Project Items
| Line | Item Number | Description | Units | Quantity |
|---|---|---|---|---|
| DRAINAGE | ||||
| 1 | 605E11100 | 6" SHALLOW PIPE UNDERDRAINS | FT | 154 |
| 2 | BC811E00510 | 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | FT | 9 |
| 3 | BC811E99710 | PRECAST REINFORCED CONCRETE OUTLET | EA | 1 |
| ENVIRONMENTAL | ||||
| 690E70030 | SPECIAL - ENVIRONMENTAL Disposal of Contaminated Soil, Contingency |
CY | 0 | |
| 690E98000 | SPECIAL - Laboratory Analysis of Contaminated Soils, Contingency |
EACH | 0 | |
| 690E98400 | SPECIAL - Monitoring for Contaminated Soils, Contingency |
LS | 0 | |
| EROSION CONTROL | ||||
| 7 | 601E32200 | ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | CY | 2 |
| 8 | 616E10000 | WATER | MGAL | 3 |
| 9 | 659E10001 | SEEDING AND MULCHING, AS PER PLAN | SY | 138 |
| 10 | 659E20000 | COMMERCIAL FERTILIZER | TON | 0.02 |
| 11 | 659E35000 | WATER | M GAL | 1 |
| 12 | 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 |
| 13 | 832E15002 | STORM WATER POLLUTION PREVENTION INSPECTIONS | LS | 1 |
| 14 | 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 $8,000.00 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 | 8,000 |
| INCIDENTALS | ||||
| 15 | 614E11000 | MAINTAINING TRAFFIC | LUMP | 1 |
| 17 | 623E10000 | CONSTRUCTION LAYOUT STAKES AND SURVEYING | LS | 1 |
| 18 | 624E10000 | MOBILIZATION | LS | 1 |
| 19 | 802E00001 | PREMIUM ON INDUSTRIAL INSURANCE | LS | 1 |
| 20 | 802E00002 | PREMIUM ON BID BOND | LS | 1 |
| 21 | 802E00003 | CONTINGENCIES THE CONTRACTOR SHALL ENTER $1.00 IN THE UNIT PRICE COLUMN AND $45,000.00 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 | 45,000 |
| 614E12420 | DETOUR SIGNING | LS | 0 | |
| PAVEMENT | ||||
| 22 | 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE Variable Depth, 1.5" - 3" |
SY | 339 |
| 23 | 301E56000 | ASPHALT CONCRETE BASE, PG64-22, (449) | CY | 11 |
| 24 | 304E20000 | AGGREGATE BASE | CY | 11 |
| 25 | 407E20000 | NON-TRACKING TACK COAT | GAL | 40 |
| 26 | 441E50000 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 | CY | 18 |
| 27 | 441E50300 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) | CY | 9 |
| RETAINING WALL | ||||
| 28 | 507E00400 | STEEL PILES, MISC.: Soldier Piles W27x146 |
FT | 800 |
| 29 | 524E94803 | DRILLED SHAFTS, 42" DIAMETER, ABOVE BEDROCK, AS PER PLAN | FT | 805 |
| 30 | 524E95000 | DRILLED SHAFTS, MISC.: Plug Pile, 42" Diameter, Unreinforced, APP |
FT | 307 |
| ROADWAY | ||||
| 31 | 201E11000 | CLEARING AND GRUBBING | LS | 1 |
| 32 | 202E23001 | PAVEMENT REMOVED, AS PER PLAN Asphalt |
SY | 62 |
| 33 | 202E38000 | GUARDRAIL REMOVED | FT | 244 |
| 34 | 203E10000 | EXCAVATION | CY | 10 |
| 35 | 203E20000 | EMBANKMENT | CY | 10 |
| 36 | 204E10000 | SUBGRADE COMPACTION | SY | 65 |
| 37 | 606E13010 | GUARDRAIL, TYPE 5 WITH TUBULAR BACKUP | FT | 143.75 |
| 38 | 606E15100 | GUARDRAIL, TYPE MGS WITH LONG POSTS | FT | 50 |
| 39 | 606E35140 | BRIDGE TERMINAL ASSEMBLY, TYPE 4 | EACH | 2 |
| 40 | 613E41201 | LOW STRENGTH MORTAR BACKFILL, AS PER PLAN | CY | 37 |
| TRAFFIC CONTROL | ||||
| 41 | 626E00110 | BARRIER REFLECTOR, TYPE 2 Bidirectional |
EACH | 5 |
| 42 | 630E02100 | GROUND MOUNTED SUPPORT, NO. 2 POST | FT | 16 |
| 43 | 630E03100 | GROUND MOUNTED SUPPORT, NO. 3 POST | FT | 16 |
| 44 | 630E85100 | REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | EACH | 2 |
| 45 | 644E00100 | EDGE LINE, 4" Type 1 |
MILE | 0.09 |
| 46 | 644E00300 | CENTER LINE Type 1 |
MILE | 0.045 |