Ath-SR 690-04.21
Athens County · est $0.8M
Bid dateThursday, May 23—
Athens County · est $0.8M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 23 more items below.
| Item | Quantity | R1Alan Stone CO INC | R2Ohio-west Virginia Excavating CO | R3Shelly & Sands INC | R4George J Igel & CO INC | R5Craig Edward Susany INC | % of bid |
|---|---|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.:W24x146 | 1,609 FT | $105 | $111 | $110 | $119 | $146 | 28% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 1,623 FT | $77.00 | $79.00 | $84.00 | $106 | $180 | 20% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 220 CY | $265 | $282 | $350 | $340 | $400 | 10% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 450 FT | $102 | $133 | $97.00 | $164 | $180 | 8% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 1,628 SF | $25.00 | $24.00 | $28.00 | $23.00 | $25.00 | 7% |
| 304E20000 AGGREGATE BASE |
| Item | Quantity | R1Alan Stone CO INC | R2Ohio-west Virginia Excavating CO | R3Shelly & Sands INC | R4George J Igel & CO INC | R5Craig Edward Susany INC |
|---|---|---|---|---|---|---|
| 203E10000 EXCAVATION | 108 CY | $30.00 | $50.00 | $40.00 | $32.00 | $100 |
| 204E10000 SUBGRADE COMPACTION | 633 SY | $4.00 | $5.00 | $7.00 | $5.00 | $4.00 |
| 606E26100 ANCHOR ASSEMBLY, TYPE E | 1 EACH | $2,250 | $2,500 | $2,750 | $2,250 | $2,300 |
| 606E26500 ANCHOR ASSEMBLY, TYPE T | 1 EACH |
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 →
| 295 CY |
| $100 |
| $110 |
| $95.00 |
| $90.00 |
| $150 |
| 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $27,200 | $21,500 | $15,000 | $21,000 | $10,000 | 4% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 90 CY | $260 | $338 | $425 | $340 | $400 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $16,500 | $32,000 | $20,000 | $20,000 | $40,000 | 3% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 107 CY | $115 | $137 | $250 | $180 | $200 | 2% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 550 FT | $21.00 | $35.00 | $27.00 | $35.00 | $30.00 | 2% |
| 202E23000 PAVEMENT REMOVED | 347 SY | $24.00 | $44.50 | $35.00 | $15.00 | $30.00 | 1% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 18 CY | $450 | $515 | $485 | $700 | $700 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $7,000 | $10,000 | $4,611 | $3,800 | $29,000 | 1% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $3,300 | $2,800 | $2,500 | $2,500 | $3,000 | 1% |
| 606E15050 GUARDRAIL, TYPE MGS | 250 FT | $20.00 | $21.50 | $28.00 | $19.82 | $20.00 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $5,000 | $800 | $5,800 | $6,000 | $5,000 | 1% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 200 FT | $23.00 | $24.50 | $32.00 | $22.66 | $23.00 | 1% |
| 203E20000 EMBANKMENT | 230 CY | $16.00 | $30.00 | $17.00 | $22.00 | $50.00 | 1% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $3,400 | $2,900 | $2,100 | $1,000 | $100 | 1% |
| $1,100 |
| $1,200 |
| $1,250 |
| $1,100 |
| $1,200 |
| 630E87520 REMOVAL OF POLE MOUNTED SIGN AND REERECTION | 1 EACH | $150 | $350 | $350 | $350 | $200 |
| 659E10000 SEEDING AND MULCHING | 608 SY | $2.50 | $5.00 | $5.00 | $5.00 | $7.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.05 TON | $1,000 | $1,360 | $1,250 | $1.80 | $900 |
| 659E31000 LIME | 0.13 ACRE | $400 | $200 | $150 | $300 | $160 |
| 659E35000 WATER | 3.3 MGAL | $0.01 | $1.00 | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 252 FT | $4.00 | $5.00 | $7.00 | $7.00 | $10.00 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 17 FT | $6.00 | $3.00 | $25.00 | $18.00 | $20.00 |
| 605E31100 AGGREGATE DRAINS | 108.5 FT | $20.00 | $18.00 | $10.00 | $18.00 | $25.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 2 EACH | $350 | $475 | $425 | $335 | $450 |
| 407E20000 NON-TRACKING TACK COAT | 108 GAL | $4.00 | $9.00 | $3.50 | $5.00 | $5.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.21 MILE | $6,500 | $4,300 | $3,950 | $3,950 | $4,000 |
| 642E00300 CENTER LINE, TYPE 1 | 0.11 MILE | $11,000 | $7,500 | $6,950 | $6,950 | $7,000 |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $1,500 | $7,800 | $15,000 | $8,700 | $35,000 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 12 EACH | $20.00 | $41.00 | $9.00 | $38.00 | $12.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 12 EACH | $25.00 | $46.00 | $12.00 | $42.00 | $12.00 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 0.27 MILE | $7,200 | $11,200 | $4,850 | $4,850 | $20,000 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 20 FT | $15.00 | $15.00 | $14.00 | $14.00 | $20.00 |
| 524E95000 DRILLED SHAFTS, MISC.:EXTENSION | 10 FT | $210 | $77.00 | $73.00 | $68.00 | $180 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.:W24x146 | 1,609 FT | $105 | $169k | 26% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 1,623 FT | $77 | $125k | 20% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 220 CY | $265 | $58k | 9% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 450 FT | $102 | $46k | 7% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 1,628 SF | $25 | $41k | 6% |
| 304E20000 AGGREGATE BASE | 295 CY | $100 | $30k | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $27,200 | $27k | 4% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 90 CY | $260 | $23k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $16,500 | $17k | 3% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 107 CY | $115 | $12k | 2% |