Project Items
Line | Item Number | Description | Units | Quantity |
---|---|---|---|---|
10-MAINTENANCE OF TRAFFIC | ||||
78 | 614E21000 | WORK ZONE CENTER LINE, CLASS I | MILE | 0.46 |
79 | 614E22000 | WORK ZONE EDGE LINE, CLASS I, 4" | MILE | 0.61 |
80 | 614E23000 | WORK ZONE CHANNELIZING LINE, CLASS I, 8" | FT | 1,019 |
81 | 614E30000 | WORK ZONE ARROW, CLASS I | EACH | 14 |
82 | 614E32700 | WORK ZONE ISLAND MARKING, CLASS I | SF | 96 |
11-INCIDENTALS | ||||
83 | 614E11000 | MAINTAINING TRAFFIC | LS | 1 |
84 | 619E16010 | FIELD OFFICE, TYPE B | MNTH | 3 |
85 | 623E10000 | CONSTRUCTION LAYOUT STAKES AND SURVEYING | LS | 1 |
86 | 624E10000 | MOBILIZATION | LS | 1 |
87 | 802E00001 | PREMIUM ON INDUSTRIAL INSURANCE | LS | 1 |
88 | 802E00002 | PREMIUM ON BID BOND | LS | 1 |
89 | 802E00003 | CONTINGENCIES The Contractor shall enter $1.00 in the unit price column and $40,000.00 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 | 40,000 |
1-ROADWAY | ||||
1 | 201E11000 | CLEARING AND GRUBBING | LS | 1 |
2 | 202E23000 | PAVEMENT REMOVED | SY | 1,165 |
3 | 202E30000 | WALK REMOVED | SF | 341 |
4 | 202E32000 | CURB REMOVED | FT | 132 |
5 | 202E32500 | CURB AND GUTTER REMOVED | FT | 91 |
6 | 202E35100 | PIPE REMOVED, 24" AND UNDER | FT | 87 |
7 | 202E38000 | GUARDRAIL REMOVED | FT | 382 |
8 | 202E58100 | CATCH BASIN REMOVED | EACH | 2 |
9 | 203E10000 | EXCAVATION | CY | 374 |
10 | 203E20000 | EMBANKMENT | CY | 415 |
11 | 204E10000 | SUBGRADE COMPACTION | SY | 1,756 |
12 | 204E45000 | PROOF ROLLING | HOUR | 1 |
13 | 204E50001 | GEOTEXTILE FABRIC, AS PER PLAN | SY | 1,411 |
14 | 606E20050 | ROUNDED END SECTION | EACH | 1 |
15 | 607E20100 | FENCE, TYPE CL, MISC.: Black Vinyl Coated, H=6', Mounted to Ex. Culvert Headwall |
FT | 78 |
16 | 608E10000 | 4" CONCRETE WALK | SF | 1,779 |
17 | 608E12000 | 5" CONCRETE WALK | SF | 11,613 |
18 | 608E52000 | CURB RAMP | SF | 955 |
19 | 608E53020 | DETECTABLE WARNING | SF | 150 |
20 | 623E40900 | MONUMENT, MISC.: Project Control Reference Monument, As Per Plan |
EACH | 4 |
2-EROSION CONTROL | ||||
21 | 601E32200 | ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | CY | 5 |
22 | 653E10000 | TOPSOIL FURNISHED AND PLACED | CY | 378 |
23 | 659E00100 | SOIL ANALYSIS TEST | EACH | 2 |
24 | 659E10001 | SEEDING AND MULCHING, AS PER PLAN | SY | 3,404 |
25 | 659E14000 | REPAIR SEEDING AND MULCHING | SY | 171 |
26 | 659E15000 | INTER-SEEDING | SY | 171 |
27 | 659E20000 | COMMERCIAL FERTILIZER | TON | 0.48 |
28 | 659E31000 | LIME | ACRE | 0.71 |
29 | 659E35000 | WATER | MGAL | 19 |
30 | 691E00500 | SPECIAL - HERBICIDE FOR WEED CONTROL | SY | 3,404 |
31 | 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 |
32 | 832E15002 | STORM WATER POLLUTION PREVENTION INSPECTIONS | LS | 1 |
33 | 832E15010 | STORM WATER POLLUTION PREVENTION INSPECTION SOFTWARE | LS | 1 |
