Project Items
Line | Item Number | Description | Units | Quantity |
---|---|---|---|---|
01-ROADWAY | ||||
1 | 201E11000 | CLEARING AND GRUBBING | LS | 1 |
2 | 202E23000 | PAVEMENT REMOVED | SY | 185 |
3 | 202E23500 | WEARING COURSE REMOVED | SY | 185 |
4 | 202E30000 | WALK REMOVED | SF | 193 |
5 | 202E30600 | CONCRETE MEDIAN REMOVED | SY | 5 |
6 | 202E32500 | CURB AND GUTTER REMOVED | FT | 85 |
7 | 203E10000 | EXCAVATION | CY | 2,075 |
8 | 203E20000 | EMBANKMENT | CY | 7,455 |
9 | 204E10001 | SUBGRADE COMPACTION, AS PER PLAN | SY | 18,329 |
10 | 204E45000 | PROOF ROLLING | HOUR | 8 |
13 | 206E11000 | CURING COAT | SY | 16,873 |
15 | 516E13000 | 1/4" PREFORMED EXPANSION JOINT FILLER | SF | 26 |
16 | 607E98000 | FENCE, MISC.: Wood Fence |
FT | 245 |
17 | 608E12000 | 5" CONCRETE WALK | SF | 14,683 |
18 | 608E52000 | CURB RAMP | SF | 4,472 |
19 | 609E12000 | COMBINATION CURB AND GUTTER, TYPE 2 | FT | 5,187 |
20 | 609E26000 | CURB, TYPE 6 | FT | 4,209 |
21 | 609E31000 | COMBINATION CURB AND GUTTER, TYPE 9 | FT | 696 |
22 | 623E40550 | PROJECT CONTROL REFERENCE MONUMENT | EACH | 11 |
23 | 625E25607 | CONDUIT, 4", 725.052, AS PER PLAN | FT | 6,030 |
24 | 691E00500A | SPECIAL-HERBICIDE FOR WEED CONTROL under asphalt path |
SY | 2,300 |
25 | 878E25000 | INSPECTION AND COMPACTION TESTING OF UNBOUND MATERIALS | LS | 1 |
157 | 206E15010 | CEMENT STABILIZED SUBGRADE, 12 INCHES DEEP | SY | 16,873 |
158 | 206E10500 | CEMENT | TON | 371 |
206E10010 | LIME STABILIZED SUBGRADE, 12 INCHES DEEP | SY | 0 | |
206E10300 | LIME | TON | 0 | |
206E30000 | MIXTURE DESIGN FOR CHEMICALLY STABILIZED SOILS | LS | 0 | |
02-EROSION CONTROL | ||||
26 | 659E00100 | SOIL ANALYSIS TEST | EACH | 1 |
27 | 659E00300 | TOPSOIL | CY | 449 |
28 | 659E10001 | SEEDING AND MULCHING, AS PER PLAN | SY | 4,041 |
29 | 659E14000 | REPAIR SEEDING AND MULCHING | SY | 202 |
30 | 659E15000 | INTER-SEEDING | SY | 202 |
31 | 659E20000 | COMMERCIAL FERTILIZER | TON | 0.5 |
32 | 659E31000 | LIME | ACRE | 0.8 |
33 | 659E35000 | WATER | MGAL | 11 |
34 | 659E40000 | MOWING | MSF | 36 |
35 | 691E00500B | SPECIAL-HERBICIDE FOR WEED CONTROL In seeded areas |
SY | 4,041 |
36 | 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 |
37 | 832E15002 | STORM WATER POLLUTION PREVENTION INSPECTIONS | LS | 1 |
38 | 832E15010 | STORM WATER POLLUTION PREVENTION INSPECTION SOFTWARE | LS | 1 |
39 | 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 $65,000.00 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 | 65,000 |
03-DRAINAGE | ||||
40 | 202E35100 | PIPE REMOVED, 24" AND UNDER | FT | 31 |
41 | 503E11100 | COFFERDAMS AND EXCAVATION BRACING | LS | 1 |
42 | 503E21300 | UNCLASSIFIED EXCAVATION Wingwall / Footing |
LS | 1 |
43 | 509E10000 | EPOXY COATED REINFORCING STEEL | LB | 7,456 |
44 | 511E46510 | CLASS QC1 CONCRETE, FOOTING | CY | 48.5 |
45 | 511E46610 | CLASS QC1 CONCRETE, HEADWALL | CY | 19 |
