Project Items
Line | Item Number | Description | Units | Quantity |
---|---|---|---|---|
01-ROADWAY | ||||
1 | 201E11000 | CLEARING AND GRUBBING | LS | 1 |
2 | 202E20010 | HEADWALL REMOVED | EACH | 1 |
3 | 202E23000 | PAVEMENT REMOVED | SY | 8,176 |
4 | 202E30000 | WALK REMOVED | SF | 3,541 |
5 | 202E32500 | CURB AND GUTTER REMOVED | FT | 926 |
6 | 202E35100 | PIPE REMOVED, 24" AND UNDER | FT | 247 |
7 | 202E35200 | PIPE REMOVED, OVER 24" | FT | 68 |
8 | 202E38000 | GUARDRAIL REMOVED | FT | 354 |
9 | 202E58000 | MANHOLE REMOVED | EACH | 1 |
10 | 202E58100 | CATCH BASIN REMOVED | EACH | 4 |
11 | 202E75000 | FENCE REMOVED | FT | 325 |
12 | 202E9810A | REMOVAL MISC: CURB RAMP | EA | 2 |
13 | 203E10000 | EXCAVATION | CY | 6,669 |
14 | 203E20000 | EMBANKMENT | CY | 1,194 |
15 | 204E13000 | EXCAVATION OF SUBGRADE | CY | 2,448 |
16 | 204E30020 | GRANULAR MATERIAL, TYPE C | CY | 2,448 |
17 | 204E50000 | GEOTEXTILE FABRIC | SY | 7,345 |
18 | 608E10000 | 4" CONCRETE WALK | SF | 3,744 |
19 | 608E52000 | CURB RAMP | SF | 279 |
20 | 878E25000 | INSPECTION AND COMPACTION TESTING OF UNBOUND MATERIALS | LS | 1 |
02-PAVEMENT | ||||
21 | 204E10000 | SUBGRADE COMPACTION | SY | 7,761 |
22 | 204E45000 | PROOF ROLLING | HOUR | 3 |
23 | 252E01500 | FULL DEPTH PAVEMENT SAWING | FT | 305 |
24 | 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE | SY | 1,561 |
25 | 301E56000 | ASPHALT CONCRETE BASE, PG64-22 (449) | CY | 1,047 |
26 | 301E56100 | ASPHALT CONCRETE BASE, PG64-22 (449), (DRIVEWAYS) | CY | 3 |
27 | 304E20000 | AGGREGATE BASE | CY | 1,274 |
28 | 407E20000 | NON-TRACKING TACK COAT | GAL | 900 |
29 | 441E70000 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG64-22 | CY | 332 |
30 | 441E70300 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 (449) | CY | 312 |
31 | 441E70500 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) (DRIVEWAYS) | CY | 1 |
32 | 451E14011 | 9" REINFORCED CONCRETE PAVEMENT, CLASS QC1, AS PER PLAN Stamped |
SY | 382 |
33 | 451E20000 | REINFORCED CONCRETE PAVEMENT, MISC.: Sample (STAMPED) As Per Plan |
SY | 3 |
34 | 452E12000 | 8" NON-REINFORCED CONCRETE PAVEMENT Driveways |
SQ YD | 46 |
35 | 609E12000 | COMBINATION CURB AND GUTTER, TYPE 2 | FT | 2,278 |
36 | 609E26000 | CURB, TYPE 6 | FT | 295 |
37 | 609E31000 | COMBINATION CURB AND GUTTER, TYPE 9 | FT | 360 |
38 | 609E58000 | 9" CONCRETE TRAFFIC ISLAND | SY | 348 |
03-EROSION CONTROL | ||||
39 | 601E32200 | ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | CY | 3 |
40 | 659E00300 | TOPSOIL | CY | 647 |
41 | 659E10001 | SEEDING AND MULCHING, AS PER PLAN | SQ YD | 5,822 |
42 | 659E14000 | REPAIR SEEDING AND MULCHING | SY | 292 |
43 | 659E20000 | COMMERCIAL FERTILIZER | TON | 0.79 |
44 | 659E31000 | LIME | ACRE | 0.2 |
45 | 659E35000 | WATER | MGAL | 33 |
46 | 670E00710 | DITCH EROSION PROTECTION MAT, TYPE A | SY | 2 |
