PUT-US 224/SR 114-00.00/02.86
PUT County · est $2.2M
Bid dateThursday, October 25—
PUT County · est $2.2M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 6.0%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 22 more items below.
| Item | Quantity | R1Shelly Company | R2Bluffton Paving INC | % of bid |
|---|---|---|---|---|
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 6,978 CY | $154 | $154 | 50% |
| 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (2384 CY | $155 | $149 | 17% |
| 253E02000 PAVEMENT REPAIR | 650 CY | $240 | $258 | 7% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 673 CY | $184 | $201 | 6% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 1,459 CY | $55.00 | $46.50 | 4% |
| 407E20000 NON-TRACKING TACK COAT | 27,448 GAL | $2.25 | $1.50 | 3% |
| 202E23500 WEARING COURSE REMOVED | 3,553 SY | $13.25 | $13.25 | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS |
| Item | Quantity | R1Shelly Company | R2Bluffton Paving INC |
|---|---|---|---|
| 202E30000 WALK REMOVED | 265 SF | $9.50 | $20.00 |
| 202E32000 CURB REMOVED | 4 FT | $25.00 | $50.00 |
| 209E72051 PREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLA | 22.4 MILE | $250 | $1,000 |
| 608E10000 4" CONCRETE WALK | 295 SF | $12.00 | $10.00 |
| 608E53020 DETECTABLE WARNING | 40 SF | $35.00 | $40.00 |
| 659E00300 TOPSOIL | 4 CY | $80.00 | $175 |
| 659E10000 SEEDING AND MULCHING | 30 SY | $4.00 | $30.00 |
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 →
| $40,000 |
| $60,000 |
| 2% |
| 624E10000 MOBILIZATION | 1 LS | $35,000 | $40,000 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" THICKNESS | 16,122 SY | $2.05 | $2.05 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.25" THICKNES | 16,239 SY | $1.70 | $1.70 | 1% |
| 621E00100 RPM | 800 EACH | $23.15 | $20.85 | 1% |
| 614E21400 WORK ZONE CENTER LINE, CLASS II | 24.5 MILE | $700 | $700 | 1% |
| 642E00094 EDGE LINE, 6" | 23.65 MILE | $700 | $700 | 1% |
| 875E10000 LONGITUDINAL JOINT ADHESIVE | 13,017 LB | $0.80 | $0.75 | 0% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $10,000 | $20,000 | 0% |
| 642E00290 CENTER LINE | 12.41 MILE | $800 | $800 | 0% |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 12.25 MILE | $800 | $200 | 0% |
| 304E20000 AGGREGATE BASE | 80 CY | $115 | $10.00 | 0% |
| 614E12460 WORK ZONE MARKING SIGN | 86 EACH | $80.00 | $80.00 | 0% |
| 659E20000 COMMERCIAL FERTILIZER | 0.15 TON | $500 | $1,250 |
| 659E35000 WATER | 4 MGAL | $25.00 | $10.00 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3.5" THICKNESS | 1,120 SY | $4.00 | $4.00 |
| 254E01010 PAVEMENT PLANING, PORTLAND CEMENT CONCRETE, VARIAB | 68 SY | $5.00 | $5.00 |
| 254E01600 PATCHING PLANED SURFACE | 670 SY | $8.00 | $5.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 800 EACH | $5.00 | $11.00 |
| 644E00400 CHANNELIZING LINE, 8" | 585 FT | $1.50 | $1.50 |
| 644E00500 STOP LINE | 211 FT | $8.00 | $8.00 |
| 644E00600 CROSSWALK LINE | 954 FT | $2.00 | $2.00 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 466 FT | $8.00 | $8.00 |
| 644E00900 ISLAND MARKING | 75 SF | $3.00 | $3.00 |
| 644E01110 SCHOOL SYMBOL MARKING, 96" | 2 EACH | $600 | $600 |
| 644E01200 PARKING LOT STALL MARKING | 555 FT | $3.00 | $3.00 |
| 644E01300 LANE ARROW | 4 EACH | $85.00 | $85.00 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 6,978 CY | $154.25 | $1.08M | 49% |
| 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (2384 CY | $155 | $370k | 17% |
| 253E02000 PAVEMENT REPAIR | 650 CY | $240 | $156k | 7% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 673 CY | $184 | $124k | 6% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 1,459 CY | $55 | $80k | 4% |
| 407E20000 NON-TRACKING TACK COAT | 27,448 GAL | $2.25 | $62k | 3% |
| 202E23500 WEARING COURSE REMOVED | 3,553 SY | $13.25 | $47k | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $40,000 | $40k | 2% |
| 624E10000 MOBILIZATION | 1 LS | $35,000 | $35k | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" THICKNESS | 16,122 SY | $2.05 | $33k | 2% |