Project Items
| Line | Item Number | Description | Units | Quantity |
|---|---|---|---|---|
| Base Bid | ||||
| DRAINAGE | ||||
| 601E32200 | ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | CY | 1 | |
| 605E05200 | 4" UNCLASSIFIED PIPE UNDERDRAINS | FT | 200 | |
| 605E06000 | 4" BASE PIPE UNDERDRAINS | FT | 4,400 | |
| 605E90000 | SPECIAL: INFILTATION BASIN FILTER | SY | 106 | |
| 611E00410 | 4" CONDUIT, TYPE F FOR UNDERDRAIN OUTLET | FT | 300 | |
| 611E04600 | 12" CONDUIT, TYPE C | FT | 202 | |
| 611E06100 | 15" CONDUIT, TYPE C | FT | 93 | |
| 611E07600 | 18" CONDUIT, TYPE C | FT | 25 | |
| 611E10600 | 24" CONDUIT, TYPE C | FT | 28 | |
| 611E98150 | CATCH BASIN, NO. 3 | EACH | 4 | |
| 611E98151 | CATCH BASIN, NO. 3, AS PER PLAN CB3-MOD |
EACH | 10 | |
| 611E99574 | MANHOLE, NO. 3 | EACH | 1 | |
| 611E99855 | WATER QUALITY BASIN, DETENTION, AS PER PLAN Dry Well |
EACH | 9 | |
| 670E00500 | SLOPE EROSION PROTECTION | SY | 450 | |
| 670E00510 | SLOPE EROSION PROTECTION MAT, TYPE A | SY | 4.2 | |
| 690E92001 | SPECIAL: COARSE AGGREGATE, AS PER PLAN | CY | 35 | |
| 690E98200 | SPECIAL - Porous Interlocking (Grid) Grass Reinforeced Pavement |
SF | 560 | |
| 895E10040 | MANUFACTURED WATER QUALITY STRUCTURE, TYPE 4 | EACH | 1 | |
| EROSION CONTROL | ||||
| 653E10000 | TOPSOIL FURNISHED AND PLACED | CY | 1,143 | |
| 659E00100 | SOIL ANALYSIS TEST | EACH | 2 | |
| 659E10001 | SEEDING AND MULCHING, AS PER PLAN | SY | 10,300 | |
| 659E14000 | REPAIR SEEDING AND MULCHING | SY | 515 | |
| 659E20000 | COMMERCIAL FERTILIZER | TON | 1.44 | |
| 659E31000 | LIME | ACRE | 2.13 | |
| 659E35000 | WATER | MGAL | 57 | |
| 661E99000 | SPECIAL - LANDSCAPING Roundabout Landscaping |
LS | 0 | |
| 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 $30,000.00 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 | 30,000 | |
| INCIDENTALS | ||||
| 619E16010 | FIELD OFFICE, TYPE B | MNTH | 5 | |
| 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 $60,000.00 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 | 60,000 | |
| LIGHTING | ||||
| 625E10490 | LIGHT POLE, CONVENTIONAL | EACH | 1 | |
| 625E10620 | LIGHT POLE ANCHOR BOLTS, MISC.: | EACH | 4 | |
| 625E14000 | LIGHT POLE FOUNDATION, 24" X 6' DEEP | EACH | 1 | |
| 625E25400 | CONDUIT, 2", 725.04 | FT | 298 | |
| 625E25408 | CONDUIT, 2", 725.051 | FT | 365 | |
| 625E29002 | TRENCH, 24" DEEP | FT | 712 | |
| 625E30700 | PULL BOX, 725.08, 18" | EACH | 5 | |
| 625E32000 | GROUND ROD | EACH | 1 | |
| 625E36000 | PLASTIC CAUTION TAPE | FT | 712 | |
| 625E99000 | SPECIAL - LIGHTING Duke Energy proposal note |
LS | 0 | |
| 625E99001 | SPECIAL - LIGHTINGSPECIAL - LIGHTING 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 $41,000.00 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 | 41,000 | |
| MAINTENANCE OF TRAFFIC | ||||
