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Project Items

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