But-SR 73-14.67
Butler County · est $0.3M
Bid dateThursday, January 11—
Butler County · est $0.3M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 6.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 15 more items below.
| Item | Quantity | R1Barrett Paving Materials INC | R2John R Jurgensen Company | R3Rack & Ballauer Excavating CO INC | % of bid |
|---|---|---|---|---|---|
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (663 CY | $132 | $128 | $139 | 35% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 474 CY | $152 | $138 | $159 | 29% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN (3 | 13,747 SY | $1.85 | $1.55 | $1.30 | 10% |
| 609E18001 COMBINATION CURB AND GUTTER, TYPE 3, AS PER PLAN | 128 FT | $162 | $220 | $130 | 8% |
| 253E02001 PAVEMENT REPAIR, AS PER PLAN | 19 CY | $475 |
| Item | Quantity | R1Barrett Paving Materials INC | R2John R Jurgensen Company | R3Rack & Ballauer Excavating CO INC |
|---|---|---|---|---|
| 609E18000 COMBINATION CURB AND GUTTER, TYPE 3 | 10 FT | $65.00 | $66.08 | $70.00 |
| 644E00400 CHANNELIZING LINE, 8" | 513 FT | $1.35 | $1.35 | $1.35 |
| 644E00500 STOP LINE | 48 FT | $6.00 | $6.00 | $6.00 |
| 644E00600 CROSSWALK LINE | 109 FT | $3.00 | $3.00 | $3.00 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 115 FT | $4.00 |
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 →
| $436 |
| $400 |
| 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $8,700 | $17,858 | $17,750 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $6,000 | $10,000 | $6,500 | 2% |
| 644E00300 CENTER LINE | 0.84 MILE | $4,594 | $4,594 | $4,594 | 2% |
| 621E00100 RPM | 105 EACH | $34.00 | $34.00 | $35.75 | 1% |
| 407E10000 TACK COAT | 1,227 GAL | $2.50 | $2.50 | $4.00 | 1% |
| 644E00100 EDGE LINE, 4" | 1 MILE | $2,105 | $2,105 | $2,105 | 1% |
| 611E99660 MANHOLE RECONSTRUCTED TO GRADE | 1 EACH | $1,600 | $808 | $1,000 | 1% |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 1.68 MILE | $950 | $950 | $950 | 1% |
| 202E32500 CURB AND GUTTER REMOVED | 33 FT | $45.00 | $22.00 | $14.00 | 1% |
| 644E01300 LANE ARROW | 16 EACH | $75.00 | $75.00 | $75.00 | 0% |
| 614E22000 WORK ZONE EDGE LINE, CLASS I, 4" | 2 MILE | $545 | $545 | $545 | 0% |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $1,000 | $2,289 | $2,500 | 0% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $983 | $1,652 | $2,700 | 0% |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 105 EACH | $8.00 | $17.39 | $15.00 | 0% |
| 254E01600 PATCHING PLANED SURFACE | 413 SY | $2.00 | $2.53 | $3.00 | 0% |
| $4.00 |
| $4.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 8 HOUR | $60.00 | $71.58 | $60.00 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.84 MILE | $943 | $943 | $943 |
| 614E22350 WORK ZONE EDGE LINE, CLASS III, 4", 642 PAINT | 1 MILE | $542 | $542 | $542 |
| 614E23000 WORK ZONE CHANNELIZING LINE, CLASS I, 8" | 1,026 FT | $0.50 | $0.50 | $0.50 |
| 614E23680 WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PA | 513 FT | $0.50 | $0.50 | $0.50 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 48 FT | $2.00 | $2.00 | $2.00 |
| 614E27000 WORK ZONE CROSSWALK LINE, CLASS I | 109 FT | $1.00 | $1.00 | $1.00 |
| 614E27620 WORK ZONE CROSSWALK LINE, CLASS III, 642 PAINT | 55 FT | $1.00 | $1.00 | $1.00 |
| 614E30000 WORK ZONE ARROW, CLASS I | 32 EACH | $20.00 | $20.00 | $20.00 |
| 614E30650 WORK ZONE ARROW, CLASS III, 642 PAINT | 16 EACH | $20.00 | $20.00 | $20.00 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (663 CY | $132 | $88k | 34% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 474 CY | $152 | $72k | 28% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN (3 | 13,747 SY | $1.85 | $25k | 10% |
| 609E18001 COMBINATION CURB AND GUTTER, TYPE 3, AS PER PLAN | 128 FT | $162 | $21k | 8% |
| 253E02001 PAVEMENT REPAIR, AS PER PLAN | 19 CY | $475 | $9k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $8,700 | $9k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $6,000 | $6k | 2% |
| 644E00300 CENTER LINE | 0.84 MILE | $4,594 | $4k | 1% |
| 621E00100 RPM | 105 EACH | $34 | $4k | 1% |
| 407E10000 TACK COAT | 1,227 GAL | $2.5 | $3k | 1% |