46 | 512E10100 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | SY | 70 |
47 | 512E33010 | TYPE 3 WATERPROOFING | SY | 550 |
48 | 516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | SF | 60 |
49 | 518E21230 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | LS | 1 |
50 | 601E11000 | RIPRAP, TYPE D | SY | 86 |
51 | 605E14000 | 6" BASE PIPE UNDERDRAINS | FT | 8,420 |
52 | BC811E01500 | 6" CONDUIT, TYPE F | FT | 682 |
53 | BC811E05900 | 15" CONDUIT, TYPE B 707.33 |
FT | 988 |
54 | BC811E06100 | 15" CONDUIT, TYPE C 707.33 |
FT | 551 |
55 | BC811E07400 | 18" CONDUIT, TYPE B 707.33 |
FT | 206 |
56 | BC811E076001 | 18" CONDUIT, TYPE C 707.33 |
FT | 76 |
57 | BC811E10600 | 24" CONDUIT, TYPE C 707.33 |
FT | 34 |
58 | BC811E94900 | 8' X 5' CONDUIT, TYPE A, 706.05 Supplied by others |
FT | 126 |
59 | BC811E97400 | CONDUIT MISC.: 5' x 5' Conduit, Type A, 706.05, supplied by others |
FT | 165 |
60 | BC811E981501 | CATCH BASIN NO. 3 | EA | 11 |
61 | BC811E98180 | CATCH BASIN 3A | EA | 8 |
62 | BC811E98690 | CATCH BASIN, MISC: CB-3 Modified |
EA | 7 |
63 | BC811E98690A | CATCH BASIN, MISC: CB-3A Modified |
EA | 3 |
64 | BC811E99574 | MANHOLE, NO 3 | EA | 4 |
65 | BC811E99654 | MANHOLE ADJUSTED TO GRADE | EA | 2 |
04-PAVEMENT | ||||
66 | 255E20000 | FULL DEPTH PAVEMENT SAWING | FT | 198 |
67 | 301E46000 | ASPHALT CONCRETE BASE, PG64-22 | CY | 3,893 |
68 | 304E20000 | AGGREGATE BASE | CY | 3,059 |
69 | 407E20000 | NON-TRACKING TACK COAT To be applied at a rate of 0.05 Gal per SQ |
GAL | 919 |
70 | 441E50000 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 | CY | 125 |
71 | 441E50300 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) | CY | 145 |
72 | 442E20000 | ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A (448) | CY | 642 |
73 | 442E20200 | ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE A (448) | CY | 750 |
74 | 451E14010 | 9" REINFORCED CONCRETE PAVEMENT, CLASS QC 1P Stamped, As Per Plan |
SY | 732 |
75 | 451E97000 | SAMPLE CONCRETE PAVEMENT, STAMPED Roundabout Truck Apron |
EA | 1 |
05-WATER WORK | ||||
76 | 638E02604 | 12" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 53, BOLTLESS-RESTRAINED JOINTS AND FITTINGS BCWS 2130 |
FT | 3,135 |
77 | 638E08100 | 12" GATE VALVE AND VALVE BOX BCWS 2225 |
EACH | 8 |
78 | 638E09908 | 16" X 12" TAPPING SLEEVE, VALVE AND VALVE BOX | EACH | 1 |
79 | 638E10200 | 6" FIRE HYDRANT BCWS 2240 |
EACH | 7 |
80 | 638E11296 | 3/4" AIR RELEASE VALVE BCWS 5290 |
EACH | 1 |
81 | 638E980003 | TEMPORARY PURITY TEST STATION | EA | 1 |
82 | 638E98000A | WATER WORK, MISC: Connect to existing watermain, As Per Plan |
EA | 2 |
83 | 638E98000B | WATER WORK MISC: Exploration Potholes |
EA | 2 |
159 | 638E06709 | 24" STEEL PIPE ENCASEMENT, OPEN CUT, AS PER PLAN | FT | 430 |
06-SANITARY SEWER | ||||
84 | BC811E03100 | 10" CONDUIT, TYPE B ASTM SDR 26 |
FT | 189 |
85 | BC811E03100A | 10" CONDUIT, TYPE B ASTM SDR 35 |
