Was-SR 339-08.57
Washington County · est $1.5M
Bid dateThursday, September 25—
Washington County · est $1.5M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 10 more items below.
| Item | Quantity | R1Shelly & Sands INC | % of bid |
|---|---|---|---|
| 424E14000 FINE GRADED POLYMER ASPHALT CONCRETE, TYPE B | 448 (2325 CY | $245 | 39% |
| 203E10000 EXCAVATION | 1,459 CY | $100 | 10% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $120,000 | 8% |
| 304E20000 AGGREGATE BASE | 778 CY | $140 | 7% |
| 897E01010 PAVEMENT PLANING, ASPHALT CONCRETE, CLASS A, D = 0 | 83,381 SY | $1.20 | 7% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 362 CY | $250 | 6% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 274 CY | $250 | 5% |
| 253E02000 PAVEMENT REPAIR | 145 CY | $450 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $35,000 | 2% |
| 407E20000 NON-TRACKING TACK COAT | 7,080 GAL | $4.00 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" | 2,554 SY | $8.00 | 1% |
| 621E00100 RPM | 448 EACH | $42.00 | 1% |
| 605E31100 AGGREGATE DRAINS | 720 FT | $25.00 | 1% |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 9.94 MILE | $1,500 | 1% |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 3,240 FT | $3.50 | 1% |
| 874E21001 LONGITUDINAL JOINT PREPARATION, AS PER PLAN | 4.97 MILE | $2,000 | 1% |
| 642E00104 EDGE LINE, 6", TYPE 1 | 9.94 MILE | $875 | 1% |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $7,998 | 1% |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 4.97 MILE | $1,500 | 1% |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 2 EACH | $3,500 | 0% |
| Item | Quantity | R1Shelly & Sands INC |
|---|---|---|
| 204E10000 SUBGRADE COMPACTION | 2,500 SY | $0.50 |
| 204E50000 GEOTEXTILE FABRIC | 2,500 SY | $1.50 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 1 EACH | $1,000 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 448 EACH | $3.50 |
| 642E00300 CENTER LINE, TYPE 1 | 4.97 MILE | $1,250 |
| 644E00500 STOP LINE | 136 FT | $15.00 |
| 614E12460 WORK ZONE MARKING SIGN | 40 EACH | $95.00 |
| 614E21500 WORK ZONE CENTER LINE, CLASS II, 642 PAINT | 9.94 MILE | $325 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 32 FT |
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 →
| $8.50 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $4,700 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 424E14000 FINE GRADED POLYMER ASPHALT CONCRETE, TYPE B | 448 (2325 CY | $245 | $570k | 38% |
| 203E10000 EXCAVATION | 1,459 CY | $100 | $146k | 10% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $120,000 | $120k | 8% |
| 304E20000 AGGREGATE BASE | 778 CY | $140 | $109k | 7% |
| 897E01010 PAVEMENT PLANING, ASPHALT CONCRETE, CLASS A, D = 0 | 83,381 SY | $1.2 | $100k | 7% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 362 CY | $250 | $91k | 6% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 274 CY | $250 | $69k | 5% |
| 253E02000 PAVEMENT REPAIR | 145 CY | $450 | $65k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $35,000 | $35k | 2% |
| 407E20000 NON-TRACKING TACK COAT | 7,080 GAL | $4 | $28k | 2% |