ATH-SR 144-12.40
ATH County · est $0.4M
Bid dateThursday, February 1—
ATH County · est $0.4M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 23 more items below.
| Item | Quantity | R1Skeens Excavating INC | R2Shelly & Sands INC | R3Alan Stone CO INC | R4George J Igel & CO INC | R5Rock Forge Bridge Company, LLC | % of bid |
|---|---|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.:SOLDIER PILES W24X146 | 1,422 FT | $60.00 | $77.00 | $77.00 | $80.00 | $125 | 23% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 1,056 FT | $76.00 | $75.00 | $84.00 | $85.00 | $97.50 | 22% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $10,000 | $16,000 | $10,000 | $56,913 | 11% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 480 FT | $76.00 | $100 | $135 | $131 | $215 | 10% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 56 CY | $300 | $415 | $335 | $300 | $440 | 5% |
| 606E15050 |
| Item | Quantity | R1Skeens Excavating INC | R2Shelly & Sands INC | R3Alan Stone CO INC | R4George J Igel & CO INC | R5Rock Forge Bridge Company, LLC |
|---|---|---|---|---|---|---|
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 1 EACH | $200 | $170 | $210 | $200 | $1,490 |
| 202E98200 REMOVAL MISC.:CUTT OFF EXISTING PILE | 3 FT | $70.00 | $35.00 | $140 | $133 | $57.00 |
| 203E10000 EXCAVATION | 21 CY | $50.00 | $30.00 | $20.00 | $30.00 | $550 |
| 203E20000 EMBANKMENT | 20 CY | $50.00 |
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 →
| 837.5 FT |
| $20.00 |
| $15.00 |
| $16.00 |
| $15.00 |
| $16.00 |
| 5% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 211 SY | $60.00 | $83.00 | $125 | $51.00 | $125 | 3% |
| 622E41000 PORTABLE BARRIER, 32" | 400 FT | $30.00 | $23.00 | $21.00 | $21.50 | $34.00 | 3% |
| 610E50000 RETAINING WALL, MISC.:PRECAST CONRETE PANEL | 66 EACH | $150 | $275 | $224 | $250 | $205 | 3% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 23 CY | $400 | $300 | $500 | $725 | $1,400 | 3% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 50 CY | $150 | $120 | $140 | $125 | $130 | 2% |
| 832E30000 EROSION CONTROL | 6,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $6,000 | $2,950 | $3,500 | $4,000 | $5,440 | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $6,000 | $13,197 | $30,000 | $35,150 | $29,500 | 2% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $5,000 | $12,123 | $12,427 | $34,975 | $14,000 | 1% |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 181 FT | $25.00 | $5.00 | $8.00 | $6.00 | $7.70 | 1% |
| 642E00094 EDGE LINE, 6" | 0.22 MILE | $15,000 | $3,600 | $3,700 | $3,600 | $3,960 | 1% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,500 | $2,500 | $3,000 | $3,250 | $3,340 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $2,500 | $6,500 | $5,500 | $15,550 | $11,700 | 1% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $2,000 | $12,500 | $4,000 | $750 | $7,920 | 1% |
| $35.00 |
| $14.00 |
| $90.00 |
| $23.00 |
| 606E26100 ANCHOR ASSEMBLY, TYPE E | 1 EACH | $1,200 | $2,000 | $2,100 | $2,000 | $2,150 |
| 659E10000 SEEDING AND MULCHING | 232 SY | $0.50 | $10.00 | $1.50 | $7.00 | $7.80 |
| 659E20000 COMMERCIAL FERTILIZER | 0.02 TON | $400 | $750 | $2,700 | $650 | $7,630 |
| 659E31000 LIME | 0.05 ACRE | $400 | $200 | $700 | $150 | $5,780 |
| 659E35000 WATER | 1 MGAL | $10.00 | $1.00 | $1.00 | $1.00 | $425 |
| 611E04201 12" CONDUIT, TYPE A, AS PER PLAN | 2.5 FT | $50.00 | $150 | $500 | $350 | $540 |
| 611E07401 18" CONDUIT, TYPE B, AS PER PLAN | 3.5 FT | $50.00 | $150 | $300 | $350 | $400 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 1 EACH | $350 | $250 | $300 | $265 | $3,640 |
| 407E20000 NON-TRACKING TACK COAT | 94 GAL | $5.00 | $4.00 | $7.00 | $5.00 | $3.30 |
| 617E10100 COMPACTED AGGREGATE | 11 CY | $50.00 | $210 | $100 | $182 | $155 |
| 621E00100 RPM | 15 EACH | $8.00 | $185 | $170 | $60.00 | $245 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 15 EACH | $5.00 | $20.00 | $4.00 | $22.00 | $62.00 |
| 642E00290 CENTER LINE | 0.11 MILE | $15,000 | $7,200 | $7,500 | $7,200 | $7,920 |
| 614E12338 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) | 2 EACH | $500 | $2,100 | $2,100 | $2,000 | $2,310 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 8 EACH | $15.00 | $7.00 | $55.00 | $14.00 | $8.80 |
| 614E13360 OBJECT MARKER, TWO WAY | 8 EACH | $35.00 | $13.00 | $55.00 | $19.00 | $14.00 |
| 614E22000 WORK ZONE EDGE LINE, CLASS I, 4" | 0.1 MILE | $15,000 | $8,595 | $9,000 | $4,500 | $9,450 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 24 FT | $5.00 | $6.00 | $6.50 | $17.00 | $6.60 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 8.5 FT | $25.00 | $30.00 | $20.00 | $15.00 | $22.00 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.:SOLDIER PILES W24X146 | 1,422 FT | $60 | $85k | 23% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 1,056 FT | $76 | $80k | 21% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40k | 11% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 480 FT | $76 | $36k | 10% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 56 CY | $300 | $17k | 4% |
| 606E15050 GUARDRAIL, TYPE MGS | 837.5 FT | $20 | $17k | 4% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 211 SY | $60 | $13k | 3% |
| 622E41000 PORTABLE BARRIER, 32" | 400 FT | $30 | $12k | 3% |
| 610E50000 RETAINING WALL, MISC.:PRECAST CONRETE PANEL | 66 EACH | $150 | $10k | 3% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 23 CY | $400 | $9k | 2% |