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Project Items

Line Item Number Description Units Quantity
01-ROADWAY
1 201E11000 CLEARING AND GRUBBING LS 1
2 202E23010 PAVEMENT REMOVED, ASPHALT SY 310
3 202E38000 GUARDRAIL REMOVED FT 105
4 202E75000 FENCE REMOVED FT 250
5 203E10000 EXCAVATION CY 285
6 203E20000 EMBANKMENT CY 686
7 204E10000 SUBGRADE COMPACTION SY 630
8 204E45000 PROOF ROLLING HOUR 2
9 607E15000 FENCE, TYPE 47 FT 251
10 607E99001 SPECIAL: FARM GATE, REMOVED AND REPLACED IN-KIND EA 1
11 861E10000 GEOGRID FOR SUBGRADE STABILIZATION
Contingency
SY 125
12 802E60303 SUBGRADE REPAIR
Contingency
CY 83
02-EROSION CONTROL
13 616E10000 WATER MGAL 3
14 653E10000 TOPSOIL FURNISHED AND PLACED CY 50
15 659E10001 SEEDING AND MULCHING, AS PER PLAN SY 3,020
16 659E20000 COMMERCIAL FERTILIZER TON 0.41
17 659E35000 WATER MGAL 16.3
18 832E15000 STORM WATER POLLUTION PREVENTION PLAN
This item includes all costs associated with the development, implementation, inspection and the required documentation of a Storm Water Pollution Prevention Plan for the Project described in this Contract. all of the specifications and requirements of ODOT supplemental specification 832 shall apply.
LS 1
19 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS LS 1
20 832E30000 EROSION CONTROL
This item is for the installation of Storm Water BMPS as defined in appendix "F" of ODOT supplemental specifications 832. The Contractor shall enter $1.00 in the unit price column and $8,000.00 in the total column. If the Contractor neglects to enter the correct figure(s) the Contractors bid will be corrected and the process for "Mistake In Bid" shall follow. No work will be recognized or paid under this item unless agreed upon and approved by an authorized representative of the Butler County Engineer's Office.
EACH 8,000
03-DRAINAGE
21 601E37500 PAVED GUTTER, TYPE 1-2 FT 19
22 602E20000 CONCRETE MASONRY
Headwalls
CY 2.2
23 609E26000 CURB, TYPE 6 FT 236
24 BC811E04900 12" CONDUIT, TYPE D
707.33
LF 28
25 BC811E21100 48" CONDUIT, TYPE C
707.33
FT 168
26 BC811E315001 MANHOLE NO. 3
72" Base I.D. Eccentric Cone Top
EA 2
04-PAVEMENT
27 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE
Consistent Depth (1.5")
SY 85
28 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN
Variable Depth (3.25" to 0")
SY 535
29 255E20000 FULL DEPTH PAVEMENT SAWING FT 790
30 301E46000 ASPHALT CONCRETE BASE, PG64-22
6" Thickness
CY 80
31 301E46000A ASPHALT CONCRETE BASE, PG64-22, VARIABLE DEPTH CY 29
32 304E20000 AGGREGATE BASE CY 92
33 304E20000A AGGREGATE BASE, DRIVEWAYS CY 6
34 407E20000 NON-TRACKING TACK COAT GAL 143
35 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG64-22
1.5" Thickness
CY 55
36 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448)
PG64-22, Varying Thickness
CY 64
05-WATER WORK
37 202E35100 PIPE REMOVED, 24" AND UNDER FT 20
80 638E07700I 4" GATE VALVE AND VALVE BOX, Installation Only EA 3
81 638E98000i WATER WORK MISC: Connect to Existing Water Mains, 3" (Installation Only) EA 2
82 638E98100I WATER WORK MISC: Replace Existing 3" Tee & 3" SDR21 Water Main (Installation Only) LS 1
83 638E98600I WATER WORK MISC: 4" Water Main & Fittings, Restrained Joints, PVC AWWA C900 DR14 or DIP AWWA C151 Pressure Class 350, APP (Installation Only) FT 156
