Project Items
| Line | Item Number | Description | Units | Quantity |
|---|---|---|---|---|
| Base Bid | ||||
| DRAINAGE | ||||
| 601E38001 | PAVED GUTTER, TYPE 1-4, AS PER PLAN | FT | 28 | |
| 602E20000 | CONCRETE MASONRY | CY | 7.2 | |
| 605E13300 | 6" UNCLASSIFIED PIPE UNDERDRAINS | FT | 48 | |
| 605E14000 | 6" BASE PIPE UNDERDRAINS | FT | 3,761 | |
| 611E00406 | 4" CONDUIT, TYPE F | FT | 100 | |
| 611E00510 | 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | FT | 242 | |
| 611E01500 | 6" CONDUIT, TYPE F | FT | 100 | |
| 611E04600 | 12" CONDUIT, TYPE C | FT | 241 | |
| 611E06100 | 15" CONDUIT, TYPE C | FT | 259 | |
| 611E07600 | 18" CONDUIT, TYPE C | FT | 37 | |
| 611E10600 | 24" CONDUIT, TYPE C | FT | 80 | |
| 611E16200 | 36" CONDUIT, TYPE A 707.01 (Alumized) |
FT | 16 | |
| 611E97200 | CONDUIT, MISC.: Core Drill Existing Drainage Structure |
EACH | 1 | |
| 611E98150 | CATCH BASIN, NO. 3 | EACH | 2 | |
| 611E98151 | CATCH BASIN, NO. 3, AS PER PLAN CB-3 MH |
EACH | 3 | |
| 611E98470 | CATCH BASIN, NO. 2-2B | EACH | 5 | |
| 611E98631 | CATCH BASIN ADJUSTED TO GRADE, AS PER PLAN | EACH | 1 | |
| 611E99574 | MANHOLE, NO. 3 | EACH | 5 | |
| 611E99586 | MANHOLE, NO. 3 WITH 108" BASE I.D. AND 12" WEIR | EACH | 1 | |
| 611E99660 | MANHOLE RECONSTRUCTED TO GRADE | EACH | 1 | |
| 611E99710 | PRECAST REINFORCED CONCRETE OUTLET | EACH | 3 | |
| 895E10040 | MANUFACTURED WATER QUALITY STRUCTURE, TYPE 4 | EACH | 1 | |
| EROSION CONTROL | ||||
| 601E32204 | ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FABRIC | CY | 7 | |
| 601E32304 | ROCK CHANNEL PROTECTION, TYPE D WITH GEOTEXTILE FABRIC | CY | 2 | |
| 659E00300 | TOPSOIL | CY | 896 | |
| 659E10001 | SEEDING AND MULCHING, AS PER PLAN | SY | 8,072 | |
| 659E14000 | REPAIR SEEDING AND MULCHING | SY | 404 | |
| 659E15000 | INTER-SEEDING | SY | 404 | |
| 659E20000 | COMMERCIAL FERTILIZER | TON | 1.09 | |
| 659E31000 | LIME | ACRE | 1.67 | |
| 659E35000 | WATER | MGAL | 44 | |
| 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 | |
| 832E15002 | STORM WATER POLLUTION PREVENTION INSPECTIONS | LS | 1 | |
| 832E15010 | STORM WATER POLLUTION PREVENTION INSPECTION SOFTWARE | LS | 1 | |
| 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 $40,000.00 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 | 40,000 | |
| 836E10000 | SEEDING AND EROSION CONTROL WITH TURF REINFORCING MAT, TYPE 1 | SY | 56 | |
| INCIDENTALS | ||||
| 614E11000 | MAINTAINING TRAFFIC | LS | 1 | |
| 619E16000 | FIELD OFFICE, TYPE A | MNTH | 4 | |
| 623E10000 | CONSTRUCTION LAYOUT STAKES AND SURVEYING | LS | 1 | |
| 624E10000 | MOBILIZATION | LS | 1 | |
| 802E00001 | PREMIUM ON INDUSTRIAL INSURANCE | LS | 1 | |
| 802E00002 | PREMIUM ON BID BOND | LS | 1 | |
