But-SR 122D-00.59L
Butler County · est $0.6M
Bid dateThursday, October 15—
Butler County · est $0.6M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 8.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 43 more items below.
| Item | Quantity | R1Heavy Highway Construction Company | R2LLC Eagle Bridge CO | R3Ruhlin Company | R4Complete General Construction Company | R5Great Lakes Construction CO | R6Sunesis Construction CO | % of bid |
|---|---|---|---|---|---|---|---|---|
| 514E00051 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL, | 1,825 SF | $40.00 | $8.00 | $40.00 | $40.82 | $40.00 | $76.30 | 14% |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 131.45 FT | $500 | $500 | $654 | $400 | $535 | $662 | 12% |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $60,001 | $143,000 |
| Item | Quantity | R1Heavy Highway Construction Company | R2LLC Eagle Bridge CO | R3Ruhlin Company | R4Complete General Construction Company | R5Great Lakes Construction CO | R6Sunesis Construction CO |
|---|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $1,500 | $3,500 | $5,100 | $2,500 | $10,000 | $3,081 |
| 202E23500 WEARING COURSE REMOVED | 258 SY | $15.00 | $7.50 | $7.00 | $10.00 | $10.00 | $9.26 |
| 202E30000 WALK REMOVED | 600 SF | $5.00 | $3.68 | $4.00 | $5.00 | $3.60 |
How to read this. Plan‑pull counts come straight from agency portals. Patterns and confidence scores are derived from comparable lettings (same county, same category, three‑year basis). Confidence is a calibration of past correctness on signals of this shape — not a guarantee of this bid’s outcome. We never round up. More on what Cassandri does →
| $69,000 |
| $45,000 |
| $160,000 |
| $77,020 |
| 11% |
| 514E27700 FIELD PAINTING, MISC.: FIELD PAINTING OF EXISTING | 1,825 SF | $28.00 | $8.00 | $28.00 | $28.57 | $28.00 | $29.16 | 10% |
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 121 CY | $300 | $300 | $325 | $300 | $300 | $325 | 7% |
| 511E53014 CLASS QC3 CONCRETE, MISC.:SUBSTRUCTURE CONCRETE WI | 29 CY | $1,000 | $2,000 | $1,275 | $3,000 | $1,990 | $1,480 | 5% |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $25,000 | $45,000 | $31,500 | $25,000 | $28,500 | $125,825 | 5% |
| 847E10000 MICRO SILICA MODIFIED CONCRETE OVERLAY (T=2.5") | 15 SY | $1,500 | $600 | $1,070 | $1,500 | $300 | $893 | 4% |
| 511E53014 CLASS QC3 CONCRETE, MISC.: SUPERSTRUCTURE CONCRETE | 11 CY | $2,000 | $3,250 | $3,355 | $6,000 | $2,850 | $2,643 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $22,000 | $20,000 | $20,000 | $20,000 | $20,000 | $36,064 | 4% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (T=1.5") | 2,541 SY | $8.25 | $7.50 | $7.00 | $8.00 | $8.00 | $7.46 | 4% |
| 513E10201 STRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN | 5,400 LB | $3.75 | $4.00 | $4.25 | $4.00 | $4.30 | $3.87 | 4% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 70 SY | $200 | $130 | $34.00 | $450 | $110 | $110 | 3% |
| 509E10001 EPOXY COATED REINFORCING STEEL, AS PER PLAN | 5,078 LB | $2.25 | $2.00 | $2.00 | $1.75 | $3.25 | $2.20 | 2% |
| 516E43100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY ( | 8 EACH | $1,350 | $1,750 | $2,645 | $1,265 | $2,200 | $1,850 | 2% |
| 847E50000 HAND CHIPPING | 15 SY | $700 | $60.00 | $300 | $50.00 | $50.00 | $158 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $10,000 | $10,000 | $4,800 | $7,000 | $15,000 | $5,476 | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $10,000 | $35,000 | $22,900 | $28,000 | $25,000 | $23,304 | 2% |
| 512E10400 TREATING OF CONCRETE BRIDGE DECK WITH SRS | 750 SY | $13.00 | $9.50 | $9.50 | $9.50 | $10.00 | $9.50 | 2% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 340 FT | $25.50 | $30.00 | $40.00 | $25.50 | $25.50 | $26.75 | 2% |
| $2.09 |
| 202E30600 CONCRETE MEDIAN REMOVED | 70 SY | $20.00 | $25.00 | $35.50 | $75.00 | $36.00 | $51.01 |
| 608E10000 4" CONCRETE WALK | 600 SF | $10.00 | $9.00 | $9.50 | $20.00 | $8.00 | $10.17 |
| 609E72000 CONCRETE MEDIAN | 70 SY | $90.00 | $150 | $120 | $175 | $107 | $130 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 2 EACH | $425 | $750 | $450 | $2,000 | $690 | $323 |
| 202E32500 CURB AND GUTTER REMOVED | 25 FT | $6.00 | $25.00 | $45.00 | $175 | $25.00 | $33.42 |
| 608E52000 CURB RAMP | 245 SF | $20.00 | $25.00 | $15.50 | $50.00 | $22.00 | $22.85 |
