Han-SR 37-06.47
Hancock County · est $2.7M
Bid dateThursday, October 23—
Hancock County · est $2.7M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 16 more items below.
| Item | Quantity | R1Shelly Company | R2Bluffton Paving INC | R3M & B Asphalt CO INC | R4Kokosing Construction Company INC | % of bid |
|---|---|---|---|---|---|---|
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 7,338 CY | $200 | $211 | $195 | $200 | 60% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.25" DEPTH | 211,391 SY | $1.40 | $1.36 | $1.40 | $1.15 | 12% |
| 253E02000 PAVEMENT REPAIR | 650 CY | $240 | $295 | $300 | $300 | 6% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 1,751 CY | $67.00 | $53.60 | $75.00 | $30.00 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $70,000 | $30,000 | $100,000 | $130,000 | 3% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 197 CY | $325 | $326 | $415 | $380 |
| Item | Quantity | R1Shelly Company | R2Bluffton Paving INC | R3M & B Asphalt CO INC | R4Kokosing Construction Company INC |
|---|---|---|---|---|---|
| 202E30000 WALK REMOVED | 730 SF | $6.00 | $17.00 | $6.00 | $6.00 |
| 202E32500 CURB AND GUTTER REMOVED | 85 FT | $13.50 | $20.00 | $13.50 | $13.50 |
| 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 | 10 FT | $80.00 | $75.00 | $80.00 | $80.00 |
| 659E00300 TOPSOIL | 1 CY | $150 | $1,000 | $200 | $150 |
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 →
| 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $60,000 | $74,800 | $80,000 | $207,775 | 2% |
| 407E20000 NON-TRACKING TACK COAT | 18,451 GAL | $2.25 | $2.20 | $2.60 | $3.00 | 2% |
| 621E00100 RPM | 824 EACH | $38.75 | $37.75 | $40.00 | $35.00 | 1% |
| 202E23500 WEARING COURSE REMOVED | 5,690 SY | $4.50 | $4.00 | $5.00 | $5.50 | 1% |
| 642E00104 EDGE LINE, 6", TYPE 1 | 26.08 MILE | $850 | $800 | $850 | $800 | 1% |
| 254E01600 PATCHING PLANED SURFACE | 4,228 SY | $5.00 | $5.00 | $7.00 | $1.25 | 1% |
| 608E52000 CURB RAMP | 984 SF | $18.00 | $30.00 | $18.00 | $18.00 | 1% |
| 614E21400 WORK ZONE CENTER LINE, CLASS II | 27.04 MILE | $500 | $500 | $400 | $50.00 | 1% |
| 304E20000 AGGREGATE BASE | 64 CY | $200 | $25.00 | $100 | $30.00 | 1% |
| 642E00300 CENTER LINE, TYPE 1 | 13.52 MILE | $850 | $950 | $850 | $950 | 0% |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 13.52 MILE | $850 | $950 | $850 | $950 | 0% |
| 618E41000 RUMBLE STRIPES, EDGE LINE (ASPHALT CONCRETE) | 11.92 MILE | $895 | $750 | $1,200 | $885 | 0% |
| 614E12460 WORK ZONE MARKING SIGN | 90 EACH | $85.00 | $90.00 | $85.00 | $105 | 0% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $6,000 | $20,000 | $20,000 | $10,400 | 0% |
| 659E10000 SEEDING AND MULCHING | 22 SY | $10.00 | $50.00 | $12.00 | $10.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.1 TON | $1,500 | $1,500 | $1,500 | $1,500 |
| 659E35000 WATER | 0.12 MGAL | $50.00 | $100 | $50.00 | $50.00 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 875E10000 LONGITUDINAL JOINT ADHESIVE | 1,130 LB | $0.65 | $3.25 | $0.50 | $0.70 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 824 EACH | $6.00 | $5.50 | $4.00 | $2.00 |
| 644E00500 STOP LINE | 183 FT | $8.00 | $8.00 | $8.00 | $8.00 |
| 644E00620 CROSSWALK LINE, 12" | 182 FT | $4.00 | $4.00 | $4.00 | $4.00 |
| 644E00630 CROSSWALK LINE, 24" | 126 FT | $8.00 | $8.00 | $8.00 | $8.00 |
| 644E01110 SCHOOL SYMBOL MARKING, 96" | 2 EACH | $250 | $700 | $250 | $700 |
| 644E01200 PARKING LOT STALL MARKING | 896 FT | $1.50 | $3.00 | $1.50 | $3.00 |
| 644E01510 DOTTED LINE, 6" | 100 FT | $1.00 | $3.00 | $1.00 | $3.00 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 7,338 CY | $200 | $1.47M | 59% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.25" DEPTH | 211,391 SY | $1.4 | $296k | 12% |
| 253E02000 PAVEMENT REPAIR | 650 CY | $240 | $156k | 6% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 1,751 CY | $67 | $117k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $70,000 | $70k | 3% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 197 CY | $325 | $64k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $60,000 | $60k | 2% |
| 407E20000 NON-TRACKING TACK COAT | 18,451 GAL | $2.25 | $42k | 2% |
| 621E00100 RPM | 824 EACH | $38.75 | $32k | 1% |
| 202E23500 WEARING COURSE REMOVED | 5,690 SY | $4.5 | $26k | 1% |