Was-SR 260-09.00
Washington County · est $0.5M
Bid dateThursday, November 29—
Washington County · est $0.5M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 33 more items below.
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Shelly & Sands INC | R3Alan Stone CO INC | % of bid |
|---|---|---|---|---|---|
| 524E94605 DRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER | 613 FT | $87.50 | $95.00 | $102 | 14% |
| 530E00400 SPECIAL - STRUCTURES: PRECAST CONCRETE LAGGING NO. | 199 EACH | $266 | $275 | $222 | 14% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 475 FT | $87.00 | $112 | $95.00 | 11% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $36,500 | $20,267 | $45,000 | 10% |
| 507E00400 STEEL PILES, MISC.: SOLDIER PILES, HP14x89 | 1,542 FT | $21.00 | $53.00 | $53.00 | 8% |
| 524E94603 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PE | 482 FT | $62.50 | $74.50 | $72.00 | 8% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG |
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Shelly & Sands INC | R3Alan Stone CO INC |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $3,000 | $6,500 | $20,000 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 8 FT | $76.00 | $30.00 | $58.00 |
| 202E38000 GUARDRAIL REMOVED | 287.5 FT | $5.00 | $2.50 | $3.00 |
| 202E70000 SPECIAL - FILL AND PLUG EXISTING CONDUIT | 35 FT | $52.00 | $23.00 | $60.00 |
| 203E10000 EXCAVATION | 15 CY | $29.00 | $15.00 | $27.00 |
| 204E10000 SUBGRADE COMPACTION |
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 →
| 77 CY |
| $250 |
| $370 |
| $389 |
| 5% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 116 CY | $165 | $120 | $188 | 5% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 39 CY | $330 | $320 | $336 | 3% |
| 203E20000 EMBANKMENT | 329 CY | $38.00 | $12.00 | $23.00 | 3% |
| 606E15050 GUARDRAIL, TYPE MGS | 287.5 FT | $38.00 | $25.50 | $25.00 | 3% |
| 622E41000 PORTABLE BARRIER, 32" | 460 FT | $22.00 | $22.00 | $20.00 | 3% |
| 304E20000 AGGREGATE BASE | 41 CY | $200 | $105 | $112 | 2% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 80 SY | $100 | $80.00 | $200 | 2% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 16 CY | $490 | $350 | $700 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $6,200 | $3,617 | $4,000 | 2% |
| 202E23010 PAVEMENT REMOVED, ASPHALT | 207 SY | $27.00 | $17.50 | $16.00 | 1% |
| 614E12338 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) | 2 EACH | $2,500 | $2,200 | $2,462 | 1% |
| 624E10000 MOBILIZATION | 1 LS | $4,800 | $10,000 | $70,000 | 1% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $4,200 | $12,000 | $4,568 | 1% |
| 245 SY |
| $3.00 |
| $5.00 |
| $2.50 |
| 601E34400 ROCK CHANNEL PROTECTION, WITH GROUT, TYPE B WITH A | 3 CY | $148 | $425 | $824 |
| 659E10000 SEEDING AND MULCHING | 500 SY | $7.00 | $4.25 | $3.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.05 TON | $530 | $700 | $2,772 |
| 659E31000 LIME | 0.11 ACRE | $375 | $125 | $764 |
| 659E35000 WATER | 3 MGAL | $1.00 | $1.00 | $21.00 |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 | $1.00 | $1.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $2,800 | $1,000 | $229 |
| 602E20000 CONCRETE MASONRY | 0.33 CY | $2,000 | $2,250 | $2,683 |
| 611E07200 18" CONDUIT, TYPE A | 40 FT | $89.00 | $135 | $229 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 1 EACH | $173 | $250 | $349 |
| 613E41300 LOW STRENGTH MORTAR BACKFILL (TYPE 2) | 21 CY | $128 | $105 | $126 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3" | 314 SY | $12.00 | $23.00 | $40.00 |
| 407E20000 NON-TRACKING TACK COAT | 174 GAL | $7.00 | $4.00 | $4.50 |
| 408E10000 PRIME COAT | 85 GAL | $11.00 | $4.00 | $21.00 |
| 617E10100 COMPACTED AGGREGATE | 9 CY | $125 | $115 | $239 |
| 614E13360 OBJECT MARKER, TWO WAY | 6 EACH | $25.00 | $15.00 | $53.00 |
| 621E00100 RPM | 15 EACH | $266 | $350 | $208 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 15 EACH | $14.00 | $12.00 | $20.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BI-DIRECTIONAL | 6 EACH | $38.00 | $8.50 | $8.00 |
| 642E00094 EDGE LINE, 6" | 0.23 MILE | $7,000 | $3,400 | $3,569 |
| 642E00290 CENTER LINE | 0.12 MILE | $10,000 | $6,000 | $6,298 |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $2,800 | $15,000 | $5,248 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 247 FT | $9.00 | $5.00 | $10.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 7 FT | $22.00 | $35.00 | $79.00 |
| 524E95000 DRILLED SHAFTS, MISC.: EXTENSION | 11 FT | $123 | $225 | $80.00 |
| 530E00400 SPECIAL - STRUCTURES: PRECAST CONCRETE LAGGING NO. | 1 EACH | $1,000 | $1,100 | $1,367 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $800 | $6,500 | $5,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 524E94605 DRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER | 613 FT | $87.5 | $54k | 12% |
| 530E00400 SPECIAL - STRUCTURES: PRECAST CONCRETE LAGGING NO. | 199 EACH | $266 | $53k | 12% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 475 FT | $87 | $41k | 10% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $36,500 | $37k | 9% |
| 507E00400 STEEL PILES, MISC.: SOLDIER PILES, HP14x89 | 1,542 FT | $21 | $32k | 8% |
| 524E94603 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PE | 482 FT | $62.5 | $30k | 7% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 77 CY | $250 | $19k | 4% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 116 CY | $165 | $19k | 4% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 39 CY | $330 | $13k | 3% |
| 203E20000 EMBANKMENT | 329 CY | $38 | $13k | 3% |