Was-SR 26-25.10
Washington County · est $0.3M
Bid dateThursday, May 13—
Washington County · est $0.3M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 5.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 9 more items below.
| Item | Quantity | R1Wolf Creek Contracting Company LLC | R2Buds INC | R3Ohio-west Virginia Excavating CO | R4J & J Bridge Company INC | R5Shelly & Sands INC | R6Tucson INC | R7R C Construction Company And Son | % of bid |
|---|---|---|---|---|---|---|---|---|---|
| 601E27001 DUMPED ROCK FILL, TYPE C, AS PER PLAN | 1,691 CY | $48.18 | $87.00 | $79.00 | $83.00 | $76.50 | $71.00 | $85.00 | 30% |
| 203E10000 EXCAVATION | 1,744 CY | $18.39 | $13.00 | $23.25 | $15.00 | $26.00 | $26.00 | $25.00 | 12% |
| 441E50000 |
| Item | Quantity | R1Wolf Creek Contracting Company LLC | R2Buds INC | R3Ohio-west Virginia Excavating CO | R4J & J Bridge Company INC | R5Shelly & Sands INC | R6Tucson INC | R7R C Construction Company And Son |
|---|---|---|---|---|---|---|---|---|
| 659E20000 COMMERCIAL FERTILIZER | 0.08 TON | $588 | $600 | $655 | $2,500 | $610 | $1,575 | $1,200 |
| 659E31000 LIME | 0.12 ACRE | $235 | $300 | $90.00 | $2,000 | $80.00 | $820 | $800 |
| 659E35000 WATER | 2 MGAL |
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 →
| 55 CY |
| $518 |
| $440 |
| $300 |
| $400 |
| $440 |
| $476 |
| $595 |
| 11% |
| 624E10000 MOBILIZATION | 1 LS | $18,877 | $5,000 | $7,500 | $9,000 | $10,000 | $10,000 | $15,000 | 7% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 31 CY | $588 | $500 | $380 | $460 | $500 | $541 | $275 | 7% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 83 SY | $188 | $120 | $105 | $100 | $185 | $150 | $150 | 6% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $15,118 | $10,000 | $15,500 | $15,000 | $17,500 | $22,500 | $40,000 | 6% |
| 203E35121 GRANULAR MATERIAL, TYPE C, AS PER PLAN-703.16 | 214 CY | $68.67 | $84.50 | $99.50 | $99.00 | $88.00 | $78.00 | $85.00 | 5% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 260 FT | $38.82 | $20.00 | $35.00 | $35.00 | $33.00 | $33.00 | $55.00 | 4% |
| 606E60012 IMPACT ATTENUATOR, TYPE 1 (BIDIRECTIONAL) | 2 EACH | $2,412 | $2,100 | $3,000 | $2,500 | $2,500 | $2,500 | $2,500 | 2% |
| 203E20000 EMBANKMENT | 74 CY | $63.43 | $25.00 | $28.25 | $31.00 | $16.00 | $39.00 | $25.00 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $3,765 | $8,000 | $1,350 | $500 | $12,000 | $4,400 | $15,000 | 1% |
| 659E10000 SEEDING AND MULCHING | 567 SY | $5.88 | $2.50 | $4.50 | $2.00 | $4.50 | $4.00 | $5.00 | 1% |
| 202E98100 REMOVAL MISC.: PILE EXTRACTION | 8 EACH | $398 | $300 | $200 | $200 | $190 | $365 | $1,200 | 1% |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 1% |
| 621E00100 RPM | 10 EACH | $294 | $260 | $280 | $250 | $250 | $260 | $550 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $2,669 | $5,000 | $6,000 | $15,000 | $2,000 | $6,000 | $18,500 | 1% |
| 304E20000 AGGREGATE BASE | 35 CY | $60.98 | $115 | $135 | $125 | $125 | $100 | $85.00 | 1% |
| 601E28000 DUMPED ROCK FILL, TYPE D | 305 CY | $6.27 | $90.00 | $78.00 | $90.00 | $68.75 | $68.00 | $85.00 | 1% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $1,320 | $2,000 | $4,500 | $5,000 | $5,500 | $6,000 | $3,500 | 0% |
| $1.18 |
| $1.00 |
| $1.00 |
| $10.00 |
| $1.00 |
| $15.00 |
| $1.00 |
| 611E07201 18" CONDUIT, TYPE A, AS PER PLAN-706.02 | 12 FT | $109 | $850 | $560 | $250 | $345 | $1,215 | $525 |
| 407E10000 TACK COAT | 90 GAL | $4.71 | $2.00 | $10.00 | $3.00 | $4.00 | $4.35 | $10.00 |
| 617E10100 COMPACTED AGGREGATE | 4 CY | $41.09 | $125 | $225 | $250 | $290 | $123 | $95.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 13 EACH | $13.21 | $5.00 | $25.00 | $10.00 | $18.00 | $11.00 | $50.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.18 MILE | $5,000 | $4,500 | $4,250 | $4,500 | $4,250 | $4,600 | $12,500 |
| 642E00300 CENTER LINE, TYPE 1 | 0.09 MILE | $9,235 | $4,500 | $7,850 | $9,000 | $7,850 | $8,500 | $12,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 601E27001 DUMPED ROCK FILL, TYPE C, AS PER PLAN | 1,691 CY | $48.18 | $81k | 30% |
| 203E10000 EXCAVATION | 1,744 CY | $18.39 | $32k | 12% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 55 CY | $517.65 | $28k | 10% |
| 624E10000 MOBILIZATION | 1 LS | $18,877 | $19k | 7% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 31 CY | $588.24 | $18k | 7% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 83 SY | $188.24 | $16k | 6% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $15,118 | $15k | 6% |
| 203E35121 GRANULAR MATERIAL, TYPE C, AS PER PLAN-703.16 | 214 CY | $68.67 | $15k | 5% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 260 FT | $38.82 | $10k | 4% |
| 606E60012 IMPACT ATTENUATOR, TYPE 1 (BIDIRECTIONAL) | 2 EACH | $2,412 | $5k | 2% |