Project Items
| Line | Item Number | Description | Units | Quantity |
|---|---|---|---|---|
| Bonham #01.603-Design Build | ||||
| 107E99000 | SPECIAL - UTILITY COORDINATION | LS | 1 | |
| 108E99100 | SPECIAL - CPM PROGRESS SCHEDULE FOR SHORT DURATION PROJECTS | LS | 1 | |
| 201E99000 | SPECIAL - CLEARING AND GRUBBING | LS | 1 | |
| 202E99000 | SPECIAL - STRUCTURE REMOVED | LS | 1 | |
| 202E99020 | SPECIAL - PAVEMENT REMOVED | LS | 1 | |
| 203E99000 | SPECIAL - EARTHWORK | LS | 1 | |
| 304E99000 | SPECIAL - AGGREGATE BASE | LUMP | 1 | |
| 448E99000 | SPECIAL - FLEXIBLE PAVEMENT | LUMP | 1 | |
| 512E72500 | SPECIAL - TEST PATCH | LS | 1 | |
| 512E99000 | SPECIAL - SEALING OF CONCRETE | LS | 1 | |
| 517E99000 | SPECIAL, RAILING | LUMP | 1 | |
| 526E99000 | SPECIAL - REINFORCED CONCRETE APPROACH SLABS, AS PER CONCEPTUAL DOCUMENTS | LUMP | 1 | |
| 530E99000 | SPECIAL - STRUCTURE FOUNDATION | LUMP | 1 | |
| 530E99010 | SPECIAL - SUBSTRUCTURE | LS | 1 | |
| 530E99020 | SPECIAL - SUPERSTRUCTURE | LS | 1 | |
| 530E99040 | SPECIAL - STRUCTURES | LS | 1 | |
| 605E99000 | SPECIAL - UNDERDRAINS | LUMP | 1 | |
| 606E99000 | SPECIAL - GUARDRAIL | LS | 1 | |
| 606E99100 | SPECIAL - IMPACT ATTENUATOR | LUMP | 1 | |
| 611E97800 | SPECIAL - DRAINAGE | LS | 1 | |
| 614E99000 | SPECIAL - MAINTAINING TRAFFIC | LS | 1 | |
| 616E99000 | SPECIAL - DUST CONTROL | LUMP | 1 | |
| 619E99000 | SPECIAL - FIELD OFFICE | LUMP | 1 | |
| 623E99000 | SPECIAL - CONSTRUCTION LAYOUT STAKES AND SURVEYING | LS | 1 | |
| 624E99000 | SPECIAL - MOBILIZATION | LS | 1 | |
| 626E99000 | SPECIAL - BARRIER REFLECTORS | LUMP | 1 | |
| 630E99000 | SPECIAL - SIGNS AND SUPPORTS | LS | 1 | |
| 630E99100 | SPECIAL, REMOVAL OF SIGNS AND SUPPORTS | LUMP | 1 | |
| 638E99000 | SPECIAL - WATER WORKS | LS | 1 | |
| 646E99000 | SPECIAL - PAVEMENT MARKING | LUMP | 1 | |
| 659E99000 | SPECIAL - PERMANENT EROSION CONTROL | LS | 1 | |
| 690E20010 | SPECIAL - AS-BUILT CONSTRUCTION PLANS | LS | 1 | |
| 690E20020 | SPECIAL - FIELD SURVEYS | LS | 1 | |
| 690E20040 | SPECIAL - PRELIMINARY DESIGN | LS | 1 | |
| 690E20050 | SPECIAL - FINAL DESIGN | LS | 1 | |
| 690E20060 | SPECIAL - FINAL PLAN SUBMISSION | LUMP | 1 | |
| 690E20080 | SPECIAL - SUBSURFACE INVESTIGATIONS | LS | 1 | |
| 690E20200 | SPECIAL - PRELIMINARY PLANS FOR DESIGN-BUILD | LUMP | 1 | |
| 690E20210 | SPECIAL - FINAL PLANS FOR DESIGN-BUILD | LUMP | 1 | |
| 690E20220 | SPECIAL - CONSTRUCTION PLANS | LS | 1 | |
| 690E20240 | SPECIAL - ROADWAY | LS | 1 | |
| 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 | |
| 832E99100 | SPECIAL - CONSTRUCTION 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 $20,000.00 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 | 20,000 | |
| Bonham(Incidentals) | ||||
| 100E99010 | SPECIAL - PROFESSIONAL LIABILITY INSURANCE | LS | 1 | |
| 103E05000 | PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND | LS | 1 | |
| 802E00003 | CONTINGENCIES The Contractor shall enter $1.00 in the unit price column and $50,000.00 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 | 50,000 | |
| North Weaver-#02.685 | ||||
| 201E11000 | CLEARING AND GRUBBING | LS | 1 | |
| 202E11203 | PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | LS | 1 | |
