Project Items
| Line | Item Number | Description | Units | Quantity |
|---|---|---|---|---|
| 01-ROADWAY | ||||
| 1 | 201E11000 | CLEARING AND GRUBBING | LS | 1 |
| 2 | 202E23000 | PAVEMENT REMOVED | SY | 88 |
| 3 | 202E38000 | GUARDRAIL REMOVED | FT | 282 |
| 4 | 202E75000A | FENCE REMOVED | FT | 13 |
| 5 | 203E10000 | EXCAVATION | CY | 189 |
| 6 | 203E20000 | EMBANKMENT | CY | 352 |
| 7 | 606E15050 | GUARDRAIL, TYPE MGS | FT | 163 |
| 8 | 606E26150 | ANCHOR ASSEMBLY, MGS TYPE E MASH 2016 |
EACH | 4 |
| 9 | 606E35003 | MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1, AS PER PLAN | EACH | 4 |
| 02-EROSION CONTROL | ||||
| 10 | 601E32200 | ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | CY | 155 |
| 11 | 659E10001 | SEEDING AND MULCHING, AS PER PLAN | SY | 3,320 |
| 12 | 659E35000 | WATER | MGAL | 18 |
| 13 | 670E00530 | SLOPE EROSION PROTECTION MAT, TYPE C | SY | 1,028 |
| 14 | 671E15010 | EROSION CONTROL MAT, TYPE B | SY | 247 |
| 15 | 832E15000 | STORMWATER 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 |
| 16 | 832E15010 | STORM WATER POLLUTION PREVENTION INSPECTION SOFTWARE SERVICES | LS | 1 |
| 17 | 832E15002 | STORM WATER POLLUTION PREVENTION INSPECTIONS | LS | 1 |
| 18 | 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 $11,000.00 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 | 11,000 |
| 03-PAVEMENT | ||||
| 19 | 204E10000 | SUBGRADE COMPACTION | SY | 178 |
| 20 | 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE | SY | 506 |
| 21 | 301E56000 | ASPHALT CONCRETE BASE, PG64-22 (449) | CY | 26 |
| 22 | 304E20000 | AGGREGATE BASE | CY | 27 |
| 23 | 407E20000 | NON-TRACKING TACK COAT | GAL | 75 |
| 24 | 441E70300 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 (449) | CY | 28 |
| 25 | 441E0001 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1 (448) 64-22 | CY | 31 |
| 04-TRAFFIC CONTROL | ||||
| 26 | 626E00110B | BARRIER REFLECTOR, TYPE 2 - BI-DIRECTIONAL | EA | 14 |
| 27 | 630E84900 | REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | EACH | 4 |
| 28 | 630E86002 | REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL | EACH | 4 |
| 29 | 646E10200 | CENTER LINE | MILE | 0.08 |
| 30 | 646E10000 | EDGE LINE, 4" | MILE | 0.16 |
| 05-STRUCTURE OVER 20' SPAN (BUT-TR64-01.65) | ||||
| 31 | 202E11203 | PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | LS | 1 |
| 32 | 202E23500 | WEARING COURSE REMOVED | SY | 108 |
| 33 | 503E11100 | COFFERDAMS AND EXCAVATION BRACING | LS | 1 |
| 34 | 503E21301 | UNCLASSIFIED EXCAVATION, AS PER PLAN | LS | 1 |
| 35 | 504E11101 | STEEL SHEET PILING LEFT IN PLACE, AS PER PLAN | SF | 472 |
| 36 | 509E10000 | EPOXY COATED REINFORCING STEEL | LB | 7,801 |
| 37 | 510E10001 | DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS PER PLAN | EACH | 167 |
| 38 | 511E99001 | CLASS QC3 CONCRETE, SUPERSTRUCTURE, AS PER PLAN | CY | 24 |
| 39 | 511E44110 | CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | CU YD | 9 |
| 40 | 511E81200 | CONCRETE, MISC.: Concrete Deck Test Slab |
LS | 1 |
| 41 | 512E10100 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | SY | 140 |
| 42 | 512E10400 | TREATING OF CONCRETE BRIDGE DECK WITH SRS | SY | 116 |
| 43 | 512E33011 | TYPE 3 WATERPROOFING, AS PER PLAN | SY | 4 |
| 44 | 515E12060 | PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEMBERS, LEVEL 1, CB27-36 | EACH | 7 |
| 45 | 516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | SF | 30 |
| 46 | 516E25000 | NYLON REINFORCED NEOPRENE SHEETING | SF | 182 |
| 47 | 516E41200 | 1/8" PREFORMED BEARING PAD | SQ FT | 14 |
| 48 | 516E43100 | ELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY (NEOPRENE) | EACH | 28 |
| 49 | 517E70000 | RAILING (TWIN STEEL TUBE) | FT | 116 |
| 50 | 518E22300 | SPECIAL - STEEL DRIP STRIP | FT | 110 |
| 51 | 601E34100 | ROCK CHANNEL PROTECTION, TYPE B WITHOUT FILTER | CY | 111 |
| 52 | 846E00110 | POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | CF | 12 |
| 06-INCIDENTALS | ||||
| 53 | 614E11000 | MAINTAINING TRAFFIC | LS | 1 |
| 54 | 619E16000 | FIELD OFFICE, TYPE A | MNTH | 2 |
| 55 | 623E10000 | CONSTRUCTION LAYOUT STAKES AND SURVEYING | LS | 1 |
| 56 | 624E10000 | MOBILIZATION | LS | 1 |
| 57 | 802E00001 | PREMIUM ON INDUSTRIAL INSURANCE | LS | 1 |
| 58 | 802E00002 | PREMIUM ON BID BOND | LS | 1 |
| 59 | 802E00003 | CONTINGENCIES THE CONTRACTOR SHALL ENTER $1.00 IN THE UNIT PRICE COLUMN AND $47,000.00 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 | 47,000 |
| 60 | 614E12420 | DETOUR SIGNING | LS | 1 |