Project Items
Line | Item Number | Description | Units | Quantity |
---|---|---|---|---|
Base Bid | ||||
1-ROADWAY | ||||
1 | 201E11000 | CLEARING AND GRUBBING | LS | 1 |
2 | 202E11004 | STRUCTURE REMOVED Existing 5.5' x 4' Culvert |
EACH | 1 |
3 | 202E20010 | HEADWALL REMOVED | EACH | 2 |
4 | 202E23000 | PAVEMENT REMOVED | SY | 4,186 |
5 | 202E30000 | WALK REMOVED | SF | 254 |
6 | 202E32000 | CURB REMOVED | FT | 142 |
7 | 202E32500 | CURB AND GUTTER REMOVED | FT | 126 |
8 | 202E35100 | PIPE REMOVED, 24" AND UNDER | FT | 173 |
9 | 202E53100 | MAILBOX REMOVED | EACH | 2 |
10 | 202E58100 | CATCH BASIN REMOVED | EACH | 1 |
11 | 202E58500 | CATCH BASIN ABANDONED | EACH | 1 |
12 | 202E70000 | SPECIAL - FILL AND PLUG EXISTING CONDUIT 18" |
FT | 137 |
13 | 203E10000 | EXCAVATION | CY | 6,148 |
14 | 203E20000 | EMBANKMENT | CY | 2,522 |
15 | 204E13000 | EXCAVATION OF SUBGRADE | CY | 88 |
16 | 204E30020 | GRANULAR MATERIAL, TYPE C | CY | 88 |
17 | 204E45000 | PROOF ROLLING | HOUR | 4 |
18 | 206E10500 | CEMENT | TON | 173 |
19 | 206E11000 | CURING COAT | SY | 2,217 |
20 | 206E15010 | CEMENT STABILIZED SUBGRADE, 12 INCHES DEEP | SY | 7,390 |
21 | 206E30000 | MIXTURE DESIGN FOR CHEMICALLY STABILIZED SOILS | LS | 1 |
22 | 608E12000 | 5" CONCRETE WALK | SF | 804 |
23 | 608E52000 | CURB RAMP | SF | 121 |
24 | 623E40500 | REFERENCE MONUMENT | EACH | 11 |
25 | 638E10500 | FIRE HYDRANT REMOVED AND RESET | EACH | 1 |
26 | 878E25000 | INSPECTION AND COMPACTION TESTING OF UNBOUND MATERIALS | LS | 1 |
153 | 202E56001 | BUILDING DEMOLISHED, AS PER PLAN Parcel D2010-017.000-013 / D2010-017.000-012 |
LS | 1 |
154 | 202E56001A | BUILDING DEMOLISHED, AS PER PLAN Parcel D2010-017.000-011 |
LS | 1 |
2-EROSION CONTROL | ||||
27 | 601E32000 | ROCK CHANNEL PROTECTION, TYPE A WITH FILTER | CY | 14 |
28 | 601E32100 | ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | CY | 3 |
29 | 659E00100 | SOIL ANALYSIS TEST | EACH | 2 |
30 | 659E00300 | TOPSOIL 4" |
CY | 965 |
31 | 659E10001 | SEEDING AND MULCHING, AS PER PLAN | SY | 6,028 |
32 | 659E14000 | REPAIR SEEDING AND MULCHING | SY | 301 |
33 | 659E15000 | INTER-SEEDING | SY | 301 |
34 | 659E20000 | COMMERCIAL FERTILIZER | TON | 0.82 |
35 | 659E31000 | LIME | ACRE | 1.25 |
36 | 659E35000 | WATER | MGAL | 33 |
37 | 670E00500 | SLOPE EROSION PROTECTION | SY | 2,658 |
38 | 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 |
39 | 832E15002 | STORM WATER POLLUTION PREVENTION INSPECTIONS | LS | 1 |
40 | 832E15010 | STORM WATER POLLUTION PREVENTION INSPECTION SOFTWARE | LS | 1 |
