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 |