47 | 671E15010 | EROSION CONTROL MAT, TYPE B | SY | 766 |
48 | 832E15000 | STORMWATER POLLUTION PREVENTION PLAN THIS ITEM INCLUDES ALL COSTS ASSOCIATED WITH THE DEVELOPEMENT, 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 SPECIFICIATION 832 SHALL APPLY. |
LS | 1 |
49 | 832E15002 | STORM WATER POLLUTION PREVENTION INSPECTIONS | LS | 1 |
50 | 832E30000 | EROSION CONTROL THIS ITEM IS FOR THE INSTALLATION OF STORM WATER BMPS AS DEFINED IN APPENDIX "F" OF ODOT SUPPLEMENTAL SPECIFICATION 832. THE CONTRACTOR SHALL ENTER $1.00 IN THE UNIT PRICE COLUMN AND $23,000.00 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 | 23,000 |
04-DRAINAGE | ||||
51 | 602E20000 | CONCRETE MASONRY | CY | 2 |
52 | 605E14000 | 6" BASE PIPE UNDERDRAINS | FT | 2,638 |
53 | BC81106100 | 15" CONDUIT, TYPE C 707.33 |
FT | 332 |
54 | BC811984700 | CATCH BASIN, NO. 2-2B | EA | 2 |
55 | BC811E00406 | 4" CONDUIT, TYPE F | FT | 100 |
56 | BC811E01500 | 6" CONDUIT, TYPE F | FT | 100 |
57 | BC811E04400 | 12" CONDUIT, TYPE B 707.33 |
FT | 81 |
58 | BC811E046001 | 12" CONDUIT, TYPE C 707.33 |
FT | 229 |
59 | BC811E05300 | CATCH BASIN, NO. 2-4 | EA | 1 |
60 | BC811E05900 | 15" CONDUIT, TYPE B 707.33 |
FT | 75 |
61 | BC811E076001 | 18" CONDUIT, TYPE C 707.33 |
FT | 20 |
62 | BC811E16400 | 36" CONDUIT, TYPE B 707.33 |
FT | 108 |
63 | BC811E16600 | 36" CONDUIT, TYPE C 707.33 |
FT | 300 |
64 | BC811E315001 | MANHOLE NO. 3 | EA | 4 |
65 | BC811E981501 | CATCH BASIN NO. 3 | EA | 3 |
66 | BC811E98180 | CATCH BASIN 3A | EA | 8 |
05-MAINTENANCE OF TRAFFIC | ||||
67 | 614E11000 | MAINTAINING TRAFFIC | LS | 1 |
68 | 615E10001 | ROADS FOR MAINTAINING TRAFFIC, AS PER PLAN | LS | 1 |
69 | 616E10000 | WATER | MGAL | 10 |
06-LIGHTING | ||||
70 | 625E25400 | CONDUIT, 2", 725.04 | FT | 209 |
71 | 625E25500 | CONDUIT, 3", 725.04 | FT | 285 |
72 | 625E25600 | CONDUIT, 4", 725.04 | FT | 120 |
73 | 625E29010 | TRENCH, 30" DEEP | FT | 614 |
74 | 625E30701 | PULL BOX, 725.08, 18", AS PER PLAN Install Only |
EACH | 3 |
75 | 625E39000 | TEMPORARY LIGHTING | LS | 1 |
76 | 625E98000 | LIGHTING, MISC.: AS PER PLAN, The Contractor shall pay Duke Energy to supply and install the proposed lighting foundations, lights and power source. This work includes the markup for the contractor. Co-ordination with Duke Energy for this Work is incidental to Contract Items. The Contractor shall enter $1.00 in the unit price column and $20,960.00 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. |
EACH | 20,960 |
07-TRAFFIC CONTROL | ||||
77 | 621E00100 | RPM | EACH | 40 |
78 | 630E003102 | GROUND MOUNTED SUPPORT, NO 3 POST | EA | 250 |
79 | 630E08600 | SIGN POST REFLECTOR | EACH | 7 |
80 | 630E80100 | SIGN, FLAT SHEET | SF | 312.5 |
81 | 630E84900 | REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | EACH | 7 |
