Project Items
Line | Item Number | Description | Units | Quantity |
---|---|---|---|---|
Base Bid | ||||
01-ROADWAY | ||||
1 | 201E11000 | CLEARING AND GRUBBING | LS | 1 |
2 | 202E20010 | HEADWALL REMOVED | EACH | 2 |
3 | 202E23000 | PAVEMENT REMOVED | SY | 5,609 |
4 | 202E58100 | CATCH BASIN REMOVED | EACH | 3 |
5 | 202E32000 | CURB REMOVED | FT | 328 |
6 | 202E35100 | PIPE REMOVED, 24" AND UNDER | FT | 355 |
7 | 203E10000 | EXCAVATION | CY | 5,636 |
8 | 203E20000 | EMBANKMENT | CY | 5,330 |
12 | 204E10000 | SUBGRADE COMPACTION | SY | 10,850 |
13 | 204E45000 | PROOF ROLLING | HOUR | 6 |
101 | 802E60303A | SUBGRADE REPAIR, AS PER PLAN | CY | 1,200 |
02-EROSION CONTROL | ||||
15 | 601E21050 | TIED CONCRETE BLOCK MAT, TYPE 1 Underlayment |
SY | 5.3 |
16 | 601E32200 | ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | CY | 3.33 |
17 | 659E00100 | SOIL ANALYSIS TEST | EACH | 1 |
18 | 659E00300 | TOPSOIL 4" |
CY | 1,577 |
19 | 659E10001 | SEEDING AND MULCHING, AS PER PLAN | SY | 14,213 |
20 | 659E14000 | REPAIR SEEDING AND MULCHING | SY | 710 |
21 | 659E20000 | COMMERCIAL FERTILIZER | TON | 2 |
22 | 659E31000 | LIME | ACRE | 3 |
23 | 659E35000 | WATER | MGAL | 38 |
24 | 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 |
25 | 832E15002 | STORM WATER POLLUTION PREVENTION INSPECTIONS | LS | 1 |
26 | 832E15010 | STORM WATER POLLUTION PREVENTION INSPECTION SOFTWARE | LS | 1 |
27 | 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 $20,000.00 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 | 20,000 |
28 | 878E25000 | INSPECTION AND COMPACTION TESTING OF UNBOUND MATERIALS | LS | 1 |
03-DRAINAGE | ||||
29 | 602E20000 | CONCRETE MASONRY Headwalls |
CY | 2 |
30 | 605E11100 | 6" SHALLOW PIPE UNDERDRAINS | FT | 2,310 |
31 | 605E31100 | AGGREGATE DRAINS | FT | 700 |
32 | BC811E00406 | 4" CONDUIT, TYPE F Contingency Item Only |
FT | 100 |
33 | BC811E01500 | 6" CONDUIT, TYPE F | FT | 90 |
34 | BC811E981501 | CATCH BASIN NO. 3 | EA | 1 |
35 | BC811E98180 | CATCH BASIN 3A | EA | 2 |
36 | BC811E98450 | CATCH BASIN 2-2A | EA | 1 |
37 | BC811E046001 | 12" CONDUIT, TYPE C 707.33 |
FT | 263 |
38 | BC811E07400 | 18" CONDUIT, TYPE B 707.33 |
FT | 260 |
39 | BC811E16200 | 36" CONDUIT, TYPE A 706.02 OR 707.69 |
FT | 50 |
40 | BC811E99710 | PRECAST REINFORCED CONCRETE OUTLET | EA | 3 |
41 | BC811E044001 | 12" CONDUIT, TYPE B 707.33 |
FT | 36 |
04-PAVEMENT | ||||
42 | 253E01000 | PAVEMENT REPAIR | SY | 363 |
43 | 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE 1.5" |
SY | 1,740 |
44 | 254E01001 | PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN 1.5" - 3" |
SY | 5,505 |
45 | 301E46000 | ASPHALT CONCRETE BASE, PG64-22 | CY | 2,550 |
46 | 301E48000 | ASPHALT CONCRETE BASE, PG64-22 (DRIVEWAYS) | CY | 10 |
47 | 301E46001 | ASPHALT CONCRETE BASE, PG64-22, AS PER PLAN | CY | 148 |
48 | 304E20000 | AGGREGATE BASE | CY | 1,804 |
49 | 407E20000 | NON-TRACKING TACK COAT | GAL | 1,083 |
50 | 408E10000 | PRIME COAT | GAL | 6,687 |
51 | 441E50101 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS PER PLAN | CY | 700 |
53 | 441E50400 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), (DRIVEWAYS) | CY | 14 |
54 | 452E12010 | 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | SY | 201 |
55 | 608E52001 | CURB RAMP, AS PER PLAN | SF | 152 |