84 638E98600FI WATER WORK MISC: 8" Pipe Encasement, PVC SDR21, with Casing Spacers & End Seals (Installation Only) FT 20
638E07700 4" GATE VALVE AND VALVE BOX EACH 0
638E98000D WATER WORK MISC: CONNECT TO EXISTING WATER MAINS
3"
EA 0
638E98100 WATER WORK, MISC.:
Replace Existing 3" Tee & 3" Valve with 3" SDR21 Water Main
LS 0
638E98600 WATER WORK, MISC.:
4" Water Main & Fittings, Restrained Joints, PVC AWWA C900 DR14 or DIP AWWA C151 Pressure Class 350
FT 0
638E98600F WATER WORK, MISC:
8" Pipe Encasement, PVC SDR21, with Casing Spacers & End Seals
FT 0
06-TRAFFIC CONTROL
43 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST FT 24
44 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST FT 24
45 630E80100 SIGN, FLAT SHEET
Type G
SF 20.8
46 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL EACH 10
47 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL EACH 8
48 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION EACH 1
49 644E00300 CENTER LINE MILE 0.1
50 644E01500 DOTTED LINE, 4"
Yellow Centerline
FT 94
07-STRUCTURE OVER 20' SPAN (BUT-TR188-00.695)
51 202E11001 STRUCTURE REMOVED, AS PER PLAN LS 1
52 203E10000 EXCAVATION
Including Rock
CY 70
53 204E50000 GEOTEXTILE FABRIC SY 160
54 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN LS 1
55 503E21321 UNCLASSIFIED EXCAVATION, INCLUDING ROCK, AS PER PLAN LS 1
56 512E10000 SEALING OF CONCRETE SURFACES
Epoxy-Urethane
SY 110
57 512E33001 TYPE 2 WATERPROOFING, AS PER PLAN SY 285
58 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC LS 1
59 601E34100 ROCK CHANNEL PROTECTION, TYPE B WITHOUT FILTER CY 180
60 BC811E99002 CONDUIT, TYPE A, PRECAST REINFORCED CONCRETE CULVERT, AS PER PLAN LS 1
08-MAINTENANCE OF TRAFFIC
61 410E13000 TRAFFIC COMPACTED SURFACE, TYPE C CY 52
62 614E13300 BARRIER REFLECTOR, TYPE B EACH 13
63 614E13360 OBJECT MARKER, TWO WAY EACH 13
64 614E26000 WORK ZONE STOP LINE, CLASS I FT 17
65 615E10001 ROADS FOR MAINTAINING TRAFFIC, AS PER PLAN LS 1
67 622E40020 PORTABLE CONCRETE BARRIER, 32"
Unachored
FT 132
68 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST
For M.O.T.
FT 80
69 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST
For M.O.T.
FT 80
70 630E80100 SIGN, FLAT SHEET
Type G, For M.O.T.
SF 53.8
71 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL
For M.O.T.
EACH 2
72 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL
For M.O.T.
EACH 4
73 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION
For M.O.T.
EACH 4
09-INCIDENTALS
74 614E11001 MAINTAINING TRAFFIC, AS PER PLAN LS 1
75 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING LS 1
76 624E10000 MOBILIZATION LS 1
77 802E00001 PREMIUM ON INDUSTRIAL INSURANCE LS 1
78 802E00002 PREMIUM ON BID BOND LS 1
79 802E00003 CONTINGENCIES
The Contractor shall enter $1.00 in the unit price column and $38,000.00 in the total column. If the Contractor neglects to enter the correct figure(s), the Contractor's bid will be corrected and the process for "Mistake in Bid" shall follow. This item will be used in the event that there are change orders in the Contract. No work will be paid or recognized under this item unless agreed upon in writing by an authorized representative of the Butler County Engineer's Office.
EA 38,000