Van-US 224-16.08
Van Wert County · est $2.3M
Bid dateThursday, October 12—
Van Wert County · est $2.3M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 4 more items below.
| Item | Quantity | R1Shelly Company | R2Gerken Paving INC | % of bid |
|---|---|---|---|---|
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 5,538 CY | $198 | $203 | 46% |
| 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (3308 CY | $198 | $190 | 28% |
| 617E10100 COMPACTED AGGREGATE | 1,257 CY | $66.00 | $87.00 | 4% |
| 253E02000 PAVEMENT REPAIR | 200 CY | $375 | $335 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $75,000 | $60,000 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $75,000 | $90,000 | 3% |
| 407E20000 NON-TRACKING TACK COAT | 22,561 GAL | $2.50 | $2.75 | 2% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 110 CY | $425 | $410 | 2% |
| 874E21000 LONGITUDINAL JOINT PREPARATION | 9.64 MILE | $3,800 | $8,900 | 2% |
| 621E00100 RPM | 638 EACH | $46.00 | $38.80 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $20,000 | $11,800 | 1% |
| 618E41000 RUMBLE STRIPES, EDGE LINE (ASPHALT CONCRETE) | 19.28 MILE | $1,010 | $1,010 | 1% |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 19.28 MILE | $1,000 | $1,000 | 1% |
| 642E00104 EDGE LINE, 6", TYPE 1 | 19.28 MILE | $850 | $850 | 1% |
| 202E23500 WEARING COURSE REMOVED | 3,670 SY | $4.15 | $8.50 | 1% |
| 875E10000 LONGITUDINAL JOINT ADHESIVE | 10,180 LB | $1.00 | $1.50 | 0% |
| 642E00300 CENTER LINE, TYPE 1 | 9.64 MILE | $1,000 | $1,000 | 0% |
| 614E21400 WORK ZONE CENTER LINE, CLASS II | 19.28 MILE | $500 | $500 | 0% |
| 304E20000 AGGREGATE BASE | 42 CY | $200 | $125 | 0% |
| 209E72050 PREPARING SUBGRADE FOR SHOULDER PAVING | 19.28 MILE | $375 | $300 | 0% |
| Item | Quantity | R1Shelly Company | R2Gerken Paving INC |
|---|---|---|---|
| 623E39500 MONUMENT ASSEMBLY ADJUSTED TO GRADE | 4 EACH | $150 | $800 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 9.64 MILE | $710 | $710 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 638 EACH | $10.00 | $8.00 |
| 614E12460 WORK ZONE MARKING SIGN | 37 EACH | $95.00 | $95.00 |
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 →
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 5,538 CY | $198 | $1.10M | 46% |
| 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (3308 CY | $198 | $655k | 28% |
| 617E10100 COMPACTED AGGREGATE | 1,257 CY | $66 | $83k | 3% |
| 253E02000 PAVEMENT REPAIR | 200 CY | $375 | $75k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $75,000 | $75k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $75,000 | $75k | 3% |
| 407E20000 NON-TRACKING TACK COAT | 22,561 GAL | $2.5 | $56k | 2% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 110 CY | $425 | $47k | 2% |
| 874E21000 LONGITUDINAL JOINT PREPARATION | 9.64 MILE | $3,800 | $37k | 2% |
| 621E00100 RPM | 638 EACH | $46 | $29k | 1% |