Ros-SR 772-10.40
Ross County · est $4.0M
Bid dateThursday, May 29—
Ross County · est $4.0M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 12 more items below.
| Item | Quantity | R1Alan Stone CO INC | R2Allard Excavation LLC | R3Michels Corporation | R4Shelly & Sands INC | R5Beaver Excavating Company | R6Complete General Construction Company | % of bid |
|---|---|---|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: W36X282 STEEL BEAM, FURNISHED, | 5,280 FT | $430 | $426 | $406 | $436 | $510 | $450 | 56% |
| 524E94903 DRILLED SHAFTS, 48" DIAMETER ABOVE BEDROCK, AS PER | 1,748 FT | $220 | $192 | $275 | $160 | $206 | $270 | 9% |
| 524E94905 DRILLED SHAFTS, 48" DIAMETER, INTO BEDROCK, AS PER | 1,490 FT | $240 | $205 | $516 |
| Item | Quantity | R1Alan Stone CO INC | R2Allard Excavation LLC | R3Michels Corporation | R4Shelly & Sands INC | R5Beaver Excavating Company | R6Complete General Construction Company |
|---|---|---|---|---|---|---|---|
| 203E35000 GRANULAR EMBANKMENT | 1 CY | $260 | $182 | $70.00 | $470 | $395 | $280 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 36 CY | $110 | $180 | $185 | $230 | $197 | $85.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 308 SY | $0.85 | $0.04 | $1.02 | $0.72 |
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 →
| $205 |
| $204 |
| $290 |
| 9% |
| 203E20001 EMBANKMENT, AS PER PLAN | 18,687 CY | $12.10 | $19.73 | $17.04 | $26.90 | $13.72 | $44.83 | 6% |
| 511E71200 CONCRETE, MISC.: PRECAST REINFORCED LAGGING PANEL | 6,342 SF | $30.00 | $45.00 | $35.00 | $41.00 | $60.03 | $40.00 | 5% |
| 203E10001 EXCAVATION, AS PER PLAN | 6,855 CY | $19.25 | $25.66 | $22.46 | $19.25 | $16.04 | $111 | 3% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 724 CY | $110 | $121 | $75.00 | $124 | $219 | $120 | 2% |
| 624E10000 MOBILIZATION | 1 LS | $70,000 | $102,000 | $152,000 | $140,000 | $91,200 | $250,000 | 2% |
| 601E37500 PAVED GUTTER, TYPE 1-2 | 560 FT | $110 | $135 | $55.00 | $82.00 | $71.34 | $122 | 2% |
| 203E35001 GRANULAR EMBANKMENT, AS PER PLAN | — | $55.00 | $103 | $70.00 | $105 | $122 | $94.00 | 1% |
| 832E30000 EROSION CONTROL | 50,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 1% |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $47,000 | $17,499 | $30,000 | $49,000 | $32,000 | $100,000 | 1% |
| 611E01500 6" CONDUIT, TYPE F, 707.33 | 1,282 FT | $20.00 | $20.00 | $19.00 | $33.00 | $13.92 | $27.00 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $25,000 | $28,900 | $24,734 | $32,281 | $18,477 | $31,000 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $25,000 | $18,854 | $40,000 | $44,000 | $86,262 | $40,000 | 1% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $18,000 | $19,745 | $40,000 | $165,000 | $108,400 | $100,000 | 0% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $17,000 | $9,192 | $22,000 | $98,000 | $59,735 | $29,000 | 0% |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 25 EACH | $420 | $343 | $425 | $620 | $440 | $350 | 0% |
| 659E10000 SEEDING AND MULCHING | 6,150 SY | $1.28 | $1.21 | $1.49 | $0.72 | $1.24 | $0.99 | 0% |
| 690E12010 SPECIAL - GEOTEXTILE FABRIC, 712.09 TYPE A | 5,142 SY | $1.00 | $2.00 | $3.40 | $0.75 | $2.48 | $4.70 | 0% |
| $4.03 |
| $0.68 |
| 659E20000 COMMERCIAL FERTILIZER | 0.84 TON | $828 | $423 | $1,521 | $1,057 | $592 | $754 |
| 659E31000 LIME | 1.28 ACRE | $145 | $426 | $204 | $128 | $85.16 | $133 |
| 659E35000 WATER | 17 MGAL | $0.88 | $0.88 | $1.06 | $0.88 | $0.88 | $0.88 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 2 SY | $330 | $334 | $500 | $320 | $1,046 | $300 |
| 601E38101 PAVED GUTTER, TYPE 1-6, AS PER PLAN | 20 FT | $110 | $203 | $387 | $460 | $485 | $680 |
| 605E13402 6" UNCLASSIFIED PIPE UNDERDRAINS FOR SPRINGS | 48 FT | $20.00 | $19.00 | $72.00 | $35.00 | $34.26 | $22.00 |
| 605E32200 AGGREGATE DRAINS FOR SPRINGS | 3 FT | $100 | $13.00 | $540 | $99.00 | $530 | $80.00 |
| 611E01401 6" CONDUIT, TYPE E, AS PER PLAN, 707.31 (PERFORATE | 1,558 FT | $2.00 | $16.00 | $9.00 | $25.00 | $12.37 | $18.00 |
| 619E16000 FIELD OFFICE, TYPE A | 3 MNTH | $1,500 | $1,800 | $1,550 | $6,800 | $4,826 | $3,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: W36X282 STEEL BEAM, FURNISHED, | 5,280 FT | $430 | $2.27M | 56% |
| 524E94903 DRILLED SHAFTS, 48" DIAMETER ABOVE BEDROCK, AS PER | 1,748 FT | $220 | $385k | 9% |
| 524E94905 DRILLED SHAFTS, 48" DIAMETER, INTO BEDROCK, AS PER | 1,490 FT | $240 | $358k | 9% |
| 203E20001 EMBANKMENT, AS PER PLAN | 18,687 CY | $12.1 | $226k | 6% |
| 511E71200 CONCRETE, MISC.: PRECAST REINFORCED LAGGING PANEL | 6,342 SF | $30 | $190k | 5% |
| 203E10001 EXCAVATION, AS PER PLAN | 6,855 CY | $19.25 | $132k | 3% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 724 CY | $110 | $80k | 2% |
| 624E10000 MOBILIZATION | 1 LS | $70,000 | $70k | 2% |
| 601E37500 PAVED GUTTER, TYPE 1-2 | 560 FT | $110 | $62k | 2% |
| 203E35001 GRANULAR EMBANKMENT, AS PER PLAN | — | $55 | $61k | 1% |