| 609E18001 COMBINATION CURB AND GUTTER, TYPE 3, AS PER PLAN | 25 FT | $22.00 | $80.00 | $95.00 | $350 | $65.00 | $57.12 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 407E20000 NON-TRACKING TACK COAT | 252 GAL | $5.00 | $3.00 | $1.00 | $5.00 | $5.00 | $1.00 |
| 253E01001 PAVEMENT REPAIR, AS PER PLAN | 10 SY | $250 | $100 | $368 | $200 | $300 | $571 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 104 FT | $13.00 | $13.00 | $9.50 | $13.00 | $13.00 | $13.00 |
| 630E80100 SIGN, FLAT SHEET | 54 SF | $25.00 | $25.00 | $14.00 | $25.00 | $25.00 | $25.00 |
| 630E83000 COVERING OF SIGN | 16 SF | $21.00 | $20.00 | $4.00 | $20.00 | $20.00 | $20.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 4 EACH | $21.00 | $20.00 | $10.00 | $20.00 | $20.00 | $20.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 4 EACH | $25.00 | $25.00 | $15.00 | $25.00 | $25.00 | $25.00 |
| 642E00200 LANE LINE, 4", TYPE 1 | 0.02 MILE | $43,820 | $43,820 | $7,474 | $43,820 | $43,820 | $48,895 |
| 642E00400 CHANNELIZING LINE, 8", TYPE 1 | 100 FT | $9.00 | $9.00 | $7.47 | $9.00 | $9.00 | $10.04 |
| 642E00700 TRANSVERSE/DIAGONAL LINE, TYPE 1 | 40 FT | $10.50 | $10.50 | $21.80 | $10.50 | $10.50 | $11.72 |
| 642E30000 REMOVAL OF PAVEMENT MARKING | 245 FT | $2.35 | $2.35 | $4.20 | $2.35 | $5.00 | $2.62 |
| 644E00200 LANE LINE, 4" | 0.1 MILE | $10,100 | $10,100 | $2,319 | $10,100 | $10,100 | $11,270 |
| 644E00400 CHANNELIZING LINE, 8" | 710 FT | $2.90 | $2.90 | $3.17 | $2.90 | $2.90 | $3.24 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 270 FT | $6.25 | $6.25 | $10.50 | $6.25 | $6.25 | $6.97 |
| 644E30000 REMOVAL OF PAVEMENT MARKING | 1,240 FT | $2.35 | $2.35 | $2.23 | $2.35 | $2.00 | $2.62 |
| 644E00600 CROSSWALK LINE | 40 FT | $4.40 | $4.40 | $5.31 | $4.40 | $4.40 | $4.91 |
| 614E22100 WORK ZONE EDGE LINE, CLASS I, 4", 642 PAINT | 0.36 MILE | $4,260 | $4,260 | $2,897 | $4,260 | $4,260 | $4,753 |
| 614E24200 WORK ZONE DOTTED LINE, CLASS I, 4", 642 PAINT | 950 FT | $0.55 | $0.55 | $3.86 | $0.55 | $0.55 | $0.61 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 25 FT | $2.50 | $2.50 | $12.00 | $2.50 | $2.50 | $2.79 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,000 | $1,900 | $1,950 | $1,900 | $1,900 | $1,900 |
| 513E21000 TRIMMING OF BEAM END | 8 EACH | $175 | $175 | $590 | $175 | $220 | $810 |
| 514E00504 GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTUR | 8 MNHR | $150 | $100 | $150 | $153 | $150 | $191 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 36 SF | $5.00 | $6.00 | $8.00 | $20.00 | $15.00 | $2.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 4 SF | $5.00 | $12.00 | $10.00 | $40.00 | $30.00 | $4.75 |
| 516E45305 REFURBISH BEARING DEVICE, AS PER PLAN | 8 EACH | $775 | $4,000 | $4,410 | $1,000 | $2,000 | $1,555 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 84 SF | $17.00 | $165 | $105 | $175 | $100 | $149 |
| 847E20000 MICRO SILICA MODIFIED CONCRETE OVERLAY (VARIABLE T | 6 CY | $1,000 | $225 | $450 | $300 | $230 | $296 |
| 847E30000 TEST SLAB | 1 LS | $1,500 | $1,250 | $4,400 | $250 | $2,000 | $2,285 |
| 847E30300 WEARING COURSE REMOVED, ASPHALT | 15 SY | $25.00 | $60.00 | $2.00 | $350 | $50.00 | $14.17 |
| 847E30400 EXISTING CONCRETE OVERLAY REMOVED (D=0.5") | 15 SY | $500 | $60.00 | $1,800 | $150 | $200 | $11.86 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 332 EACH | $15.00 | $25.00 | $30.00 | $30.00 | $30.00 | $15.02 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $5,000 | $6,500 | $4,000 | $3,000 | $10,000 | $3,600 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 514E00051 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL, | 1,825 SF | $40 | $73k | 12% |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 131.45 FT | $500 | $66k | 11% |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $60,001 | $60k | 10% |
| 514E27700 FIELD PAINTING, MISC.: FIELD PAINTING OF EXISTING | 1,825 SF | $28 | $51k | 8% |
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 121 CY | $300 | $36k | 6% |
| 511E53014 CLASS QC3 CONCRETE, MISC.:SUBSTRUCTURE CONCRETE WI | 29 CY | $1,000 | $29k | 5% |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $25,000 | $25k | 4% |
| 847E10000 MICRO SILICA MODIFIED CONCRETE OVERLAY (T=2.5") | 15 SY | $1,500 | $23k | 4% |
| 511E53014 CLASS QC3 CONCRETE, MISC.: SUPERSTRUCTURE CONCRETE | 11 CY | $2,000 | $22k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $22,000 | $22k | 4% |