FT | 62 |
86 | BC811E99690 | MANHOLE, MISC Sanitary Manhole (BCWS 6200) |
EA | 2 |
87 | BC811E99690A | MANHOLE, MISC core drill existing manhole |
EA | 2 |
88 | BC811E99690A | MANHOLE, MISC Manhole adjusted to grade w/ solid lid |
EA | 2 |
07-LIGHTING | ||||
89 | 625E25411 | CONDUIT, 2", 725.052, AS PER PLAN Duke Lighting |
FT | 3,819 |
90 | 625E29000 | TRENCH | FT | 3,819 |
91 | 625E36010 | UNDERGROUND WARNING/MARKING TAPE | FT | 3,819 |
92 | 625E98200 | LIGHTING, MISC.: Duke Lighting, As Per Plan This item is for any cost(s) not covered by a contract item for the proposed Duke Lighting that includes but is not limited to office overhead or other incidental costs associated with the proposed Duke Lighting. This Item will be paid when the proposed Duke Lighting is complete and in operation. |
LS | 1 |
93 | 625E98200D | LIGHTING MISC: Duke Energy Contract Cost Description: Item 625E99000D Lighting Misc. Lump Sum. The Contractor shall enter into an agreement with Duke Energy for Duke Energy to supply and install the power source, light pole foundations, poles, lights including any labor, equipment or other materials necessary to complete the proposed lighting. The Contractor shall enter $1.00 in the unit price column and $240,428.55 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. The Contractor shall make any required payments to Duke Energy to perform this Work prior to receiving payment for this Item and this Item will be paid when the proposed Duke Lighting is complete and in operation. |
LS | 1 |
94 | 625E99000 | TEMPORARY LIGHTING As Per Plan |
EA | 2 |
08-TRAFFIC CONTROL | ||||
95 | 621E00100 | RPM | EACH | 212 |
96 | 625E32000 | GROUND ROD | EACH | 5 |
97 | 625E34001 | POWER SERVICE, AS PER PLAN | EACH | 1 |
98 | 630E03100 | GROUND MOUNTED SUPPORT, NO. 3 POST | FT | 748 |
99 | 630E72520 | OVERHEAD SIGN SUPPORT, TYPE TC-16.22, DESIGN 7 As Per Plan |
EACH | 5 |
100 | 630E79200 | SIGN ATTACHMENT ASSEMBLY, MAST ARM | EACH | 15 |
101 | 630E80100 | SIGN, FLAT SHEET | SF | 409 |
102 | 630E84511 | RIGID OVERHEAD SIGN SUPPORT FOUNDATION, AS PER PLAN | EACH | 5 |
103 | 630E97700 | SIGNING, MISC.: Solar Powered Rectangular Rapid Flashing Beacon |
EACH | 16 |
104 | 644E00100 | EDGE LINE, 4" | MILE | 1.7 |
105 | 644E00200 | LANE LINE, 4" | MILE | 0.45 |
106 | 644E00300 | CENTER LINE | MILE | 0.07 |
107 | 644E00400 | CHANNELIZING LINE, 8" | FT | 2,663 |
108 | 644E00600 | CROSSWALK LINE | FT | 680 |
109 | 644E00700 | TRANSVERSE/DIAGONAL LINE | FT | 372 |
110 | 644E01300 | LANE ARROW | EACH | 35 |
111 | 644E01514 | DOTTED LINE, 8" | FT | 678 |
112 | 644E20800 | YIELD LINE | FT | 187 |
113 | 644E30000 | REMOVAL OF PAVEMENT MARKING | FT | 85 |
114 | 644E50300 | PAVEMENT MARKING, MISC.: Strong Skip Line |
FT | 990 |
115 | 809E60001 | CCTV IP-CAMERA SYSTEM, DOME-TYPE, AS PER PLAN | EACH | 1 |
116 | 809E64500 | HIGH-SPEED ETHERNET RADIO | EACH | 2 |
