Line |
Item Number |
Description |
Units |
Quantity |
1 |
2016.609 |
QUALITY MANAGEMENT - E-TICKETING |
TON |
40,760 |
2 |
2021.501 |
MOBILIZATION |
LS |
3 |
3 |
2104.502 |
REMOVE CASTING |
EACH |
1 |
4 |
2104.502 |
REMOVE SIGN |
EACH |
4 |
5 |
2104.502 |
SALVAGE SIGN |
EACH |
22 |
6 |
2104.503 |
SAWING BITUMINOUS PAVEMENT (FULL DEPTH) |
L F |
581 |
7 |
2104.503 |
REMOVE PIPE CULVERTS |
L F |
494 |
8 |
2104.503 |
REMOVE CURB AND GUTTER |
L F |
324 |
9 |
2104.504 |
REMOVE CONCRETE WALK |
S Y |
68 |
10 |
2104.504 |
REMOVE BITUMINOUS PAVEMENT |
S Y |
1,173 |
11 |
2104.507 |
REMOVE CONCRETE FLUME |
C Y |
2 |
12 |
2104.518 |
REMOVE BITUMINOUS OVERLAY |
S F |
700 |
13 |
2104.607 |
SALVAGE RANDOM RIPRAP |
C Y |
50 |
14 |
2104.618 |
REMOVE AND REPLACE BITUMINOUS PAVEMENT |
S F |
248 |
15 |
2106.507 |
EXCAVATION - COMMON |
C Y |
1,641 |
16 |
2106.507 |
EXCAVATION - SUBGRADE |
C Y |
2,848 |
17 |
2106.507 |
SELECT GRANULAR EMBANKMENT (CV) |
C Y |
3,692 |
18 |
2106.507 |
COMMON EMBANKMENT (CV) |
C Y |
994 |
19 |
2106.603 |
DITCH CLEANING |
L F |
400 |
20 |
2112.519 |
SUBGRADE PREPARATION |
RDST |
151 |
21 |
2118.509 |
AGGREGATE SURFACING CLASS 1 |
TON |
405 |
22 |
2118.609 |
AGGREGATE SURFACING SPECIAL |
TON |
1,870 |
23 |
2211.509 |
AGGREGATE BASE CLASS 5 |
TON |
3,350 |
24 |
2215.504 |
FULL DEPTH RECLAMATION |
S Y |
58,430 |
25 |
2221.509 |
SHOULDER BASE AGGREGATE CLASS 5 |
TON |
2,030 |
26 |
2231.509 |
BITUMINOUS PATCHING MIXTURE |
TON |
18 |
27 |
2232.504 |
MILL BITUMINOUS SURFACE (1.5") |
S Y |
16,000 |
28 |
2232.504 |
MILL BITUMINOUS SURFACE (2.0") |
S Y |
35,640 |
29 |
2232.504 |
MILL BITUMINOUS SURFACE (2.5") |
S Y |
35,638 |
30 |
2232.504 |
MILL BITUMINOUS SURFACE (3.0") |
S Y |
63,675 |
31 |
2232.603 |
MILLED SINUSOIDAL RUMBLE STRIPS-CL |
L F |
22,630 |
32 |
2357.506 |
BITUMINOUS MATERIAL FOR TACK COAT |
GAL |
18,864 |
33 |
2357.606 |
BITUMINOUS MATERIAL FOR SHOULDER TACK |
GAL |
1,500 |
34 |
2360.509 |
TYPE SP 9.5 WEARING COURSE MIXTURE (3,B) |
TON |
20,930 |
35 |
2360.509 |
TYPE SP 12.5 WEARING COURSE MIXTURE (3,B) |
TON |
14,725 |
36 |
2360.509 |
TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B) |
TON |
5,105 |
37 |
2501.502 |
12" CS PIPE APRON |
EACH |
6 |
38 |
2501.502 |
18" RC PIPE APRON |
EACH |
6 |
39 |
2501.502 |
24" RC PIPE APRON |
EACH |
2 |
40 |
2501.502 |
22" SPAN RC PIPE-ARCH APRON |
EACH |
6 |
41 |
2501.503 |
12" CS PIPE CULVERT |
L F |
130 |
42 |
2501.503 |
18" RC PIPE CULVERT |
L F |
144 |
43 |
2501.503 |
22" SPAN RC PIPE-ARCH CULVERT CLASS IIA |
L F |