| 802E00003 | CONTINGENCIES The Contractor shall enter $1.00 in the unit price column and $87,000.00 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 | 87,000 | |
| SPEC990E5000 | SPECIAL: UTILITY WORK COORDINATION | LS | 1 | |
| LANDSCAPING | ||||
| 661E99900 | PLANTING, MISC.: Trees, As Per Plan |
EACH | 3 | |
| LIGHTING | ||||
| 625E25411 | CONDUIT, 2", 725.052, AS PER PLAN | FT | 673 | |
| 625E25507 | CONDUIT, 3", 725.052, AS PER PLAN | FT | 328 | |
| 625E29000 | TRENCH | FT | 694 | |
| 625E31600 | PULL BOX, MISC.: Install Pull Boxes Supplied by Others |
EACH | 2 | |
| 625E34001 | POWER SERVICE, AS PER PLAN | EACH | 1 | |
| 625E98000 | LIGHTING, MISC.: Temporary Light Pole, As Per Plan |
EACH | 1 | |
| 625E98200 | LIGHTING, MISC.: 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 $62,682.00 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. |
LS | 62,682 | |
| MAINTENANCE OF TRAFFIC | ||||
| 614E11110 | LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE | HOUR | 24 | |
| 614E12336 | WORK ZONE IMPACT ATTENUATOR (UNIDIRECTIONAL) | EACH | 2 | |
| 614E12420 | DETOUR SIGNING | LS | 1 | |
| 614E21000 | WORK ZONE CENTER LINE, CLASS I | MILE | 0.09 | |
| 615E10000 | ROADS FOR MAINTAINING TRAFFIC | LS | 1 | |
| 615E20000 | PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | SY | 325 | |
| 616E10000 | WATER | MGAL | 17 | |
| 622E41000 | PORTABLE BARRIER, 32" | FT | 610 | |
| PAVEMENT | ||||
| 301E46000 | ASPHALT CONCRETE BASE, PG64-22 | CY | 1,355 | |
| 301E48000 | ASPHALT CONCRETE BASE, PG64-22 (DRIVEWAYS) | CY | 32 | |
| 304E20000 | AGGREGATE BASE | CY | 1,737 | |
| 407E10000 | TACK COAT | GAL | 10 | |
| 407E20000 | NON-TRACKING TACK COAT | GAL | 793 | |
| 408E10000 | PRIME COAT | GAL | 3,174 | |
| 441E10000 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG64-22 | CY | 276 | |
| 441E10200 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (446) | CY | 386 | |
| 441E50400 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), (DRIVEWAYS) | CY | 9 | |
| 451E14011 | 9" REINFORCED CONCRETE PAVEMENT, CLASS QC 1P, AS PER PLAN Stamped |
SY | 370 | |
| 451E20000 | REINFORCED CONCRETE PAVEMENT, MISC.: SPEC: Sample Panel, As Per Plan |
SY | 3 | |
| 452E10050 | 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC MS | SY | 113 | |
| ROADWAY | ||||
| 201E11000 | CLEARING AND GRUBBING | LS | 1 | |
| 202E20011 | HEADWALL REMOVED, AS PER PLAN | EACH | 2 | |
| 202E23000 | PAVEMENT REMOVED | SY | 5,652 | |
| 202E35100 | PIPE REMOVED, 24" AND UNDER | FT | 78 | |
| 202E38000 | GUARDRAIL REMOVED | FT | 62.5 | |
| 202E58100 | CATCH BASIN REMOVED | EACH | 1 | |
| 202E70120 | SPECIAL - PIPE CLEANOUT, 27" TO 48" | FT | 37 | |
| 202E75000 | FENCE REMOVED | FT | 1,454 | |
