Ath-SR 13-00.60
Athens County · est $0.4M
Bid dateThursday, September 13—
Athens County · est $0.4M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 13 more items below.
| Item | Quantity | R1Alan Stone CO INC | R2Shelly & Sands INC | R3D G M INC | R4George J Igel & CO INC | R5R C Construction Company And Son | % of bid |
|---|---|---|---|---|---|---|---|
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 1,062 FT | $68.00 | $90.00 | $66.00 | $77.00 | $125 | 22% |
| 507E00400 STEEL PILES, MISC.: SOLDIER PILES W24X104 | 1,094 FT | $60.00 | $60.00 | $75.00 | $70.00 | $75.00 | 20% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 555 FT | $78.00 | $104 | $136 | $95.00 | $125 | 13% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 77 CY | $399 | $400 | $420 | $280 | $325 | 9% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $28,000 | $24,368 | $17,000 | $30,000 | $40,000 | 9% |
| 624E10000 |
| Item | Quantity | R1Alan Stone CO INC | R2Shelly & Sands INC | R3D G M INC | R4George J Igel & CO INC | R5R C Construction Company And Son |
|---|---|---|---|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 205 FT | $2.50 | $2.50 | $1.00 | $2.50 | $3.00 |
| 203E20000 EMBANKMENT | 69 CY | $13.00 | $20.00 | $20.00 | $65.00 | $25.00 |
| 204E10000 SUBGRADE COMPACTION | 127 SY | $2.50 | $7.00 | $8.00 | $19.00 | $2.00 |
| 606E20050 ROUNDED END SECTION | 1 EACH | $53.00 | $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 →
| 1 LS |
| $20,000 |
| $10,000 |
| $7,000 |
| $10,000 |
| $15,000 |
| 6% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 26 CY | $541 | $425 | $445 | $625 | $275 | 4% |
| 622E41000 PORTABLE BARRIER, 32" | 530 FT | $15.00 | $15.00 | $8.00 | $20.00 | $20.00 | 2% |
| 614E12338 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) | 4 EACH | $1,942 | $1,850 | $800 | $1,890 | $1,500 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $5,000 | $6,700 | $3,500 | $6,000 | $12,500 | 2% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 237.5 FT | $20.00 | $18.50 | $23.00 | $18.50 | $27.00 | 1% |
| 202E23000 PAVEMENT REMOVED | 98 SY | $35.00 | $35.00 | $10.00 | $25.00 | $20.00 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $3,200 | $2,560 | $9,500 | $4,000 | $15,500 | 1% |
| 407E20000 NON-TRACKING TACK COAT | 164 GAL | $19.00 | $3.50 | $3.50 | $13.00 | $10.00 | 1% |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 1% |
| 621E00100 RPM | 16 EACH | $172 | $240 | $150 | $150 | $375 | 1% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,500 | $5,500 | $12,000 | $4,000 | $5,500 | 1% |
| 617E10100 COMPACTED AGGREGATE | 23 CY | $104 | $85.00 | $100 | $170 | $65.00 | 1% |
| 408E10000 PRIME COAT | 109 GAL | $19.00 | $10.00 | $5.00 | $7.50 | $10.00 | 1% |
| 304E20000 AGGREGATE BASE | 24 CY | $83.00 | $80.00 | $80.00 | $140 | $65.00 | 1% |
| $50.00 |
| $50.00 |
| $500 |
| 606E26500 ANCHOR ASSEMBLY, TYPE T | 1 EACH | $998 | $950 | $1,000 | $950 | $1,000 |
| 659E10000 SEEDING AND MULCHING | 420 SY | $3.00 | $3.60 | $6.00 | $3.60 | $7.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.06 TON | $2,772 | $630 | $300 | $632 | $1,200 |
| 659E31000 LIME | 0.09 ACRE | $736 | $146 | $80.00 | $148 | $800 |
| 659E35000 WATER | 1.13 MGAL | $3.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 16 EACH | $12.00 | $10.00 | $1.00 | $15.00 | $50.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 5 EACH | $8.00 | $7.50 | $8.00 | $7.00 | $10.00 |
| 642E00094 EDGE LINE, 6" | 0.23 MILE | $2,624 | $2,500 | $5,500 | $4,860 | $12,500 |
| 642E00290 CENTER LINE | 0.12 MILE | $4,724 | $4,500 | $10,000 | $9,315 | $12,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 1,062 FT | $68 | $72k | 22% |
| 507E00400 STEEL PILES, MISC.: SOLDIER PILES W24X104 | 1,094 FT | $60 | $66k | 20% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 555 FT | $78 | $43k | 13% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 77 CY | $399 | $31k | 9% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $28,000 | $28k | 8% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $20k | 6% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 26 CY | $541 | $14k | 4% |
| 622E41000 PORTABLE BARRIER, 32" | 530 FT | $15 | $8k | 2% |
| 614E12338 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) | 4 EACH | $1,942 | $8k | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $5,000 | $5k | 2% |