117 | 809E65011 | ITS CABINET - POLE MOUNTED, AS PER PLAN | EACH | 1 |
118 | 809E65990 | ITS DEVICE, MISC.: Network Switch |
EACH | 1 |
09-LANDSCAPING | ||||
119 | 609E50000 | CONCRETE MEDIAN SAMPLE, AS PER PLAN Decorative, Landscaping |
EA | 1 |
120 | 609E70001 | 4" CONCRETE MEDIAN, AS PER PLAN Decorative |
SY | 490 |
121 | 610E50020 | RETAINING WALL, MISC.: Brick Wall |
FT | 140 |
122 | 625E25604 | CONDUIT, 4", 725.051 For Future Irrigation |
FT | 3,927 |
123 | 625E29000 | TRENCH For Future Irrigation |
FT | 1,343 |
124 | 659E00300 | TOPSOIL | CY | 190 |
125 | 660E20000 | SODDING REINFORCED | SY | 1,278 |
126 | 661E00500 | MULCH | CY | 95 |
127 | 661E14000 | PERENNIALS Blanket Flower |
EACH | 136 |
128 | 661E14000A | PERENNIALS Russian Sage |
EA | 317 |
129 | 661E14000B | PERENNIALS Stonecrop |
EA | 524 |
130 | 661E20020 | DECIDUOUS SHRUB, 18" HEIGHT Red Drift Groundcover Rose |
EACH | 129 |
131 | 661E30040 | EVERGREEN SHRUB, 18" HEIGHT Everflow Yew |
EACH | 36 |
132 | 661E99900 | PLANTING, MISC.: Ornamental Grass, Feather Reed Grass |
EACH | 132 |
133 | 661E99900A | PLANTING, MISC: Ornamental Grass, Little Bunny Fountain Grass |
EA | 54 |
134 | 661E99900B | PLANTING MISC: Ornamental Grass, The Blues Little Bluestem |
EA | 328 |
135 | 661E99900C | PLANTING MISC: Ornamental Tree Royal Raindrops Crabapple |
EA | 27 |
136 | 661E99900D | PLANTING MISC: Shade Tree, Kindred Spirit Oak |
EA | 6 |
137 | 662E31000 | LANDSCAPE WATERING | GAL | 7,449 |
10-INCIDENTALS | ||||
138 | 614E11000 | MAINTAINING TRAFFIC | LS | 1 |
139 | 619E16010 | FIELD OFFICE, TYPE B | MNTH | 9 |
140 | 623E10000 | CONSTRUCTION LAYOUT STAKES AND SURVEYING | LS | 1 |
141 | 624E10000 | MOBILIZATION | LS | 1 |
142 | 802E00001 | PREMIUM ON INDUSTRIAL INSURANCE | LS | 1 |
143 | 802E00002 | PREMIUM ON BID BOND | LS | 1 |
144 | 802E00003 | CONTINGENCIES The Contractor shall enter $1.00 in the unit price column and $330,000.00 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 | 330,000 |
11-LANDSCAPING (Cox Road Roundabout) | ||||
145 | 609E70001L | 4" CONCRETE MEDIAN, AS PER PLAN Decorative |
SY | 331 |
146 | 661E00500L | MULCH | CY | 66 |
147 | 661E14000AL | PERENNIALS Russian Sage |
EA | 204 |
148 | 661E14000BL | PERENNIALS Stonecrop |
EA | 264 |
149 | 661E14000L | PERENNIALS Blanket Flower |
EA | 88 |
150 | 661E20020L | DECIDUOUS SHRUB, 18" HEIGHT Red Drift Groundcover Rose |
EA | 91 |
151 | 661E30040L | EVERGREEN SHRUB, 18" HEIGHT Everflow Yew |
EA | 9 |
152 | 661E99900BL | PLANTING, MISC: Ornamental Grass, The Blues Little Bluestem |
EA | 184 |
153 | 661E99900CL | PLANTING, MISC: Ornamental Tree, Royal Raindrops Crabapple |
EA | 3 |
154 | 661E99900DL | PLANTING, MISC: Shade Tree, Kindred Spirit Oak |
EA | 6 |
155 | 661E99900L | PLANTING, MISC: Ornamental Grass, Feather Reed Grass |
EA | 80 |
156 | 662E31000L | LANDSCAPE WATERING | GAL | 3,905 |