Project Items
Line | Item Number | Description (Hide All Extended Descriptions) | Units | Quantity |
---|---|---|---|---|
Base Bid | ||||
DRAINAGE | ||||
601E32200 | ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | CY | 2 | |
602E20000 | CONCRETE MASONRY | CY | 0.8 | |
605E11100 | 6" SHALLOW PIPE UNDERDRAINS | FT | 12,771 | |
611E00406 | 4" CONDUIT, TYPE F | FT | 1,000 | |
611E01500 | 6" CONDUIT, TYPE F | FT | 450 | |
611E04600 | 12" CONDUIT, TYPE C | FT | 2,401 | |
611E07600 | 18" CONDUIT, TYPE C | FT | 1,813 | |
611E10600 | 24" CONDUIT, TYPE C | FT | 1,017 | |
611E13600 | 30" CONDUIT, TYPE C | FT | 199 | |
611E16600 | 36" CONDUIT, TYPE C | FT | 21 | |
611E98150 | CATCH BASIN, NO. 3 | EACH | 6 | |
611E98151 | CATCH BASIN, NO. 3, AS PER PLAN | EACH | 6 | |
611E98180 | CATCH BASIN, NO. 3A | EACH | 18 | |
611E98181 | CATCH BASIN, NO. 3A, AS PER PLAN | EACH | 23 | |
611E98470 | CATCH BASIN, NO. 2-2B | EACH | 36 | |
611E98540 | CATCH BASIN, NO. 2-4 | EACH | 1 | |
611E98571 | CATCH BASIN, NO. 2-5, AS PER PLAN | EACH | 1 | |
611E98690 | CATCH BASIN, MISC.: (Show Less) Rehabilitation |
EACH | 1 | |
611E99574 | MANHOLE, NO. 3 | EACH | 9 | |
611E99584 | MANHOLE, NO. 3 WITH 96" BASE I.D. AND 9" WEIR | EACH | 1 | |
611E99654 | MANHOLE ADJUSTED TO GRADE | EACH | 8 | |
611E99660 | MANHOLE RECONSTRUCTED TO GRADE | EACH | 3 | |
611E99900 | DRAINAGE STRUCTURE, MISC.: (Show Less) Yard Drain |
EACH | 3 | |
839E30000 | TRENCH DRAIN WITH STANDARD GRATE | FT | 54 | |
895E10030 | MANUFACTURED WATER QUALITY STRUCTURE, TYPE 3 | EACH | 1 | |
EROSION CONTROL | ||||
659E00100 | SOIL ANALYSIS TEST | EACH | 2 | |
659E00300 | TOPSOIL | CY | 2,005 | |
659E00501 | SEEDING AND MULCHING, CLASS 1, AS PER PLAN (Show Less) BCEO SPORTS MIX |
SY | 14,950 | |
659E14000 | REPAIR SEEDING AND MULCHING | SY | 903 | |
659E15000 | INTER-SEEDING | SY | 903 | |
659E20000 | COMMERCIAL FERTILIZER | TON | 1.63 | |
659E31000 | LIME | ACRE | 3.73 | |
659E35000 | WATER | MGAL | 60 | |
659E40000 | MOWING | MSF | 41 | |
832E15000 | STORM WATER POLLUTION PREVENTION PLAN (Show Less) 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 | |
832E30000 | EROSION CONTROL (Show Less) 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 $87,900.00 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 | 87,900 | |
INCIDENTALS | ||||
614E11000 | MAINTAINING TRAFFIC | LS | 1 | |
619E16010 | FIELD OFFICE, TYPE B | MNTH | 19 | |
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 (Show Less) The Contractor shall enter $1.00 in the unit price column and $335,000.00 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 | 335,000 | |
LIGHTING | ||||
625E75507 | LUMINAIRE REMOVED, AS PER PLAN | EACH | 2 | |
625E98000 | LIGHTING, MISC.: (Show Less) LIGHT RELOCATED |
EACH | 1 | |
690E98000 | SPECIAL - MISC (Show Less) ROADWAY LIGHTING |
EACH | 1 | |
MAINTENANCE OF TRAFFIC | ||||
614E21000 | WORK ZONE CENTER LINE, CLASS I | MILE | 2.14 | |
614E22000 | WORK ZONE EDGE LINE, CLASS I | MILE | 5.35 | |