| 202E23010 | PAVEMENT REMOVED, ASPHALT | SY | 78 | |
| 202E38000 | GUARDRAIL REMOVED | FT | 147 | |
| 202E75000 | FENCE REMOVED Woven Wire, Contingency |
FT | 95 | |
| 202E75000A | FENCE REMOVED | FT | 62 | |
| 202E990001 | SPECIAL: CATTLE GATE REMOVAL AND DELIVERY TO PARCEL 3 | EA | 1 | |
| 203E20000 | EMBANKMENT | CY | 89 | |
| 204E10000 | SUBGRADE COMPACTION | SY | 45 | |
| 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE | SY | 158 | |
| 301E46000 | ASPHALT CONCRETE BASE, PG64-22 | CY | 8 | |
| 407E20000 | NON-TRACKING TACK COAT | GAL | 24 | |
| 441E10000 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG64-22 | CY | 9 | |
| 441E50300 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) PG 64-22 |
CY | 9 | |
| 503E11100 | COFFERDAMS AND EXCAVATION BRACING | LS | 1 | |
| 503E21101 | UNCLASSIFIED EXCAVATION, AS PER PLAN | CY | 1 | |
| 509E10000 | EPOXY COATED REINFORCING STEEL | LB | 1,832 | |
| 510E10001 | DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS PER PLAN | EACH | 44 | |
| 511E45710 | CLASS QC1 CONCRETE, ABUTMENT | CY | 2 | |
| 511E81200 | CONCRETE, MISC.: Concrete Deck Test Slab |
LS | 1 | |
| 511E99001 | CLASS QC3 CONCRETE, SUPERSTRUCTURE, AS PER PLAN | CY | 14 | |
| 512E10100 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | SY | 150 | |
| 512E10400 | TREATING OF CONCRETE BRIDGE DECK WITH SRS | SY | 52 | |
| 515E12050 | PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEMBERS, LEVEL 1, CB21-48 22' - 11" |
EACH | 5 | |
| 516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | SF | 18 | |
| 516E25000 | NYLON REINFORCED NEOPRENE SHEETING | SF | 209 | |
| 516E41100 | 1/8" PREFORMED BEARING PAD | EACH | 10 | |
| 516E43100 | ELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY (NEOPRENE) 10"x10"x1" |
EACH | 20 | |
| 517E70000 | RAILING (TWIN STEEL TUBE) | FT | 52 | |
| 518E22300 | SPECIAL - STEEL DRIP STRIP | FT | 38 | |
| 606E15050 | GUARDRAIL, TYPE MGS | FT | 100 | |
| 606E35003 | MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1, AS PER PLAN | EACH | 4 | |
| 607E15000 | FENCE, TYPE 47 Woven Wire |
FT | 130 | |
| 607E99001 | SPECIAL: FARM GATE, REMOVED AND REPLACED IN-KIND | EA | 1 | |
| 614E11000 | MAINTAINING TRAFFIC | LS | 1 | |
| 623E10000 | CONSTRUCTION LAYOUT STAKES AND SURVEYING | LS | 1 | |
| 624E10000 | MOBILIZATION | LS | 1 | |
| 626E00110 | BARRIER REFLECTOR, TYPE 2 Bidirectional |
EACH | 6 | |
| 630E02100 | GROUND MOUNTED SUPPORT, NO. 2 POST | FT | 16 | |
| 630E03100 | GROUND MOUNTED SUPPORT, NO. 3 POST | FT | 16 | |
| 630E85100 | REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | EACH | 6 | |
| 630E86002 | REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL | EACH | 4 | |
| 659E10001 | SEEDING AND MULCHING, AS PER PLAN | SY | 559 | |
| 659E20000 | COMMERCIAL FERTILIZER | TON | 0.08 | |
| 659E35000 | WATER | MGAL | 3.1 | |
| 670E00530 | SLOPE EROSION PROTECTION MAT, TYPE C | SY | 213 | |
| 802E60303 | SUBGRADE REPAIR Contingency |
CY | 5 | |
| 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 $4,000.00 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 | 4,000 | |
| North Weaver(Incidentals) | ||||
| 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 $25,000.00 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 | 25,000 | |