DAR-SR 118/SR 705-01.85/00.00
DAR County · est $2.4M
Bid dateThursday, December 19—
DAR County · est $2.4M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 6 more items below.
| Item | Quantity | R1Walls Bros Asphalt CO INC | R2Shelly Company | % of bid |
|---|---|---|---|---|
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 7,258 CY | $220 | $237 | 67% |
| 251E01041 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 4,000 SY | $44.20 | $55.00 | 7% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1 1/2" Depth | 98,543 SY | $1.35 | $1.22 | 6% |
| 897E01010 PAVEMENT PLANING, ASPHALT CONCRETE, CLASS A, 1" De | 70,709 SY | $1.55 | $0.95 | 5% |
| 617E10100 COMPACTED AGGREGATE | 692 CY | $103 | $100 | 3% |
| 407E20000 NON-TRACKING TACK COAT | 14,689 GAL | $4.05 | $3.00 | 2% |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 21.26 MILE | $1,497 | $1,100 | 1% |
| 874E21000 LONGITUDINAL JOINT PREPARATION | 5.76 MILE | $5,095 | $5,000 | 1% |
| 621E00100 RPM | 719 EACH | $35.85 | $35.00 | 1% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $25,000 | $100,000 | 1% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $50,000 | 1% |
| 642E00104 EDGE LINE, 6", TYPE 1 | 21.26 MILE | $902 | $900 | 1% |
| 209E72050 PREPARING SUBGRADE FOR SHOULDER PAVING | 21.16 MILE | $818 | $500 | 1% |
| 618E41000 RUMBLE STRIPES, EDGE LINE (ASPHALT CONCRETE) | 10.76 MILE | $1,324 | $995 | 1% |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 719 EACH | $15.05 | $6.00 | 0% |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 5.38 MILE | $1,974 | $1,295 | 0% |
| 897E01010 PAVEMENT PLANING, ASPHALT CONCRETE, CLASS A, Varia | 3,151 SY | $3.10 | $0.95 | 0% |
| 642E00300 CENTER LINE, TYPE 1 | 10.63 MILE | $709 | $1,200 | 0% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $6,787 | $10,500 | 0% |
| 614E12460 WORK ZONE MARKING SIGN | 70 EACH | $92.30 | $110 | 0% |
| Item | Quantity | R1Walls Bros Asphalt CO INC | R2Shelly Company |
|---|---|---|---|
| 254E01601 PATCHING PLANED SURFACE, AS PER PLAN | 200 SY | $14.70 | $27.50 |
| 897E01010 PAVEMENT PLANING, ASPHALT CONCRETE, CLASS A, 1 1/2 | 383 SY | $3.20 | $0.95 |
| 897E02001 PATCHING PLANED SURFACE, AS PER PLAN | 150 SY | $14.70 | $27.50 |
| 644E00500 STOP LINE | 21 FT | $57.95 | $30.00 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 42 FT | $6.00 | $3.00 |
| 516E31001 JOINT SEALER, AS PER PLAN | 73 FT | $30.90 | $38.00 |
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 | % |
|---|---|---|---|---|
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 7,258 CY | $219.8 | $1.60M | 67% |
| 251E01041 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 4,000 SY | $44.2 | $177k | 7% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1 1/2" Depth | 98,543 SY | $1.35 | $133k | 6% |
| 897E01010 PAVEMENT PLANING, ASPHALT CONCRETE, CLASS A, 1" De | 70,709 SY | $1.55 | $110k | 5% |
| 617E10100 COMPACTED AGGREGATE | 692 CY | $102.8 | $71k | 3% |
| 407E20000 NON-TRACKING TACK COAT | 14,689 GAL | $4.05 | $59k | 2% |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 21.26 MILE | $1,497 | $32k | 1% |
| 874E21000 LONGITUDINAL JOINT PREPARATION | 5.76 MILE | $5,095 | $29k | 1% |
| 621E00100 RPM | 719 EACH | $35.85 | $26k | 1% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $25,000 | $25k | 1% |