Fai-/Lic-SR 37-00.00/25.08
Fairfield County · est $3.2M
Bid dateThursday, December 1—
Fairfield County · est $3.2M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 7.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 19 more items below.
| Item | Quantity | R1Shelly Company | R2Kokosing Construction Company INC | % of bid |
|---|---|---|---|---|
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 9,244 CY | $193 | $209 | 54% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.50" | 233,915 SY | $1.65 | $1.40 | 12% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $193,000 | $214,391 | 6% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 1,713 CY | $92.50 | $40.00 | 5% |
| 253E02000 PAVEMENT REPAIR | 500 CY | $290 | $280 | 4% |
| 644E00104 EDGE LINE, 6" | 26.62 MILE | $3,730 | $3,730 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $98,000 | $100,000 | 3% |
| 408E10001 PRIME COAT, AS PER PLAN | 15,330 GAL |
| Item | Quantity | R1Shelly Company | R2Kokosing Construction Company INC |
|---|---|---|---|
| 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINT | 64 FT | $23.50 | $23.50 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN | 124 FT | $23.50 | $23.50 |
| 618E41000 RUMBLE STRIPES, EDGE LINE (ASPHALT CONCRETE) | 5.08 MILE | $1,235 | $735 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 1,083 EACH | $4.50 | $2.00 |
| 644E00400 CHANNELIZING LINE, 8" | 1,738 FT | $1.60 | $1.60 |
| 644E00500 STOP LINE | 747 FT | $6.30 | $6.30 |
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 →
| $4.50 |
| $4.50 |
| 2% |
| 407E20000 NON-TRACKING TACK COAT | 19,184 GAL | $3.50 | $2.85 | 2% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 250 CY | $230 | $456 | 2% |
| 644E00300 CENTER LINE | 14.11 MILE | $3,199 | $3,199 | 1% |
| 874E21000 LONGITUDINAL JOINT PREPARATION | 11.76 MILE | $3,500 | $2,150 | 1% |
| 621E00100 RPM | 1,083 EACH | $33.00 | $33.00 | 1% |
| 202E23500 WEARING COURSE REMOVED | 7,036 SY | $4.75 | $7.70 | 1% |
| 209E60500 LINEAR GRADING | 27.28 MILE | $1,175 | $1,400 | 1% |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 13.24 MILE | $1,120 | $1,150 | 0% |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 534 SY | $20.50 | $25.00 | 0% |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 12.23 MILE | $735 | $735 | 0% |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 1,445 FT | $6.15 | $6.15 | 0% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $7,500 | $14,000 | 0% |
| 644E01000 RAILROAD SYMBOL MARKING |
| 2 EACH |
| $725 |
| $725 |
| 644E01300 LANE ARROW | 15 EACH | $91.00 | $91.00 |
| 644E01410 WORD ON PAVEMENT, 96" | 9 EACH | $125 | $125 |
| 646E10010 EDGE LINE, 6" | 0.05 MILE | $19,000 | $19,000 |
| 646E10200 CENTER LINE | 0.06 MILE | $27,900 | $27,900 |
| 646E50300 REMOVAL OF PAVEMENT MARKING | 0.11 MILE | $12,400 | $12,400 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 24 HOUR | $75.00 | $125 |
| 614E12460 WORK ZONE MARKING SIGN | 88 EACH | $85.00 | $85.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 8 CY | $265 | $350 |
| 614E23680 WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PA | 1,735 FT | $1.30 | $0.90 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 146 FT | $9.50 | $8.00 |
| 100E00300 PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY | 1 LS | $3,500 | $5,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $5,000 | $4,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 9,244 CY | $193 | $1.78M | 53% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.50" | 233,915 SY | $1.65 | $386k | 12% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $193,000 | $193k | 6% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 1,713 CY | $92.5 | $158k | 5% |
| 253E02000 PAVEMENT REPAIR | 500 CY | $290 | $145k | 4% |
| 644E00104 EDGE LINE, 6" | 26.62 MILE | $3,730 | $99k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $98,000 | $98k | 3% |
| 408E10001 PRIME COAT, AS PER PLAN | 15,330 GAL | $4.5 | $69k | 2% |
| 407E20000 NON-TRACKING TACK COAT | 19,184 GAL | $3.5 | $67k | 2% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 250 CY | $230 | $58k | 2% |