Hoc-SR 56-11.00
Hocking County · est $0.6M
Bid dateThursday, June 21—
Hocking County · est $0.6M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 22 more items below.
| Item | Quantity | R1Skeens Excavating INC | R2Shelly & Sands INC | R3Alan Stone CO INC | R4George J Igel & CO INC | R5R C Construction Company And Son | % of bid |
|---|---|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.:SOLDIER PILES HP14X117 | 1,817 FT | $68.00 | $67.00 | $66.00 | $71.75 | $75.00 | 23% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 1,076 FT | $86.00 | $100 | $100 | $135 | $150 | 18% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 690 FT | $95.00 | $119 | $110 | $95.00 | $175 | 12% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 82 CY | $310 | $325 | $315 | $300 | $325 | 5% |
| 530E00400 SPECIAL - STRUCTURES PRECAST CONCRETE LAGGING | 136 EACH | $180 | $373 | $364 | $325 | $350 | 5% |
| 518E21200 |
| Item | Quantity | R1Skeens Excavating INC | R2Shelly & Sands INC | R3Alan Stone CO INC | R4George J Igel & CO INC | R5R C Construction Company And Son |
|---|---|---|---|---|---|---|
| 204E10000 SUBGRADE COMPACTION | 467 SY | $12.00 | $4.00 | $2.50 | $6.00 | $2.00 |
| 659E10000 SEEDING AND MULCHING | 900 SY | $1.00 | $3.50 | $2.00 | $6.75 | $4.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.1 TON | $800 | $580 | $2,772 | $450 | $1,200 |
| 659E31000 LIME | 0.19 ACRE | $800 |
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 →
| 174 CY |
| $140 |
| $300 |
| $162 |
| $135 |
| $75.00 |
| 5% |
| 202E98100 REMOVAL MISC.: PILE EXTRACTION | 18 EACH | $1,250 | $550 | $530 | $450 | $1,000 | 4% |
| 203E20000 EMBANKMENT | 404 CY | $50.00 | $17.00 | $16.00 | $35.00 | $20.00 | 4% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 59 CY | $310 | $350 | $252 | $300 | $200 | 3% |
| 606E15050 GUARDRAIL, TYPE MGS | 437.5 FT | $32.00 | $23.20 | $22.00 | $23.50 | $35.00 | 3% |
| 622E41000 PORTABLE BARRIER, 32" | 480 FT | $28.00 | $25.00 | $23.00 | $23.00 | $25.00 | 3% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $12,000 | $17,000 | $10,000 | $5,400 | $7,500 | 2% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 26 CY | $450 | $485 | $404 | $1,000 | $350 | 2% |
| 202E23000 PAVEMENT REMOVED | 367 SY | $30.00 | $14.00 | $27.00 | $16.50 | $5.00 | 2% |
| 202E38000 GUARDRAIL REMOVED | 400 FT | $25.00 | $18.00 | $3.00 | $2.00 | $3.00 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $8,300 | $4,990 | $4,500 | $3,500 | $25,000 | 2% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $8,000 | $35,250 | $35,306 | $45,000 | $7,500 | 2% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $8,000 | $16,221 | $34,000 | $36,500 | $35,000 | 2% |
| 624E10000 MOBILIZATION | 1 LS | $8,000 | $20,000 | $50,000 | $20,000 | $15,000 | 2% |
| 203E10000 EXCAVATION | 133 CY | $50.00 | $15.00 | $33.00 | $45.00 | $20.00 | 1% |
| $100 |
| $736 |
| $160 |
| $800 |
| 659E35000 WATER | 3 MGAL | $100 | $1.00 | $3.00 | $10.00 | $1.00 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 2 EACH | $600 | $275 | $348 | $450 | $150 |
| 304E20000 AGGREGATE BASE | 75 CY | $55.00 | $62.00 | $68.00 | $79.50 | $75.00 |
| 407E20000 NON-TRACKING TACK COAT | 145 GAL | $8.00 | $3.00 | $6.50 | $4.50 | $10.00 |
| 408E10000 PRIME COAT | 89 GAL | $8.00 | $10.00 | $5.50 | $12.00 | $20.00 |
| 617E10100 COMPACTED AGGREGATE | 10 CY | $100 | $125 | $139 | $310 | $75.00 |
| 621E00100 RPM | 19 EACH | $12.00 | $157 | $165 | $190 | $300 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 19 EACH | $12.00 | $10.00 | $18.00 | $8.50 | $50.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 BIDIRECTIONAL | 10 EACH | $25.00 | $7.00 | $7.50 | $7.00 | $20.00 |
| 642E00094 EDGE LINE, 6" | 0.27 MILE | $15,000 | $3,525 | $6,917 | $3,525 | $12,000 |
| 642E00290 CENTER LINE | 0.13 MILE | $15,000 | $6,875 | $7,069 | $6,875 | $12,000 |
| 614E12338 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) | 2 EACH | $3,200 | $2,385 | $1,890 | $2,500 | $1,500 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $5,000 | $4,200 | $4,769 | $5,500 | $7,500 |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 25 SY | $65.00 | $210 | $537 | $465 | $175 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 415 FT | $15.00 | $5.00 | $9.00 | $3.40 | $20.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 24 FT | $15.00 | $35.00 | $28.00 | $36.00 | $20.00 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $5,000 | $8,900 | $8,000 | $6,000 | $15,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.:SOLDIER PILES HP14X117 | 1,817 FT | $68 | $124k | 21% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 1,076 FT | $86 | $93k | 16% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 690 FT | $95 | $66k | 11% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 82 CY | $310 | $25k | 4% |
| 530E00400 SPECIAL - STRUCTURES PRECAST CONCRETE LAGGING | 136 EACH | $180 | $24k | 4% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 174 CY | $140 | $24k | 4% |
| 202E98100 REMOVAL MISC.: PILE EXTRACTION | 18 EACH | $1,250 | $23k | 4% |
| 203E20000 EMBANKMENT | 404 CY | $50 | $20k | 3% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 59 CY | $310 | $18k | 3% |
| 606E15050 GUARDRAIL, TYPE MGS | 437.5 FT | $32 | $14k | 2% |