| 203E10000 | EXCAVATION | CY | 3,783 | |
| 203E20000 | EMBANKMENT | CY | 4,929 | |
| 204E10000 | SUBGRADE COMPACTION | SY | 744 | |
| 204E50000 | GEOTEXTILE FABRIC Contingency |
SY | 325 | |
| 204E51000 | GEOGRID Contingency |
SY | 325 | |
| 206E10500 | CEMENT | TON | 225 | |
| 206E11000 | CURING COAT | SY | 8,684 | |
| 206E15010 | CEMENT STABILIZED SUBGRADE, 12 INCHES DEEP | SY | 8,684 | |
| 253E01000 | PAVEMENT REPAIR 8.5" (Contingency) |
SY | 325 | |
| 606E15050 | GUARDRAIL, TYPE MGS | FT | 237.5 | |
| 606E26150 | ANCHOR ASSEMBLY, MGS TYPE EANCHOR ASSEMBLY, MGS TYPE E NCRP 350 |
EACH | 3 | |
| 606E26550 | ANCHOR ASSEMBLY, MGS TYPE T | EACH | 1 | |
| 607E98000 | FENCE, MISC.: Temporary Pasture Fence, Type 47 |
FT | 1,145 | |
| 609E12000 | COMBINATION CURB AND GUTTER, TYPE 2 | FT | 1,670 | |
| 609E26000 | CURB, TYPE 6 | FT | 302 | |
| 609E31000 | COMBINATION CURB AND GUTTER, TYPE 9 | FT | 365 | |
| 609E58000 | 9" CONCRETE TRAFFIC ISLAND | SY | 264 | |
| 623E40550 | PROJECT CONTROL REFERENCE MONUMENT As Per Plan |
EACH | 17 | |
| 659E00100 | SOIL ANALYSIS TEST Contingency |
EACH | 1 | |
| 690E50100 | SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE | EACH | 3 | |
| 690E50200 | SPECIAL - MAILBOX SUPPORT SYSTEM, DOUBLE | EACH | 3 | |
| 802E60303 | SUBGRADE REPAIR Contingency |
CY | 225 | |
| 878E25000 | INSPECTION AND COMPACTION TESTING OF UNBOUND MATERIALS | LS | 1 | |
| SANITARY SEWER | ||||
| 611E99654 | MANHOLE ADJUSTED TO GRADE Sanitary |
EACH | 1 | |
| TRAFFIC CONTROL | ||||
| 621E00100 | RPM | EACH | 87 | |
| 626E00110 | BARRIER REFLECTOR, TYPE 2 Bi-Directional |
EACH | 6 | |
| 630E03100 | GROUND MOUNTED SUPPORT, NO. 3 POST | FT | 338 | |
| 630E80100 | SIGN, FLAT SHEET | SF | 164.8 | |
| 630E84900 | REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | EACH | 13 | |
| 630E86002 | REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL | EACH | 11 | |
| 644E00100 | EDGE LINE, 4" | MILE | 0.69 | |
| 644E00300 | CENTER LINE | MILE | 0.42 | |
| 644E00400 | CHANNELIZING LINE, 8" | FT | 144 | |
| 644E01514 | DOTTED LINE, 8" | FT | 125 | |
| 644E20800 | YIELD LINE Shark Teeth |
FT | 53 | |
| WATER WORK | ||||
| 638E10300 | FIRE HYDRANT EXTENDED AND ADJUSTED TO GRADE | EACH | 1 | |
| 638E10800 | VALVE BOX ADJUSTED TO GRADE | EACH | 1 | |
| Alternate 1 | ||||
| ALTERNATE #1 | ||||
| 611E04400 | 12" CONDUIT, TYPE B | FT | 98 | |
| 611E05900 | 15" CONDUIT, TYPE B | FT | 27 | |
| 611E07400 | 18" CONDUIT, TYPE B | FT | 290 | |
| Alternate 2 | ||||
| ALTERNATE #2 | ||||
| 611E04401 | 12" CONDUIT, TYPE B, AS PER PLAN LSM Backfill |
FT | 98 | |
| 611E05901 | 15" CONDUIT, TYPE B, AS PER PLAN LSM Backfill |
FT | 27 | |
| 611E07401 | 18" CONDUIT, TYPE B, AS PER PLAN LSM Backfill |
FT | 290 | |