| 410E10000 | TRAFFIC COMPACTED SURFACE, TYPE A | CY | 76 | |
| 614E11000 | MAINTAINING TRAFFIC | LS | 1 | |
| 614E11110 | LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE | HOUR | 100 | |
| 614E12338 | WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) | EACH | 2 | |
| 614E12420 | DETOUR SIGNING | LS | 1 | |
| 614E13000 | ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | CY | 38 | |
| 614E13310 | BARRIER REFLECTOR, TYPE 1 | EACH | 26 | |
| 614E13350 | OBJECT MARKER, ONE WAY | EACH | 24 | |
| 614E21000 | WORK ZONE CENTER LINE, CLASS I | MILE | 0.44 | |
| 614E22000 | WORK ZONE EDGE LINE, CLASS I, 4" | MILE | 0.85 | |
| 615E10000 | ROADS FOR MAINTAINING TRAFFIC | LS | 1 | |
| 615E20000 | PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | SY | 2,436 | |
| 616E10000 | WATER | MGAL | 53 | |
| 622E41000 | PORTABLE BARRIER, 32" | FT | 673 | |
| PAVEMENT | ||||
| 203E98500 | ROADWAY, MISC.: Reinforced Concrete |
LS | 1 | |
| 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE | SY | 2,769 | |
| 301E46000 | ASPHALT CONCRETE BASE, PG64-22 | CY | 1,492 | |
| 301E48000 | ASPHALT CONCRETE BASE, PG64-22 (DRIVEWAYS) 3.5" |
CY | 14 | |
| 301E48000A | ASPHALT CONCRETE BASE. PG64-22 (DRIVEWAYS) 5" |
CY | 16 | |
| 304E20000 | AGGREGATE BASE | CY | 1,840 | |
| 304E20001 | AGGREGATE BASE, AS PER PLAN Driveway |
CY | 2 | |
| 407E10001 | TACK COAT, AS PER PLAN Driveway |
GAL | 11 | |
| 407E20000 | NON-TRACKING TACK COAT | GAL | 1,533 | |
| 441E50400 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), (DRIVEWAYS)ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), (DRIVEWAYS) PG64-22, 1 1/4" |
CY | 9 | |
| 442E20050 | ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE B (448) 1 1/2" |
CY | 456 | |
| 442E20250 | ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE B (448) 1 3/4" |
CY | 532 | |
| 442E20251 | ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE B (448), AS PER PLAN Variable Depth |
CY | 50 | |
| 451E14011 | 9" REINFORCED CONCRETE PAVEMENT, CLASS QC 1P, AS PER PLAN Stamped Truck Apron |
SY | 558 | |
| 452E10010 | 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | SY | 641 | |
| 452E12011A | 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC IP, (DRIVEWAY) | SY | 109 | |
| 452E12011B | 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QU IP, (SIDEWALK) | SY | 43 | |
| 452E12011C | 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC IP, (ISLAND) | SY | 21 | |
| 608E10000 | 4" CONCRETE WALK | SF | 434 | |
| 608E12000 | 5" CONCRETE WALK | SF | 8,674 | |
| 608E52000 | CURB RAMP | SF | 703 | |
| 608E53020 | DETECTABLE WARNING | SF | 136 | |
| 609E12000 | COMBINATION CURB AND GUTTER, TYPE 2 | FT | 3,365 | |
| 609E12001 | COMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN "A" |
FT | 8 | |
