| Line |
Item Number |
Description |
Units |
Quantity |
|
2016.601/00050 |
QUALITY MANAGEMENT |
LUMP SUM |
2 |
|
2021.501/00010 |
MOBILIZATION |
LUMP SUM |
4 |
|
2101.505/00020 |
CLEARING |
ACRE |
0.05 |
|
2101.505/00030 |
GRUBBING |
ACRE |
0.05 |
|
2104.502/00790 |
REMOVE CATCH BASIN |
EACH |
1 |
|
2104.502/00820 |
REMOVE CASTING |
EACH |
2 |
|
2104.503/00195 |
SAWING CONCRETE PAVEMENT (FULL DEPTH) |
LIN FT |
36 |
|
2104.503/00200 |
SAWING BITUMINOUS PAVEMENT |
LIN FT |
1,056 |
|
2104.503/00255 |
REMOVE PIPE CULVERTS |
LIN FT |
1,830 |
|
2104.503/00315 |
REMOVE CURB & GUTTER |
LIN FT |
40 |
|
2104.503/00680 |
REMOVE GUTTER |
LIN FT |
867 |
|
2104.504/00090 |
REMOVE CONCRETE PAVEMENT |
SQ YD |
28 |
|
2104.504/00120 |
REMOVE BITUMINOUS PAVEMENT |
SQ YD |
640 |
|
2105.504/00035 |
GEOTEXTILE FABRIC TYPE 5 |
SQ YD |
2,600 |
|
2105.603/00060 |
DITCH CLEANING |
LIN FT |
80 |
|
2105.604/00060 |
GEOGRID |
SQ YD |
4,731 |
|
2105.619/00040 |
INSLOPE/SHOULDER RESTORATION |
ROAD STA |
1,164 |
|
2106.507/00010 |
EXCAVATION - COMMON |
CU YD |
1,867 |
|
2106.507/00040 |
EXCAVATION - SUBGRADE |
CU YD |
6,404 |
|
2106.507/00080 |
SELECT GRANULAR EMBANKMENT (CV) |
CU YD |
4,405 |
|
2112.519/00010 |
SUBGRADE PREPARATION |
ROAD STA |
898 |
|
2112.619/00030 |
SHOULDER PREPARATION |
ROAD STA |
533 |
|
2118.509/00010 |
AGGREGATE SURFACING CLASS 1 |
TON |
5,760 |
|
2118.609/00080 |
AGGREGATE SURFACING SPECIAL |
TON |
5,289 |
|
2123.610/00350 |
CRAWLER MOUNTED BACKHOE |
HOUR |
4 |
|
2123.610/00370 |
SKID LOADER |
HOUR |
10 |
|
2211.509/00070 |
AGGREGATE BASE CLASS 5 |
TON |
4,489 |
|
2215.504/00010 |
FULL DEPTH RECLAMATION |
SQ YD |
240,562 |
|
2232.504/00040 |
MILL BITUMINOUS SURFACE (1.5") |
SQ YD |
711 |
|
2232.504/00120 |
MILL BITUMINOUS SURFACE (3.0") |
SQ YD |
49,605 |
|
2357.506/00010 |
BITUMINOUS MATERIAL FOR TACK COAT |
GALLON |
22,597 |
|
2357.606/00020 |
BITUMINOUS MATERIAL FOR SHOULDER TACK |
GALLON |
12,837 |
|
2360.509/12200 |
TYPE SP 9.5 WEARING COURSE MIX (2,B) |
TON |
8,065 |
|
2360.509/12250 |
TYPE SP 9.5 NON WEAR COURSE MIX (2,B) |
TON |
7,104 |
|
2360.509/22120 |
TYPE SP 9.5 WEARING COURSE MIX (2,B) SPEC |
TON |
33,168 |
|
2360.509/22205 |
TYPE SP 12.5 NON WEAR COURSE MIX (2,B) |
TON |
159 |
|
2360.509/22220 |
TYPE SP 12.5 WEARING COURSE MIX (2,B) SPEC |
TON |