56 | 608E53020 | DETECTABLE WARNING | SF | 16 |
57 | 609E26000 | CURB, TYPE 6 | FT | 328 |
98 | 452E10010 | 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | SY | 73 |
100 | 441E50301 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448), AS PER PLAN Variable Depth, 1.5"-4.5" |
CY | 155 |
103 | 441E50300 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) | CY | 700 |
441E50200 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (448) | CY | 0 | |
05-WATER WORK | ||||
58 | 638E02400 | 12" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 52, PUSH-ON JOINTS AND FITTINGS | FT | 377 |
59 | 638E00700 | 6" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 52, MECHANICAL JOINTS AND FITTINGS | FT | 50 |
60 | 638E04800 | 3/4" COPPER SERVICE BRANCH | FT | 71 |
61 | 638E08710 | 12" CUTTING-IN SLEEVE connect to existing watermain, include thrust block |
EACH | 2 |
62 | 638E07500 | 12" GATE VALVE | EACH | 2 |
63 | 638E10200 | 6" FIRE HYDRANT | EACH | 1 |
64 | 638E10500 | FIRE HYDRANT REMOVED AND RESET | EACH | 1 |
65 | 638E10600 | FIRE HYDRANT AND GATE VALVE REMOVED AND RESET | EACH | 4 |
06-SANITARY SEWER | ||||
66 | BC811E02000 | 8" CONDUIT, TYPE C DI, CL53, San. Force Main |
FT | 288 |
67 | BC811E97200 | CONDUIT MISC.: Connect to Existing 8" Force Main |
EACH | 1 |
68 | BC811E99690 | MANHOLE, MISC Connect to Existing Sanitary MH |
EA | 1 |
69 | BC811E99574 | MANHOLE, NO 3 | EA | 1 |
99 | BC811E02000A | 8" CONDUIT, TYPE C PVC SDR35 |
FT | 286 |
07-TRAFFIC CONTROL | ||||
70 | 621E00100 | RPM | EACH | 86 |
71 | 630E85100 | REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | EACH | 1 |
72 | 630E84900 | REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | EACH | 13 |
73 | 630E80100 | SIGN, FLAT SHEET | SF | 117 |
74 | 630E03100 | GROUND MOUNTED SUPPORT, NO. 3 POST | FT | 263 |
75 | 644E00300 | CENTER LINE | MILE | 0.97 |
76 | 644E00100 | EDGE LINE, 4" | MILE | 1.3 |
77 | 644E00700 | TRANSVERSE/DIAGONAL LINE | FT | 140 |
78 | 644E00400 | CHANNELIZING LINE, 8" | FT | 1,800 |
79 | 644E00900 | ISLAND MARKING | SF | 60 |
81 | 644E00500 | STOP LINE 24" |
FT | 110 |
82 | 644E01300 | LANE ARROW | EACH | 32 |
94 | 630E86002 | REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL | EACH | 12 |
08-INCIDENTALS | ||||
83 | 614E11000 | MAINTAINING TRAFFIC | LS | 1 |
84 | 615E20000 | PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | SY | 477 |
85 | 616E10000 | WATER | MGAL | 6 |
86 | 623E10000 | CONSTRUCTION LAYOUT STAKES AND SURVEYING | LS | 1 |
87 | 624E10000 | MOBILIZATION | LS | 1 |
95 | 802E00001 | PREMIUM ON INDUSTRIAL INSURANCE | LS | 1 |
96 | 802E00002 | PREMIUM ON BID BOND | LS | 1 |
97 | 802E00003 | CONTINGENCIES The Contractor shall enter $1.00 in the unit price column and $220,000.00 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 | 220,000 |
102 | 615E10000 | ROADS FOR MAINTAINING TRAFFIC | LS | 1 |
Alternate 1 | ||||
09-ALTERNATE #1 | ||||
88 | 204E10000 | SUBGRADE COMPACTION | SY | 335 |
89 | BC811E984701 | CATCH BASIN NO. 2-2B | EA | 1 |
90 | BC811E046001 | 12" CONDUIT, TYPE C | FT | 29 |
91 | BC811E98690 | CATCH BASIN, MISC: Connect to Existing Catch Basin |
EA | 1 |
92 | 304E20000 | AGGREGATE BASE | CY | 37 |
93 | 608E12000 | 5" CONCRETE WALK | SF | 3,021 |