Project Items
| Line | Item Number | Description | Units | Quantity |
|---|---|---|---|---|
| 01-ROADWAY | ||||
| 1 | 201E11000 | CLEARING AND GRUBBING | LS | 1 |
| 2 | 202E23000 | PAVEMENT REMOVED | SY | 3,480 |
| 3 | 202E230002 | PAVEMENT REMOVED, CONCRETE DRIVEWAYS | SY | 165 |
| 4 | 202E35100 | PIPE REMOVED, 24" AND UNDER | FT | 318 |
| 5 | 202E53100 | MAILBOX REMOVED | EACH | 5 |
| 6 | 202E58100 | CATCH BASIN REMOVED | EACH | 4 |
| 7 | 203E10000 | EXCAVATION | CY | 2,620 |
| 8 | 203E20000 | EMBANKMENT | CY | 1,153 |
| 9 | 204E10000 | SUBGRADE COMPACTION | SY | 4,877 |
| 10 | 204E13000 | EXCAVATION OF SUBGRADE | CY | 1,856 |
| 11 | 204E30020 | GRANULAR MATERIAL, TYPE C | CY | 1,856 |
| 12 | 204E45000 | PROOF ROLLING | HOUR | 3 |
| 13 | 204E50000 | GEOTEXTILE FABRIC | SY | 4,772 |
| 14 | 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE 1.5" |
SY | 1,351 |
| 15 | 301E56001 | ASPHALT CONCRETE BASE, (449), AS PER PLAN | CY | 701 |
| 16 | 304E20000 | AGGREGATE BASE | CY | 833 |
| 17 | 304E20000B | AGGREGATE BASE, PARKING LOT | CY | 46 |
| 18 | 407E20000 | NON-TRACKING TACK COAT | GAL | 483 |
| 19 | 408E10000 | PRIME COAT | GALLON | 1,702 |
| 20 | 441E50000 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 | CY | 206 |
| 21 | 441E50300 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 (448) | CY | 193 |
| 22 | 441E70000 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG64-22 Parking Lot |
CY | 16 |
| 23 | 451E14011 | 9" REINFORCED CONCRETE PAVEMENT, CLASS QC 1P, AS PER PLAN | SY | 261 |
| 24 | 451E97000 | SAMPLE CONCRETE PAVEMENT, STAMPED Reinforced, As Per Plan |
EA | 1 |
| 25 | 452E10010A | 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P, DRIVEWAYS | SY | 172 |
| 26 | 602E20000 | CONCRETE MASONRY Headwalls |
CY | 1 |
| 27 | 605E14000 | 6" BASE PIPE UNDERDRAINS | FT | 2,083 |
| 28 | 609E12000 | COMBINATION CURB AND GUTTER, TYPE 2 | FT | 1,532 |
| 29 | 609E18000 | COMBINATION CURB AND GUTTER, TYPE 3 | FT | 89 |
| 30 | 609E26000 | CURB, TYPE 6 | FT | 191 |
| 31 | 609E31000 | COMBINATION CURB AND GUTTER, TYPE 9 | FT | 264 |
| 33 | 611E00406 | 4" CONDUIT, TYPE F Contingency |
FT | 100 |
| 34 | 611E00510 | 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | FT | 100 |
| 35 | 611E01500 | 6" CONDUIT, TYPE F Contingency |
FT | 100 |
| 36 | 611E04900 | 12" CONDUIT, TYPE D | FT | 25 |
| 37 | 611E07600 | 18" CONDUIT, TYPE C | FT | 12 |
| 39 | 611E98150 | CATCH BASIN, NO. 3 | EACH | 4 |
| 40 | 611E98151A | CATCH BASIN, NO 3, AS PER PLAN | EA | 3 |
| 41 | 611E98450 | CATCH BASIN, NO. 2-2A | EACH | 1 |
| 42 | 611E98470 | CATCH BASIN, NO. 2-2B | EACH | 1 |
| 43 | 611E99574 | MANHOLE, NO. 3 | EACH | 3 |
| 44 | 611E99582 | MANHOLE, NO. 3 WITH 90" BASE I.D. AND 8" WEIR | EACH | 1 |
| 45 | 614E11000 | MAINTAINING TRAFFIC | LS | 1 |
| 46 | 615E10000 | ROADS FOR MAINTAINING TRAFFIC | LS | 1 |
| 47 | 615E25001 | PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER PLAN | SY | 720 |
| 48 | 616E10000 | WATER | MGAL | 5 |
| 49 | 621E00100 | RPM | EACH | 69 |
| 50 | 623E10000 | CONSTRUCTION LAYOUT STAKES AND SURVEYING | LUMP | 1 |
| 51 | 623E40500 | REFERENCE MONUMENT Type A |
EACH | 1 |
| 52 | 623E40900 | MONUMENT, MISC.: Mag Spike, As Per Plan |
EACH | 3 |
| 53 | 623E50000 | PRECONSTRUCTION SURVEY MONUMENT VERIFICATION AND REPORT | LS | 1 |
| 54 | 624E10000 | MOBILIZATION | LS | 1 |
| 55 | 630E03100 | GROUND MOUNTED SUPPORT, NO. 3 POST | FT | 365 |
| 56 | 630E80100 | SIGN, FLAT SHEET | SF | 154 |
| 57 | 630E84900 | REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | EACH | 10 |
| 58 | 630E86002 | REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL | EACH | 10 |
| 59 | 630E97700 | SIGNING, MISC.: U-Channel Sign Post Anchors, As Per Plan |
EACH | 8 |
| 60 | 644E00100 | EDGE LINE, 4" | MILE | 0.3 |
| 61 | 644E003002 | CENTER LINE | MI | 0.18 |
| 62 | 644E00400 | CHANNELIZING LINE, 8" | FT | 228 |
| 63 | 644E00900 | ISLAND MARKING | SF | 58 |