| 609E18000 | COMBINATION CURB AND GUTTER, TYPE 3 | FT | 225 | |
| 609E18001A | COMBINATION CURB AND GUTTER, TYPE 3, APP, "A" "A" |
FT | 17 | |
| 609E18001B | COMBINATION CURB AND GUTTER, TYPE 3, APP, "B" | FT | 17 | |
| 609E18001C | COMBINATION CURB AND GUTTER, TYPE 3, APP, "C" | FT | 137 | |
| 609E26000 | CURB, TYPE 6 | FT | 453 | |
| 609E31001 | CURB AND GUTTER, TYPE 9, APP | FT | 446 | |
| 609E58000 | 9" CONCRETE TRAFFIC ISLAND | SY | 626 | |
| ROADWAY | ||||
| 201E11000 | CLEARING AND GRUBBING | LS | 1 | |
| 202E23000 | PAVEMENT REMOVED Concrete |
SY | 747 | |
| 202E23010 | PAVEMENT REMOVED, ASPHALT | SY | 7,390 | |
| 202E30000 | WALK REMOVED | SF | 2,790 | |
| 202E32000 | CURB REMOVED | FT | 1,346 | |
| 202E35100 | PIPE REMOVED, 24" AND UNDER | FT | 1,439 | |
| 202E58000 | MANHOLE REMOVED | EACH | 1 | |
| 202E58100 | CATCH BASIN REMOVED | EACH | 7 | |
| 202E98700 | ABANDON MISC.: | FT | 119 | |
| 203E10000 | EXCAVATION | CY | 5,197 | |
| 203E20000 | EMBANKMENT | CY | 2,240 | |
| 204E10000 | SUBGRADE COMPACTION | SY | 11,000 | |
| 204E13000 | EXCAVATION OF SUBGRADE | CY | 3,535 | |
| 204E30020 | GRANULAR MATERIAL, TYPE C | CY | 3,535 | |
| 204E45000 | PROOF ROLLING | HOUR | 6 | |
| 204E50000 | GEOTEXTILE FABRIC | SY | 10,605 | |
| 607E16000 | FENCE REBUILT, TYPE 47 Wire, Farm / Field |
FT | 35 | |
| 607E23100A | FENCE REBUILT, WOOD, 3-RAIL, WHITE | FT | 100 | |
| 607E23100B | FENCE REBUILT, WOOD, 3-RAIL, STAINED | FT | 45 | |
| 607E23100C | FENCE REBUILT, WOOD, 4-RAIL, NATURAL | FT | 180 | |
| 623E40551 | PROJECT CONTROL REFERENCE MONUMENT, APP | EA | 12 | |
| 690E50100 | SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE | EACH | 14 | |
| 878E25000 | INSPECTION AND COMPACTION TESTING OF UNBOUND MATERIALS | LS | 1 | |
| SANITARY | ||||
| 611E99654 | MANHOLE ADJUSTED TO GRADE | EACH | 1 | |
| 611E99660 | MANHOLE RECONSTRUCTED TO GRADE | EACH | 3 | |
| STRUCTURES | ||||
| 503E11100 | COFFERDAMS AND EXCAVATION BRACING | LS | 1 | |
| TRAFFIC CONTROL | ||||
| 621E00100 | RPM | EACH | 24 | |
| 625E18200 | BRACKET ARM, 15' | EACH | 2 | |
| 625E25400 | CONDUIT, 2", 725.04 | FT | 302 | |
| 625E25408 | CONDUIT, 2", 725.051 | FT | 387 | |
| 625E26253 | LUMINAIRE, CONVENTIONAL, SOLID STATE (LED), AS PER PLAN | EACH | 2 | |
| 625E29002 | TRENCH, 24" DEEP | FT | 689 | |
| 625E30700 | PULL BOX, 725.08, 18" | EACH | 6 | |
| 625E30706 | PULL BOX, 725.08, 24" | EACH | 1 | |
| 625E32000 | GROUND ROD | EACH | 2 | |
| 630E03100 | GROUND MOUNTED SUPPORT, NO. 3 POST | FT | 708 | |
| 630E08600 | SIGN POST REFLECTOR | EACH | 7 | |
| 630E16204 | COMBINATION OVERHEAD SIGN SUPPORT, TYPE TC-81.22, DESIGN 12 | EA | 2 | |
| 630E79200 | SIGN ATTACHMENT ASSEMBLY, MAST ARM | EACH | 4 | |
| 630E80100 | SIGN, FLAT SHEET | SF | 313 | |
| 630E80511 | SIGN, STREET NAME, AS PER PLAN | EACH | 4 | |