41 | 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 $45,000.00 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 | 45,000 |
149 | 691E00500 | SPECIAL - HERBICIDE FOR WEED CONTROL | SY | 6,081 |
3-DRAINAGE | ||||
42 | 602E20000 | CONCRETE MASONRY | CY | 2 |
43 | 605E11100 | 6" SHALLOW PIPE UNDERDRAINS | FT | 296 |
44 | 605E14000 | 6" BASE PIPE UNDERDRAINS | FT | 3,965 |
45 | 611E00510 | 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | FT | 155 |
47 | 611E04600 | 12" CONDUIT, TYPE C | FT | 42 |
48 | 611E05700 | 15" CONDUIT, TYPE A 706.01 |
FT | 53 |
51 | 611E07600 | 18" CONDUIT, TYPE C | FT | 127 |
52 | 611E08700 | 21" CONDUIT, TYPE A 706.01 |
FT | 46 |
54 | 611E20700 | 48" CONDUIT, TYPE A | FT | 83 |
55 | 611E98151 | CATCH BASIN, NO. 3, AS PER PLAN | EACH | 3 |
56 | 611E98181 | CATCH BASIN, NO. 3A, AS PER PLAN | EACH | 13 |
57 | 611E98510 | CATCH BASIN, NO. 2-3 | EACH | 4 |
58 | 611E98600 | CATCH BASIN, NO. 2-6 As Per Plan |
EACH | 1 |
59 | 611E99574 | MANHOLE, NO. 3 | EACH | 2 |
60 | 611E99910 | DRAINAGE STRUCTURE, MISC.: 60" Conduit, Type C, As Per Plan |
FT | 13 |
150 | 611E97011 | SLOTTED DRAIN, TYPE 2, AS PER PLAN 6" |
FT | 33 |
152 | 611E01500 | 6" CONDUIT, TYPE F | FT | 10 |
3-PAVEMENT | ||||
61 | 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE | SY | 2,585 |
62 | 301E46000 | ASPHALT CONCRETE BASE, PG64-22 | CY | 1,723 |
63 | 301E46000A | ASPHALT CONCRETE BASE, PG64-22, VARIABLE DEPTH | CY | 179 |
64 | 304E20000 | AGGREGATE BASE | CY | 1,313 |
65 | 407E20000 | NON-TRACKING TACK COAT | GAL | 1,586 |
66 | 441E50101 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS PER PLAN PG64-22 |
CY | 430 |
67 | 441E50300 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) | CY | 282 |
68 | 441E50300A | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448), VARIABLE DEPTH | CY | 90 |
69 | 609E12000 | COMBINATION CURB AND GUTTER, TYPE 2 | FT | 2,212 |
70 | 609E26000 | CURB, TYPE 6 | FT | 37 |
4-WATER WORK | ||||
71 | 638E00604 | 6" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 53, PUSH-ON JOINTS AND FITTINGS | FT | 16 |
72 | 638E01804 | 10" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 53, PUSH-ON JOINTS AND FITTINGS | FT | 502 |
73 | 638E04800 | 3/4" COPPER SERVICE BRANCH | FT | 30 |
74 | 638E07608 | VALVE BOX | EACH | 1 |
76 | 638E09900 | 16" X 10" TAPPING SLEEVE, VALVE AND VALVE BOX | EACH | 1 |
77 | 638E10200 | 6" FIRE HYDRANT | EACH | 1 |
78 | 638E20536 | SPECIAL - 6" GATE VALVE | EACH | 1 |