156 |
44 |
2501.603 |
CLEAN PIPE CULVERT |
L F |
728 |
45 |
2503.503 |
24" RC PIPE SEWER DESIGN 3006 |
L F |
59 |
46 |
2504.602 |
ADJUST VALVE BOX-WATER |
EACH |
32 |
47 |
2506.502 |
CASTING ASSEMBLY |
EACH |
3 |
48 |
2506.502 |
ADJUST FRAME AND RING CASTING |
EACH |
36 |
49 |
2506.503 |
CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 |
L F |
25 |
50 |
2507.603 |
LINING CULVERT PIPE (44" SPAN) SPECIAL |
L F |
78 |
51 |
2511.504 |
GEOTEXTILE FILTER TYPE 7 |
S Y |
63 |
52 |
2512.507 |
GABION |
C Y |
30 |
53 |
2540.602 |
MAIL BOX SUPPORT |
EACH |
1 |
54 |
2540.602 |
RELOCATE MAIL BOX SUPPORT |
EACH |
6 |
55 |
2506.602 |
ADJUST DRAINAGE STRUCTURE |
EACH |
1 |
56 |
2521.602 |
DRILL AND GROUT REINF BAR (EPOXY COATED) |
EACH |
24 |
57 |
2521.618 |
CONCRETE WALK |
S F |
688 |
58 |
2531.503 |
CONCRETE CURB AND GUTTER DESIGN B624 |
L F |
324 |
59 |
2531.618 |
TRUNCATED DOMES |
S F |
99 |
60 |
2563.601 |
TRAFFIC CONTROL |
LS |
3 |
61 |
2564.502 |
INSTALL SIGN |
EACH |
22 |
62 |
2564.618 |
SIGN |
S F |
61 |
63 |
2573.501 |
EROSION CONTROL SUPERVISOR |
LS |
1 |
64 |
2573.502 |
STORM DRAIN INLET PROTECTION |
EACH |
12 |
65 |
2574.505 |
SOIL BED PREPARATION |
ACRE |
3.7 |
66 |
2574.507 |
COMMON TOPSOIL BORROW |
C Y |
170 |
67 |
2574.508 |
FERTILIZER TYPE 1 |
LB |
740 |
68 |
2575.501 |
TURF ESTABLISHMENT |
LS |
1 |
69 |
2575.505 |
SEEDING |
ACRE |
3.7 |
70 |
2575.508 |
SEED MIXTURE 25-121 |
LB |
740 |
71 |
2575.508 |
HYDRAULIC STABILIZED FIBER MATRIX |
LB |
11,100 |
72 |
2575.523 |
RAPID STABILIZATION METHOD 3 |
MGAL |
5 |
73 |
2575.602 |
SITE RESTORATION |
EACH |
8 |
74 |
2580.503 |
INTERIM PAVEMENT MARKING |
L F |
90,817 |
75 |
2582.503 |
4" SOLID LINE PAINT |
L F |
37,363 |
76 |
2582.503 |
24" SOLID LINE PAINT |
L F |
496 |
77 |
2582.503 |
4" BROKEN LINE PAINT |
L F |
1,330 |
78 |
2582.503 |
4" DOUBLE SOLID LINE PAINT |
L F |
13,395 |
79 |
2582.503 |
4" SOLID LINE PAINT (WR) |
L F |
5,338 |
80 |
2582.503 |
4" BROKEN LINE PAINT (WR) |
L F |
3,060 |
81 |
2582.503 |
4" DOUBLE SOLID LINE PAINT (WR) |
L F |
10,990 |
82 |
2582.503 |
6" SOLID LINE PAINT GROUND IN (WR) |
L F |
50,623 |
83 |
2582.503 |
24" SOLID LINE PAINT GROUND IN (WR) |
L F |
695 |
84 |
2582.503 |
8" DOTTED LINE PAINT GROUND IN (WR) |
L F |
95 |
85 |
2582.503 |
12" SOLID LINE MULTI-COMPONENT GROUND IN |
L F |
829 |
86 |
2582.518 |
PAVEMENT MESSAGE PAINT GROUND IN (WR) |
S F |
400 |
87 |
2582.518 |
PAVEMENT MESSAGE MULTI-COMPONENT GROUND IN |
S F |
1,373 |
88 |
2582.518 |
CROSSWALK MULTI-COMPONENT GROUND IN |
S F |
396 |