| 630E84510 | RIGID OVERHEAD SIGN SUPPORT FOUNDATION | EACH | 2 | |
| 630E84900 | REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | EACH | 9 | |
| 630E85100 | REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | EACH | 1 | |
| 630E86002 | REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL | EACH | 9 | |
| 632E30980 | SIGNAL CABLE, 3 CONDUCTOR, NO. 10 AWG | FT | 374 | |
| 632E69300 | POWER CABLE, 3 CONDUCTOR, NO. 4 AWG | FT | 29 | |
| 632E70001 | POWER SERVICE, AS PER PLAN | EACH | 1 | |
| 632E70200 | CONDUIT RISER, 1" DIAMETER | EACH | 1 | |
| 633E01551 | CONTROLLER UNIT, TYPE TS2/A2, WITH CABINET, TYPE TS2, AS PER PLAN | EACH | 1 | |
| 633E67100 | CABINET FOUNDATION | EACH | 1 | |
| 633E67200 | CONTROLLER WORK PAD | EACH | 1 | |
| 644E00100 | EDGE LINE, 4" | MILE | 0.32 | |
| 644E00300 | CENTER LINE | MILE | 0.53 | |
| 644E00400 | CHANNELIZING LINE, 8" | FT | 1,406 | |
| 644E00601 | CROSSWALK LINE, AS PER PLAN | FT | 188 | |
| 644E00720 | CHEVRON MARKING | FT | 54 | |
| 644E01000 | RAILROAD SYMBOL MARKING | EACH | 1 | |
| 644E01300 | LANE ARROW | EACH | 22 | |
| 644E01500 | DOTTED LINE, 4" | FT | 210 | |
| 644E01514 | DOTTED LINE, 8" | FT | 353 | |
| 644E20800 | YIELD LINE | FT | 95 | |
| 644E30000 | REMOVAL OF PAVEMENT MARKING | FT | 1,600 | |
| 809E69100 | STOP LINE RADAR DETECTION | EACH | 1 | |
| 828E00100 | LED BLANKOUT SIGN As Per Plan |
EACH | 2 | |
| TRAFFIC SIGNAL | ||||
| 632E90100 | REMOVAL OF TRAFFIC SIGNAL INSTALLATION | EACH | 1 | |
| WATER WORK | ||||
| 638E01204 | 8" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 53, PUSH-ON JOINTS AND FITTINGS | FT | 178 | |
| 638E01304 | 8" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 53, MECHANICAL JOINTS AND FITTINGS | FT | 0 | |
| 638E01404 | 8" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 53, BOLTLESS-RESTRAINED JOINTS AND FITTINGS | FT | 275 | |
| 638E02404 | 12" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 53, PUSH-ON JOINTS AND FITTINGS | FT | 211 | |
| 638E02504 | 12" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 53, MECHANICAL JOINTS AND FITTINGS | FT | 0 | |
| 638E02600 | 12" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 52, BOLTLESS-RESTRAINED JOINTS AND FITTINGS | FT | 309 | |
| 638E11200 | METER, SETTING, STOP AND CHAMBER | EACH | 1 | |
| 638E90010 | WATER WORK MISC: TAP INTO EXISTING WATER MAIN | LS | 0 | |
| 638E98100 | WATER WORK, MISC.:WATER WORK, MISC.: Connect to Watermain |
LS | 1 | |
| Alternate 1 | ||||
| ALTERNATE #1 | ||||
| 611E04400 | 12" CONDUIT, TYPE B | FT | 622 | |
| 611E05900 | 15" CONDUIT, TYPE B | FT | 65 | |
| Alternate 2 | ||||
| ALTERNATE #2 | ||||
| 611E04401 | 12" CONDUIT, TYPE B, AS PER PLAN LSM Backfill |
FT | 622 | |
| 611E05901 | 15" CONDUIT, TYPE B, AS PER PLAN LSM Backfill |
FT | 65 | |