507/00090 |
GRANULAR BACKFILL (MOD) CV |
C Y |
810 |
|
2452.502/02115 |
C-I-P CONC TEST PILE 115 FT LONG 12" |
EACH |
1.8 |
|
2452.502/03125 |
C-I-P CONC TEST PILE 125 FT LONG 16" |
EACH |
1.8 |
|
2452.502/20050 |
PILE POINTS 12" |
EACH |
8.8 |
|
2452.502/20060 |
PILE POINTS 16" |
EACH |
8.8 |
|
2452.603/06120 |
C-I-P CONCRETE PILING 12" |
L F |
739 |
|
2452.603/06160 |
C-I-P CONCRETE PILING 16" |
L F |
810 |
|
2502.501/00010 |
DRAINAGE SYSTEM TYPE (B910) |
LS |
0.9 |
|
2511.504/00017 |
GEOTEXTILE FILTER TYPE 7 |
S Y |
700 |
|
2511.507/00014 |
RANDOM RIPRAP CLASS III |
C Y |
402 |
|
2545.501/00110 |
CONDUIT SYSTEM |
LS |
1 |
|
2554.502/00024 |
END TREATMENT-TANGENT TERMINAL |
EACH |
2 |
|
2554.503/00131 |
TRAFFIC BARRIER DESIGN TYPE 31 |
L F |
100 |
|
2554.503/00137 |
TRAFFIC BARRIER DESIGN TRANS TYPE 31 |
L F |
50 |
|
2554.615/00009 |
IMPACT ATTENUATOR |
AMBY |
2 |
|
2563.601/00010 |
TRAFFIC CONTROL |
LS |
0.8 |