30,749 |
|
2451.507/00270 |
COARSE AGGREGATE BEDDING (CV) |
CU YD |
722 |
|
2501.502/02015 |
15" CAS PIPE APRON |
EACH |
4 |
|
2501.502/05015 |
15" RC PIPE APRON |
EACH |
4 |
|
2501.502/05018 |
18" RC PIPE APRON |
EACH |
22 |
|
2501.502/05024 |
24" RC PIPE APRON |
EACH |
30 |
|
2501.502/05036 |
36" RC PIPE APRON |
EACH |
8 |
|
2501.503/00015 |
15" CAS PIPE CULVERT |
LIN FT |
104 |
|
2501.503/13152 |
15" RC PIPE CULVERT |
LIN FT |
72 |
|
2501.503/13182 |
18" RC PIPE CULVERT |
LIN FT |
506 |
|
2501.503/13242 |
24" RC PIPE CULVERT |
LIN FT |
792 |
|
2501.503/13362 |
36" RC PIPE CULVERT |
LIN FT |
194 |
|
2503.602/00320 |
CONNECT TO EXISTING STORM SEWER |
EACH |
2 |
|
2506.502/06000 |
CASTING ASSEMBLY |
EACH |
1 |
|
2506.503/00080 |
CONST DRAINAGE STRUCTURE DESIGN H |
LIN FT |
2.75 |
|
2506.602/06030 |
RECONSTRUCT DRAINAGE STRUCTURE |
EACH |
1 |
|
2511.507/00014 |
RANDOM RIPRAP CLASS III |
CU YD |
47 |
|
2531.503/02320 |
CONCRETE CURB & GUTTER DESIGN B624 |
LIN FT |
40 |
|
2535.603/00010 |
BITUMINOUS GUTTER |
LIN FT |
867 |
|
2540.602/00150 |
MAIL BOX SUPPORT |
EACH |
193 |
|
2563.601/00010 |
TRAFFIC CONTROL |
LUMP SUM |
4 |
|
2573.503/00023 |
SILT FENCE; TYPE MS |
LIN FT |
1,850 |
|
2573.503/00030 |
FLOTATION SILT CURTAIN TYPE STILL WATER |
LIN FT |
150 |
|
2573.503/00061 |
SEDIMENT CONTROL LOG TYPE WOOD FIBER |
LIN FT |
800 |
|
2573.510/00030 |
SEDIMENT REMOVAL VAC TRUCK |
HOUR |
4 |
|
2574.505/00020 |
SOIL BED PREPARATION |
ACRE |
2.5 |
|
2574.507/00100 |
COMMON TOPSOIL BORROW |
CU YD |
1,637 |
|
2574.508/00011 |
FERTILIZER TYPE 1 |
POUND |
500 |
|
2575.504/00110 |
RAPID STABILIZATION METHOD 4 |
SQ YD |
4,485 |
|
2575.505/00021 |
SEEDING |
ACRE |
2.5 |
|
2575.508/25151 |
SEED MIXTURE 25-151 |
POUND |
500 |
|
2575.508/40002 |
HYDRAULIC BONDED FIBER MATRIX |
POUND |
8,750 |
|
2580.503/00010 |
INTERIM PAVEMENT MARKING |
LIN FT |
168,924 |
|
2582.503/10104 |
4" SOLID LINE PAINT |
LIN FT |
272,504 |
|
2582.503/10124 |
24" SOLID LINE PAINT |
LIN FT |
27 |
|
2582.503/10204 |
4" BROKEN LINE PAINT |
LIN FT |
17,422 |
|
2582.503/10308 |
8" DOTTED LINE PAINT |
LIN FT |
70 |
|
2582.503/10404 |
4" DBLE SOLID LINE PAINT |
LIN FT |
26,420 |
|
2582.503/20124 |
24" SOLID LINE PAINT GR IN (WR) |
LIN FT |
96 |
|
2582.518/01020 |
PAVT MSSG PAINT GR IN (WR) |
SQ FT |
124 |