614E23200 | WORK ZONE CHANNELIZING LINE, CLASS I, 642 PAINT | FT | 233 | |
614E26200 | WORK ZONE STOP LINE, CLASS I, 642 PAINT | FT | 57 | |
614E30200 | WORK ZONE ARROW, CLASS I, 642 PAINT | EACH | 2 | |
616E10000 | WATER | MGAL | 56 | |
OTHER UTILITIES | ||||
611E99700 | SPECIAL - GAS VALVE BOX ADJUSTED TO GRADE | EACH | 4 | |
PAVEMENT | ||||
254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE (Show Less) 0" - 3" |
SY | 16,538 | |
301E46000 | ASPHALT CONCRETE BASE, PG64-22 | CY | 3,790 | |
301E48000 | ASPHALT CONCRETE BASE, PG64-22 (DRIVEWAYS) | CY | 90 | |
304E20000 | AGGREGATE BASE | CY | 2,077 | |
407E10000 | TACK COAT | GAL | 3,512 | |
441E50000 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 | CY | 1,061 | |
441E50300 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) | CY | 1,883 | |
441E50400 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), (DRIVEWAYS) | CY | 60 | |
452E10010 | 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC1 | SY | 1,768 | |
609E26000 | CURB, TYPE 6 | FT | 12,771 | |
ROADWAY | ||||
201E11000 | CLEARING AND GRUBBING | LS | 1 | |
202E11201 | PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | LS | 1 | |
202E20010 | HEADWALL REMOVED | EACH | 2 | |
202E23000 | PAVEMENT REMOVED (Show Less) Driveways |
SY | 2,493 | |
202E23010 | PAVEMENT REMOVED, ASPHALT | SY | 2,003 | |
202E30000 | WALK REMOVED | SF | 1,717 | |
202E32000 | CURB REMOVED | FT | 714 | |
202E38000 | GUARDRAIL REMOVED | FT | 40 | |
202E58100 | CATCH BASIN REMOVED | EACH | 26 | |
202E75000 | FENCE REMOVED | FT | 139 | |
202E98000 | REMOVAL MISC.: (Show Less) STRUCTURE REMOVED AND PAVERS RESET |
LS | 1 | |
202E98100 | REMOVAL MISC.: (Show Less) Trench Drain |
EACH | 1 | |
203E10000 | EXCAVATION | CY | 3,123 | |
203E20000 | EMBANKMENT | CY | 2,823 | |
204E10000 | SUBGRADE COMPACTION | SY | 13,869 | |
204E13000 | EXCAVATION OF SUBGRADE | CY | 4,185 | |
204E30010 | GRANULAR MATERIAL, TYPE B | CY | 4,368 | |
204E45000 | PROOF ROLLING | HOUR | 8 | |
204E50000 | GEOTEXTILE FABRIC | SY | 12,814 | |
608E12000 | 5" CONCRETE WALK | SF | 1,337 | |
608E52000 | CURB RAMP | SF | 956 | |
623E40501 | REFERENCE MONUMENT, AS PER PLAN | EACH | 2 | |
625E31510 | PULL BOX REMOVED | EACH | 3 | |
690E50350 | SPECIAL - MAILBOX REMOVED AND RESET | EACH | 76 | |
690E98100A | SPECIAL-FILL AND PLUG EXISTING CONDUIT | FT | 143 | |
690E98100B | SPECIAL-ROCK EXCAVATION FOR 611 CONDUIT INSTALLATION | FT | 1,531 | |
690E98600 | SPECIAL - (Show Less) Exploratory Excavation |
HOUR | 6 | |
802E60303 | SUBGRADE REPAIR | CY | 750 | |
861E10000 | GEOGRID FOR SUBGRADE STABILIZATION | SY | 12,814 | |
878E25000 | INSPECTION AND COMPACTION TESTING OF UNBOUND MATERIALS | LS | 1 | |
TRAFFIC CONTROL | ||||
621E00100 | RPM | EACH | 152 | |
621E54000 | RAISED PAVEMENT MARKER REMOVED | EACH | 85 | |
630E03100 | GROUND MOUNTED SUPPORT, NO. 3 POST | FT | 553.5 | |
630E80100 | SIGN, FLAT SHEET | SF | 335.2 | |
630E84900 | REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | EACH | 32 | |