79 | 638E20762 | SPECIAL - FIRE HYDRANT SERVICE LINE EXTENDED AND ADJUSTED TO GRADE | EACH | 1 |
80 | 638E98000 | WATER WORK, MISC.: 10" x 6" Anchor Tee |
EACH | 2 |
81 | 638E98000A | WATER WORK, MISC: 10" x 8" Reducer |
EA | 1 |
146 | 638E10480 | FIRE HYDRANT REMOVED | EACH | 1 |
147 | 638E20880 | SPECIAL - CUT AND PLUG EXISTING 8" WATER LINE | EACH | 1 |
148 | 638E98000B | WATER WORK MISC: Connect to existing 8" water |
EA | 1 |
155 | 638E900001 | ABANDON WATER SERVICE AT MAIN | EA | 2 |
5-TRAFFIC CONTROL | ||||
82 | 621E00100 | RPM Bidirectional |
EACH | 92 |
83 | 630E03100 | GROUND MOUNTED SUPPORT, NO. 3 POST | FT | 154 |
84 | 630E80100 | SIGN, FLAT SHEET | SF | 149 |
85 | 630E80500 | SIGN, DOUBLE FACED, STREET NAME | EACH | 2 |
86 | 630E84900 | REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | EACH | 13 |
87 | 630E85100 | REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | EACH | 1 |
88 | 630E86002 | REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL | EACH | 9 |
89 | 644E00100 | EDGE LINE, 4" | MILE | 0.52 |
90 | 644E00300 | CENTER LINE | MILE | 0.61 |
91 | 644E00400 | CHANNELIZING LINE, 8" | FT | 1,325 |
92 | 644E00500 | STOP LINE | FT | 183 |
93 | 644E00700 | TRANSVERSE/DIAGONAL LINE | FT | 221 |
94 | 644E01300 | LANE ARROW | EACH | 19 |
95 | 646E10200 | CENTER LINE | MILE | 0.01 |
96 | 646E10300 | CHANNELIZING LINE, 8" | FT | 152 |
97 | 646E20300 | LANE ARROW | EACH | 3 |
98 | 646E50000 | REMOVAL OF PAVEMENT MARKING Lane Arrow |
EACH | 1 |
99 | 646E50100 | REMOVAL OF PAVEMENT MARKING Channelizing Line |
FT | 152 |
100 | 646E50300 | REMOVAL OF PAVEMENT MARKING Edge Line |
MILE | 0.01 |
6-TRAFFIC SIGNALS | ||||
101 | 625E18510 | BRACKET ARM, 30' | EACH | 2 |
102 | 625E23304 | NO. 8 AWG 600 VOLT DISTRIBUTION CABLE | FT | 693 |
103 | 625E23400 | NO. 10 AWG POLE AND BRACKET CABLE | FT | 140 |
104 | 625E25506 | CONDUIT, 3", 725.052 | FT | 190 |
105 | 625E25606 | CONDUIT, 4", 725.052 | FT | 27 |
106 | 625E25900 | CONDUIT, JACKED OR DRILLED 725.052, 4" |
FT | 147 |
107 | 625E26253 | LUMINAIRE, CONVENTIONAL, SOLID STATE (LED), AS PER PLAN Type III |
EACH | 2 |
108 | 625E29002 | TRENCH, 24" DEEP | FT | 210 |
109 | 625E30706 | PULL BOX, 725.08, 24" | EACH | 4 |
110 | 625E32000 | GROUND ROD | EACH | 5 |
111 | 630E79100 | SIGN HANGER ASSEMBLY, MAST ARM | EACH | 6 |
112 | 632E05006 | VEHICULAR SIGNAL HEAD, (LED), 3-SECTION, 12" LENS, 1-WAY, POLYCARBONATE | EACH | 11 |
113 | 632E05064 | VEHICULAR SIGNAL HEAD, (LED), 4-SECTION, 12" LENS, 1-WAY, POLYCARBONATE | EACH | 2 |