82 | 630E86002 | REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL | EACH | 7 |
83 | 630E97700 | SIGNING, MISC.: U-Channel Surface Mount Base, As Per Plan |
EACH | 12 |
84 | 630E97700A | SIGNING MISC: SOLAR POWERED RECTANGULAR RAPID FLASHING BEACON (RRFB) SIGN ASSEMBLY | EA | 4 |
85 | 644E00100 | EDGE LINE, 4" White |
MILE | 0.18 |
86 | 644E00100A | EDGE LINE, 4" Single Yellow Solid |
MILE | 0.09 |
87 | 644E00300 | CENTER LINE | MILE | 0.31 |
88 | 644E00400 | CHANNELIZING LINE, 8" | FT | 1,320 |
89 | 644E00600 | CROSSWALK LINE Piano Key Style |
FT | 90 |
90 | 644E0070003 | TRANSVERSE/DIAGONAL LINE | LF | 108 |
91 | 644E01300 | LANE ARROW | EACH | 12 |
92 | 644E01514 | DOTTED LINE, 8 White |
FT | 283 |
93 | 644E20800 | YIELD LINE 24" Base Sharks Teeth |
FT | 97 |
08-TRAFFIC SIGNAL | ||||
95 | 625E31510 | PULL BOX REMOVED | EACH | 4 |
96 | 632E90100 | REMOVAL OF TRAFFIC SIGNAL INSTALLATION | EACH | 1 |
09-MISCELLANEOUS | ||||
97 | 619E16010 | FIELD OFFICE, TYPE B | MONTH | 3 |
98 | 623E10000 | CONSTRUCTION LAYOUT STAKES AND SURVEYING | LUMP | 1 |
99 | 624E10000 | MOBILIZATION | LS | 1 |
100 | 802E00001 | PREMIUM ON INDUSTRIAL INSURANCE | LS | 1 |
101 | 802E00002 | PREMIUM ON BID BOND | LS | 1 |
102 | 802E00003 | CONTINGENCIES THE CONTRACTOR SHALL ENTER $1.00 IN THE UNIT PRICE COLUMN AND $136,000.00 IN THE TOTAL COLUMN. IF THE CONTRACTOR NEGLECTS TO ENTER THE CORRECT FIGURE(S), THE CONTRACTOR'S BID SHALL BE CORRECTED AND THE PROCESS FOR MISTAKE IN BID SHALL FOLLOW. THIS ITEM WILL BE USED IN THE EVENT THAT THERE ARE CHANGE ORDERS DURING THE CONTRACT. NO EXTRA WORK OR CHANGE ORDER WILL BE PAID OR RECOGNIZED UNLESS AGREED UPON IN WRITING BY AN AUTHORIZED REPRESENTATIVE OF THE BUTLER COUNTY ENGINEER. ANY ITEM OVER THE PLAN QUANTITY WILL NOT BE PAID UNLESS IT HAS BEEN APPROVED BY AN AUTHORIZED REPRENTATIVE OF THE BUTLER COUNTY ENGINEER'S OFFICE. |
EA | 136,000 |
10-WATER WORK | ||||
103 | 638E02004 | 10" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 53, BOLTLESS-RESTRAINED JOINTS AND FITTINGS Install Only |
FT | 390 |
104 | 638E06201 | POLYETHYLENE ENCASEMENT 20" Install Only |
FT | 390 |
105 | 638E08000 | 10" GATE VALVE AND VALVE BOX Install Only |
EACH | 4 |
106 | 638E10200 | 6" FIRE HYDRANT includes piping and tee Install Only |
EACH | 2 |
107 | 638E900010 | ABANDON EXISTING 6" WATER MAIN Cut and Capped Install Only |
LS | 1 |
108 | 638E900011 | ABANDON EXISTING 10" WATER MAIN Cut and Capped Install Only |
LS | 1 |
109 | 638E900103 | CONNECTION TO EXISITING 10" WATER MAIN Install Only |
EA | 2 |
110 | 638E980003 | TEMPORARY PURITY TEST STATION | EA | 1 |
111 | 638E980008 | WATER WORK MISC: 6" X 10" REDUCER Install Only |
EA | 2 |
112 | 638E980009 | WATER WORK MISC: 10" X 10" TEE Install Only |
EA | 4 |
113 | 638E99002 | WATER WORK MISC: KEYWAY ANCHOR | EA | 2 |