| 64 | 644E01110 | SCHOOL SYMBOL MARKING, 96" Shark Teeth |
EACH | 1 |
| 65 | 644E01300A | LANE ARROW | EACH | 2 |
| 66 | 644E01514 | DOTTED LINE, 8" | FT | 133 |
| 67 | 644E20800 | YIELD LINE Shark Teeth |
FT | 64 |
| 68 | 659E00100 | SOIL ANALYSIS TEST | EACH | 2 |
| 69 | 653E10000 | TOPSOIL FURNISHED AND PLACED | CY | 630 |
| 70 | 659E10001 | SEEDING AND MULCHING, AS PER PLAN | SY | 5,730 |
| 71 | 659E14000 | REPAIR SEEDING AND MULCHING | SY | 573 |
| 72 | 659E20000 | COMMERCIAL FERTILIZER | TON | 0.52 |
| 73 | 659E35000 | WATER | MGAL | 30 |
| 74 | 659E40000 | MOWING | MSF | 51.5 |
| 75 | 660E25000 | SODDING STAKED | SY | 311 |
| 76 | 690E50100 | SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE | EACH | 5 |
| 77 | 691E00500 | SPECIAL - HERBICIDE FOR WEED CONTROL | SY | 6,000 |
| 78 | 832E15000 | STORM WATER 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 |
| 79 | 832E15002 | STORM WATER POLLUTION PREVENTION INSPECTIONS | LS | 1 |
| 80 | 832E15010 | STORM WATER POLLUTION PREVENTION INSPECTION SOFTWARE | LS | 1 |
| 81 | 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 $16,000.00 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 | 16,000 |
| 82 | 895E10020 | MANUFACTURED WATER QUALITY STRUCTURE, TYPE 2 | EACH | 1 |
| 115 | 832E30002 | SPECIAL: Catch Basin Inlet Erosion Protection, As Per Plan CB3 - This contingency item includes installation and removal of Dandy Bags or approved equal. |
EA | 1 |
| 116 | 832E30002 | SPECIAL: Catch Basin Inlet Erosion Protection, As Per Plan CB 2-2, This contingency item includes installation and removal of Dandy Bags or approved equal. |
EA | 1 |
| 117 | 644E00700 | TRANSVERSE/DIAGONAL LINE | FT | 119 |
| 118 | 609E58000 | 9" CONCRETE TRAFFIC ISLAND | SY | 353 |
| 609E60000 | 9" CONCRETE TRAFFIC ISLAND | CY | 0 | |
| 611E04600 | 12" CONDUIT, TYPE C | FT | 0 | |
| 02-LIGHTING | ||||
| 83 | 625E25409 | CONDUIT, 2", 725.051, AS PER PLAN | FT | 185 |
| 84 | 625E25505 | CONDUIT, 3", 725.051, AS PER PLAN | FT | 188 |
| 85 | 625E25605 | CONDUIT, 4", 725.051, AS PER PLAN | FT | 114 |
| 86 | 625E29002 | TRENCH, 24" DEEP | FT | 241 |
| 87 | 625E39000 | TEMPORARY LIGHTING As Per Plan |
LS | 1 |
| 88 | 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 $28,187.22 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 | 28,187.22 |
| 89 | 625E98000 | LIGHTING, MISC.: Install Pull Box, supplied by others |
EACH | 3 |
| 03-WATER | ||||
| 91 | 638E04801 | 3/4" COPPER SERVICE BRANCH, AS PER PLAN | FT | 116 |
| 92 | 638E04901 | 1" COPPER SERVICE BRANCH, AS PER PLAN | FT | 194 |
| 94 | 638E10400 | FIRE HYDRANT ADJUSTED TO GRADE | EA | 1 |
| 95 | 638E10601 | FIRE HYDRANT AND GATE VALVE REMOVED AND RESET, AS PER PLAN | EACH | 1 |
| 96 | 638E10800 | VALVE BOX ADJUSTED TO GRADE | EACH | 2 |
| 97 | 638E11101 | METER AND CHAMBER REMOVED AND RESET, AS PER PLAN | EACH | 5 |
| 112 | 638E00705 | 6" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 53, MECHANICAL JOINTS AND FITTINGS, AS PER PLAN | FT | 160 |
| 113 | 638E07801 | 6" GATE VALVE AND VALVE BOX, AS PER PLAN | EACH | 1 |
| 114 | 638E10901 | SERVICE BOX ADJUSTED TO GRADE, AS PER PLAN | EACH | 2 |
| 04-INCIDENTALS | ||||
| 99 | 619E16010 | FIELD OFFICE, TYPE B | MONTH | 3 |
| 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 $110,000.00 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 | 110,000 |
| 05-ALTERTNATE #1 | ||||
| 103 | 611E04400 | 12" CONDUIT, TYPE B | FT | 270 |
| 104 | 611E05900 | 15" CONDUIT, TYPE B | FT | 119 |
| 105 | 611E07400 | 18" CONDUIT, TYPE B | FT | 265 |
| 110 | 611E13400 | 30" CONDUIT, TYPE B | FT | 96 |
| 06-ALTERNATE #2 | ||||
| 106 | 611E04401 | 12" CONDUIT, TYPE B, AS PER PLAN LSM Backfill |
FT | 270 |
| 107 | 611E05901 | 15" CONDUIT, TYPE B, AS PER PLAN LSM Backfill |
FT | 119 |
| 108 | 611E07401 | 18" CONDUIT, TYPE B, AS PER PLAN LSM Backfill |
FT | 265 |
| 119 | 611E13401 | 30" CONDUIT, TYPE B, AS PER PLAN LSM Backfill |
FT | 96 |