ATH-SR 144-12.08
ATH County · est $0.9M
Bid dateThursday, May 23—
ATH County · est $0.9M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 35 more items below.
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Shelly & Sands INC | R3Alan Stone CO INC | % of bid |
|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.:W36x150 | 1,761 FT | $118 | $127 | $110 | 28% |
| 524E94903 DRILLED SHAFTS, 48" DIAMETER ABOVE BEDROCK, AS PER | 820 FT | $166 | $123 | $200 | 19% |
| 524E94905 DRILLED SHAFTS, 48" DIAMETER, INTO BEDROCK, AS PER | 482 FT | $168 | $163 | $320 | 11% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 2,433 SF | $23.25 | $28.00 | $25.00 | 8% |
| 524E94603 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PE | 803 FT | $59.00 | $70.00 | $60.00 | 6% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 248 CY | $111 | $170 | $80.00 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $26,000 |
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Shelly & Sands INC | R3Alan Stone CO INC |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,800 | $2,100 | $4,200 |
| 202E23000 PAVEMENT REMOVED | 249 SY | $15.00 | $23.00 | $50.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 30 FT | $135 | $17.00 | $10.00 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 1 EACH | $2,000 | $250 | $440 |
| 203E10000 EXCAVATION | 38 CY | $53.00 | $45.00 | $30.00 |
| 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 →
| $20,000 |
| $20,000 |
| 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $23,850 | $16,750 | $55,000 | 3% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 64 CY | $268 | $450 | $260 | 2% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 950 FT | $18.00 | $20.00 | $11.00 | 2% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 209 SY | $76.00 | $80.00 | $65.00 | 2% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 94 CY | $108 | $475 | $280 | 1% |
| 304E20000 AGGREGATE BASE | 100 CY | $102 | $92.00 | $95.00 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $10,000 | $5,484 | $7,500 | 1% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 23 CY | $380 | $450 | $571 | 1% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $1,950 | $2,350 | $2,800 | 1% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $7,700 | $15,000 | $33,000 | 1% |
| 203E20000 EMBANKMENT | 212 CY | $33.00 | $12.00 | $15.00 | 1% |
| 511E52110 CLASS QC MS CONCRETE | 1.22 CY | $5,300 | $750 | $920 | 1% |
| 611E07201 18" CONDUIT, TYPE A, AS PER PLAN, 706.02 | 36 FT | $160 | $325 | $300 | 1% |
| 413 SY |
| $3.00 |
| $5.00 |
| $6.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 237.5 FT | $22.00 | $30.00 | $30.00 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 175 FT | $28.00 | $34.00 | $35.00 |
| 606E26500 ANCHOR ASSEMBLY, TYPE T | 1 EACH | $1,100 | $1,250 | $1,000 |
| 630E87520 REMOVAL OF POLE MOUNTED SIGN AND REERECTION | 1 EACH | $300 | $350 | $420 |
| 659E10000 SEEDING AND MULCHING | 414 SY | $8.00 | $7.00 | $4.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.04 TON | $1,000 | $1,250 | $890 |
| 659E31000 LIME | 0.09 ACRE | $200 | $150 | $930 |
| 659E35000 WATER | 2.3 MGAL | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 | $1.00 | $1.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $4,000 | $150 | $500 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 279 FT | $7.00 | $7.00 | $7.50 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 9 FT | $5.00 | $30.00 | $55.00 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 2 CY | $900 | $250 | $570 |
| 602E20000 CONCRETE MASONRY | 0.33 CY | $11,500 | $4,200 | $1,900 |
| 605E31100 AGGREGATE DRAINS | 21 FT | $47.00 | $20.00 | $70.00 |
| 611E05700 15" CONDUIT, TYPE A | 5 FT | $317 | $325 | $230 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 1 EACH | $800 | $400 | $580 |
| 407E20000 NON-TRACKING TACK COAT | 82 GAL | $10.50 | $3.50 | $4.00 |
| 408E10000 PRIME COAT | 6 GAL | $91.00 | $120 | $5.00 |
| 617E10100 COMPACTED AGGREGATE | 6 CY | $335 | $200 | $270 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.22 MILE | $4,000 | $3,750 | $4,100 |
| 642E00300 CENTER LINE, TYPE 1 | 0.11 MILE | $7,400 | $6,950 | $7,700 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 22 EACH | $38.00 | $9.00 | $40.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 22 EACH | $40.00 | $12.00 | $40.00 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 0.42 MILE | $11,000 | $5,250 | $5,800 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 20 FT | $15.00 | $14.00 | $16.00 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $2,800 | $12,000 | $11,000 |
| 524E95000 DRILLED SHAFTS, MISC.:EXTENSION | 4 FT | $92.00 | $70.00 | $160 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $800 | $8,000 | $8,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.:W36x150 | 1,761 FT | $117.5 | $207k | 26% |
| 524E94903 DRILLED SHAFTS, 48" DIAMETER ABOVE BEDROCK, AS PER | 820 FT | $165.55 | $136k | 17% |
| 524E94905 DRILLED SHAFTS, 48" DIAMETER, INTO BEDROCK, AS PER | 482 FT | $168 | $81k | 10% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 2,433 SF | $23.25 | $57k | 7% |
| 524E94603 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PE | 803 FT | $59 | $47k | 6% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 248 CY | $111 | $28k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $26,000 | $26k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $23,850 | $24k | 3% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 64 CY | $267.75 | $17k | 2% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 950 FT | $18 | $17k | 2% |