34 | 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 $31,000.00 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 | 31,000 |
3-DRAINAGE | ||||
35 | 602E20000 | CONCRETE MASONRY | CY | 0.6 |
36 | 611E04400 | 12" CONDUIT, TYPE B | FT | 27 |
37 | 611E04401 | 12" CONDUIT, TYPE B, AS PER PLAN 707.33 |
FT | 10 |
38 | 611E04600 | 12" CONDUIT, TYPE C | FT | 14 |
39 | 611E52206 | 14" X 23" CONDUIT, TYPE D, 706.04 | FT | 42 |
40 | 611E98180 | CATCH BASIN, NO. 3A | EACH | 1 |
41 | 611E99574 | MANHOLE, NO. 3 | EACH | 1 |
4-PAVEMENT | ||||
42 | 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE 1.5" |
SY | 3,842 |
43 | 254E01000A | PAVEMENT PLANING, ASPHALT Variable 0" to 1.5" |
SY | 5,865 |
44 | 254E01600 | PATCHING PLANED SURFACE | SY | 100 |
45 | 301E46000 | ASPHALT CONCRETE BASE, PG64-22 | CY | 12 |
46 | 304E20000 | AGGREGATE BASE | CY | 170 |
47 | 407E20000 | NON-TRACKING TACK COAT | GAL | 1,111 |
48 | 441E50000 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 | CY | 406 |
49 | 441E50300 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) | CY | 127 |
50 | 609E12000 | COMBINATION CURB AND GUTTER, TYPE 2 | FT | 40 |
51 | 609E26000 | CURB, TYPE 6 | FT | 39 |
52 | 609E98100 | CURB, MISC.: Drainage Flume |
EACH | 1 |
5-WATER WORK | ||||
53 | 638E10800 | VALVE BOX ADJUSTED TO GRADE | EACH | 8 |
6-OTHER UTILITIES | ||||
54 | 611E99700 | SPECIAL - GAS VALVE BOX ADJUSTED TO GRADE | EACH | 2 |
7-TRAFFIC CONTROL | ||||
55 | 621E00100 | RPM | EACH | 75 |
56 | 621E54000 | RAISED PAVEMENT MARKER REMOVED | EACH | 70 |
57 | 630E02100 | GROUND MOUNTED SUPPORT, NO. 2 POST | FT | 112 |
58 | 630E03100 | GROUND MOUNTED SUPPORT, NO. 3 POST | FT | 53 |
59 | 630E80100 | SIGN, FLAT SHEET | SF | 9 |
60 | 630E84900 | REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | EACH | 7 |
61 | 630E85100 | REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | EACH | 7 |
62 | 630E86002 | REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL | EACH | 15 |
63 | 644E00100 | EDGE LINE, 4" | MILE | 0.61 |
64 | 644E00300 | CENTER LINE | MILE | 0.46 |
65 | 644E00400 | CHANNELIZING LINE, 8" | FT | 1,019 |
66 | 644E00620 | CROSSWALK LINE, 12" 12" |
FT | 120 |
67 | 644E00700 | TRANSVERSE/DIAGONAL LINE | FT | 434 |
68 | 644E00720 | CHEVRON MARKING | FT | 78 |
69 | 644E00900 | ISLAND MARKING | SF | 96 |
70 | 644E01300 | LANE ARROW | EACH | 14 |
8-TRAFFIC SIGNALS | ||||
71 | 625E31510 | PULL BOX REMOVED | EACH | 1 |
9-RETAINING WALL (Segmental Concrete Block Retaining Wall) | ||||
72 | 202E11304 | PORTIONS OF STRUCTURE REMOVED | SY | 1 |
73 | 503E21100 | UNCLASSIFIED EXCAVATION | CY | 27 |
74 | 512E10100 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | SY | 18 |
75 | 518E39800 | 4" PERFORATED CORRUGATED PLASTIC PIPE | FT | 164 |
76 | 518E39900 | 4" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS | FT | 8 |
77 | SPEC530E00001 | SPECIAL: RETAINING WALL Segmental Concrete Block |
SF | 164 |