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Project Items

Line Item Number Description Units Quantity
148744
1 2021.501/00010 MOBILIZATION LS 1
3 2401.503/08436 TYPE S (TL-4) 36" BARRIER CONC (3S52) (P) L F 592
4 2401.507/03643 STRUCTURAL CONCRETE (3B52) (P) C Y 367
5 2401.508/00011 REINFORCEMENT BARS (EPOXY COATED) (P) LB 106,810
6 2401.508/00027 REINFORCEMENT BARS (STAINLESS-75KSI) (P) LB 620
7 2401.601/00010 STRUCTURE EXCAVATION LS 1
8 2401.601/00060 SLOPE PREPARATION LS 1
9 2401.601/00300 FOUNDATION PREP PILE BENT PIERS LS 1
10 2401.618/04001 BRIDGE SLAB CONCRETE (3YHPC-M) (P) S F 10,713
11 2402.502/07061 FLOOR DRAIN TYPE B706 MODIFIED EACH 16
12 2402.502/08100 ELASTOMERIC BEARING PAD EACH 8
13 2402.502/08200 BEARING ASSEMBLY EACH 28
14 2405.503/00916 PRESTRESSED CONCRETE BEAMS 36M (P) L F 1,258
15 2405.503/05036 DIAPHRAGMS FOR TYPE 36M PREST BEAMS (P) L F 335
16 2406.503/00588 EXPANSION JOINTS; DESIGN E8H (P) L F 76
17 2406.504/00010 BRIDGE APPROACH PANELS (P) S Y 170
18 2442.501/00010 REMOVE EXISTING BRIDGE LS 1
19 2452.502 C-I-P- CONCRETE TEST PILE 100 FT LONG 12" EACH 5
20 2452.502/20050 PILE POINTS 12" EACH 35
21 2452.603/06120 C-I-P CONCRETE PILING 12" L F 2,700
22 2502.501/00010 DRAINAGE SYSTEM TYPE (B910) LS 1
23 2511.504/00017 GEOTEXTILE FILTER TYPE 7 S Y 1,394
24 2511.507/00014 RANDOM RIPRAP CLASS III C Y 610
25 2554.502/00024 END TREATMENT-TANGENT TERMINAL EACH 4
26 2554.503/00131 TRAFFIC BARRIER DESIGN TYPE 31 L F 100
27 2554.503 TRAFFIC BARRIER DESIGN TRANSITION TYPE 31 LIN FT 100
28 2563.601/00010 TRAFFIC CONTROL LS 1
29 2011.601/00010 VIBRATION MONITORING LS 1
30 2101.501/00020 CLEARING & GRUBBING LS 1
31 2104.502/01220 REMOVE SIGN EACH 4
32 2104.503/00205 SAWING BIT PAVEMENT (FULL DEPTH) L F 64
33 2104.503/00265 REMOVE METAL CULVERT L F 65
34 2104.503/00390 REMOVE FENCE L F 360
35 2104.504/00120 REMOVE BITUMINOUS PAVEMENT S Y 1,343
36 2105.507/00015 COMMON EXCAVATION C Y 926
37 2105.507/00380 COMMON BORROW (CV) C Y 336
39 2118.509/00010 AGGREGATE SURFACING CLASS 1 TON 36
40 2123.510/00020 MOTOR GRADER HOUR 8
41 2123.610/00410 STREET SWEEPER (WITH PICKUP BROOM) HOUR 15
42 2130.523/00010 WATER MGAL 80
43 2131.506/00010 CALCIUM CHLORIDE SOLUTION GAL 1,200
44 2211.509/00070 AGGREGATE BASE CLASS 5 TON 923
45 2221.509/00030 SHOULDER BASE AGGREGATE CLASS 2 TON 103
46 2360.509/22300 TYPE SP 12.5 WEARING COURSE MIX (2;C) TON 442
47 2501.502/04015 15" GS PIPE APRON EACH 4
48 2501.503/05015 15" CP PIPE CULVERT L F 140
49 2531.503 CONCRETE CURB AND GUTTER DESIGN B624 LIN FT 33
50 2531.504/00070 7" CONCRETE DRIVEWAY PAVEMENT S Y 25
51 2540.602/00095 RELOCATE MISCELLANEOUS STRUCTURE EACH 1
52 2540.602/00158 RELOCATE MAIL BOX EACH 1
53 2557.603/11042 BARBED WIRE FENCE L F 360
54 2573.501/00025 STABILIZED CONSTRUCTION EXIT LS 1
55 2573.503/00023 SILT FENCE; TYPE MS L F 1,240
56 2573.503/00031 FLOTATION SILT CURTAIN TYPE MOVING WATER L F 220
57 2573.503/00061 SEDIMENT CONTROL LOG TYPE WOOD FIBER L F 760
58 2575.504/00083 TURF REINFORCEMENT MAT CATEGORY 3 S Y 960
59 2575.504/00110 RAPID STABILIZATION METHOD 4 S Y 1,020
60 2575.523/00020 RAPID STABILIZATION METHOD 3 MGAL 4
2201
1 2021.501/00010 MOBILIZATION LS 1
2 2105.507/00015 COMMON EXCAVATION C Y 35
3 2360.509/22300 TYPE SP 12.5 WEARING COURSE MIX (2;C) TON 71
4 2112.604/00036 SHAPE & COMPACT AGGREGATE BASE SY 208