114 | 632E25000 | COVERING OF VEHICULAR SIGNAL HEAD | EACH | 13 |
115 | 632E40500 | SIGNAL CABLE, 5 CONDUCTOR, NO. 14 AWG | FT | 1,123 |
116 | 632E40700 | SIGNAL CABLE, 7 CONDUCTOR, NO. 14 AWG | FT | 2,510 |
117 | 632E64010 | SIGNAL SUPPORT FOUNDATION | EACH | 4 |
118 | 632E68100 | POWER CABLE, 1 CONDUCTOR, NO. 6 AWG | FT | 100 |
119 | 632E70001 | POWER SERVICE, AS PER PLAN | EACH | 1 |
120 | 632E72100 | SIGNAL SUPPORT, TYPE TC-81.22, DESIGN 2 | EACH | 2 |
121 | 632E78368 | COMBINATION SIGNAL SUPPORT, TYPE TC-12.31 DESIGN 10 POLE, WITH MAST ARMS TC-81.22 DESIGN 13 AND DESIGN 12 | EACH | 1 |
122 | 632E79151 | COMBINATION SIGNAL SUPPORT, TYPE TC-81.22, DESIGN 14, AS PER PLAN | EA | 1 |
123 | 633E65511 | CABINET, TYPE TS-2, AS PER PLAN | EACH | 1 |
124 | 633E67100 | CABINET FOUNDATION | EACH | 1 |
125 | 633E67200 | CONTROLLER WORK PAD | EACH | 1 |
126 | 633E75001 | UNINTERRUPTIBLE POWER SUPPLY (UPS), 1000 WATT, AS PER PLAN | EACH | 1 |
127 | 809E69101 | STOP LINE RADAR DETECTION, AS PER PLAN | EACH | 6 |
128 | 809E69123 | ATC V6.24 CONTROLLER, AS PER PLAN | EACH | 1 |
129 | 809E69201 | EMERGENCY VEHICLE PREEMPTION, AS PER PLAN | EACH | 1 |
130 | 809E69210 | PREEMPT RECEIVING UNIT | EACH | 1 |
131 | 809E69220 | PREEMPT DETECTOR CABLE | FT | 147 |
132 | 809E69230 | PREEMPT PHASE SELECTOR | EACH | 1 |
133 | 809E69240 | PREEMPT CONFIRMATION LIGHT LED |
EACH | 6 |
7-MAINTENANCE OF TRAFFIC | ||||
134 | 616E10000 | WATER | MGAL | 27 |
8-INCIDENTALS | ||||
135 | 614E11000 | MAINTAINING TRAFFIC | LS | 1 |
136 | 619E16010 | FIELD OFFICE, TYPE B | MNTH | 6 |
137 | 623E10000 | CONSTRUCTION LAYOUT STAKES AND SURVEYING | LS | 1 |
138 | 624E10000 | MOBILIZATION | LS | 1 |
139 | 802E00001 | PREMIUM ON INDUSTRIAL INSURANCE | LS | 1 |
140 | 802E00002 | PREMIUM ON BID BOND | LS | 1 |
141 | 802E00003 | CONTINGENCIES The Contractor shall enter $1.00 in the unit price column and $45,000.00 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 | 45,000 |
Alternate 1 | ||||
ALTERNATE #1 | ||||
46 | 611E04400 | 12" CONDUIT, TYPE B | FT | 676 |
49 | 611E05900 | 15" CONDUIT, TYPE B | FT | 373 |
50 | 611E07400 | 18" CONDUIT, TYPE B | FT | 353 |
53 | 611E08900 | 21" CONDUIT, TYPE B | FT | 87 |
Alternate 2 | ||||
ALTERNATE #2 | ||||
142 | 611E04400 | 12" CONDUIT, TYPE B LSM Backfill |
FT | 676 |
143 | 611E05900 | 15" CONDUIT, TYPE B LSM Backfill |
FT | 373 |
144 | 611E07400 | 18" CONDUIT, TYPE B LSM Backfill |
FT | 353 |
145 | 611E08900 | 21" CONDUIT, TYPE B LSM Backfill |
FT | 87 |