630E86002 | REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL | EACH | 22 | |
644E00100 | EDGE LINE, 4 | MILE | 2.17 | |
644E00300 | CENTER LINE | MILE | 1.93 | |
644E00400 | CHANNELIZING LINE, 8 | FT | 294 | |
644E00500 | STOP LINE | FT | 57 | |
644E00700 | TRANSVERSE/DIAGONAL LINE | FT | 267 | |
644E01300 | LANE ARROW | EACH | 31 | |
TRAFFIC SIGNALS | ||||
809E69001 | ADVANCE RADAR DETECTION, AS PER PLAN | EACH | 2 | |
809E69101 | STOP-BAR RADAR DETECTION, AS PER PLAN | EACH | 4 | |
WATER WORK | ||||
638E01205 | 8" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 53, PUSH-ON JOINTS AND FITTINGS, AS PER PLAN (Show Less) push on and restrained joints and fittings |
FT | 132 | |
638E02405 | 12" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 53, PUSH-ON JOINTS AND FITTINGS, AS PER PLAN (Show Less) push on and restrained joints and fittings |
FT | 2,756 | |
638E04801 | 3/4" COPPER SERVICE BRANCH, AS PER PLAN | FT | 1,013 | |
638E07311 | 24" STEEL PIPE ENCASEMENT, BORED OR JACKED, AS PER PLAN | FT | 50 | |
638E07901 | 8" GATE VALVE AND VALVE BOX, AS PER PLAN | EACH | 2 | |
638E08101 | 12" GATE VALVE AND VALVE BOX, AS PER PLAN | EACH | 6 | |
638E08103 | 16" GATE VALVE AND VALVE BOX, AS PER PLAN | EACH | 1 | |
638E10201 | 6" FIRE HYDRANT, AS PER PLAN | EACH | 5 | |
638E10400 | FIRE HYDRANT ADJUSTED TO GRADE | EACH | 2 | |
638E10701 | FIRE HYDRANT REMOVED AND DISPOSED OF, AS PER PLAN | EACH | 5 | |
638E10801 | VALVE BOX ADJUSTED TO GRADE, AS PER PLAN | EACH | 18 | |
638E10901 | SERVICE BOX ADJUSTED TO GRADE, AS PER PLAN | EACH | 38 | |
638E11201 | METER, SETTING, STOP AND CHAMBER, AS PER PLAN | EACH | 22 | |
638E98000A | WATER WORK MISC: ABANDON EXISTING WATER MAIN AT TIE IN POINTS | EA | 5 | |
638E98000B | WATER WORK MISC: TEMPORARY PURITY TEST STATIONS | EA | 3 | |
638E98000C | WATER WORK MISC: KEYWAYS TO RESTRAIN EXISTING WATER MAIN | EA | 5 | |
638E98000D | WATER WORK MISC: CONNECT TO EXISTING WATER MAINS | EA | 5 | |
638E98600A | WATER WORK MISC: ROCK EXCAVATION FOR 638 CONDUIT INSTALLATION | FT | 1,000 | |
638E98600B | WATER WORK MISC: TEMPORARY RESTORATION OF PAVEMENT (Contingency) | FT | 635 | |
638E98600C | WATER WORK MISC: 20" & 27" POLYETHYLENE ENCASEMENT FOR 8" & 12" WATER MAIN | FT | 2,888 | |
Alternate 1 | ||||
Alternate 1 | ||||
202E35100 | PIPE REMOVED, 24" AND UNDER | FT | 5,359 | |
202E35200 | PIPE REMOVED, OVER 24 | FT | 217 | |
611E04400 | 12" CONDUIT, TYPE B | FT | 1,364 | |
611E07400 | 18" CONDUIT, TYPE B | FT | 229 | |
611E10400 | 24" CONDUIT, TYPE B | FT | 273 | |
Alternate 2 | ||||
Alternate 2 | ||||
202E35101 | PIPE REMOVED, 24" AND UNDER, AS PER PLAN (Show Less) LSM BACKFILL |
FT | 5,359 | |
202E35201 | PIPE REMOVED, OVER 24", AS PER PLAN (Show Less) LSM BACKFILL |
FT | 217 | |
611E04401 | 12" CONDUIT, TYPE B, AS PER PLAN (Show Less) LSM BACKFILL |
FT | 1,364 | |
611E07401 | 18" CONDUIT, TYPE B, AS PER PLAN (Show Less) LSM BACKFILL |
FT | 229 | |
611E10401 | 24" CONDUIT, TYPE B, AS PER PLAN (Show Less) LSM BACKFILL |
FT | 273 |