Nob-SR 146-16.35
Noble County · est $1.1M
Bid dateThursday, May 11—
Noble County · est $1.1M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 41 more items below.
| Item | Quantity | R1Alan Stone CO INC | R2Ohio-west Virginia Excavating CO | R3Shelly & Sands INC | % of bid |
|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: W24X117, FURNISHED, AS PER PLA | 2,567 FT | $130 | $127 | $132 | 35% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 1,835 FT | $75.00 | $79.60 | $87.00 | 14% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 880 FT | $95.00 | $139 | $104 | 9% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 325 CY | $175 | $95.00 | $220 | 6% |
| 511E71200 CONCRETE, MISC.: PRECAST LAGGING PANEL NO 1 | 2,530 SF | $16.50 | $25.50 | $19.00 | 4% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 136 CY | $300 | $226 | $325 | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS |
| Item | Quantity | R1Alan Stone CO INC | R2Ohio-west Virginia Excavating CO | R3Shelly & Sands INC |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,500 | $7,600 | $2,435 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 43 FT | $5.00 | $9.50 | $10.00 |
| 203E10000 EXCAVATION | 141 CY | $30.00 | $38.25 | $30.00 |
| 203E20000 EMBANKMENT | 154 CY | $10.00 | $55.00 | $27.00 |
| 204E10000 SUBGRADE COMPACTION | 703 SY | $3.00 | $1.00 | $4.00 |
| 204E45000 PROOF ROLLING |
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 →
| $40,000 |
| $39,000 |
| $15,000 |
| 4% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 127 CY | $300 | $250 | $375 | 4% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 389 SY | $65.00 | $65.50 | $50.00 | 3% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 33 CY | $600 | $594 | $450 | 2% |
| 511E71200 CONCRETE, MISC.: PRECAST LAGGING PANEL NO 3 | 1,089 SF | $17.50 | $26.00 | $22.00 | 2% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 874 FT | $21.00 | $25.00 | $30.00 | 2% |
| 202E23000 PAVEMENT REMOVED | 703 SY | $25.00 | $18.50 | $22.00 | 2% |
| 204E20000 EMBANKMENT | 197 CY | $80.00 | $58.25 | $27.00 | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 625 FT | $21.50 | $21.50 | $21.50 | 1% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $12,500 | $21,500 | $15,000 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $11,000 | $2,300 | $6,500 | 1% |
| 304E20000 AGGREGATE BASE, 6" | 118 CY | $90.00 | $106 | $90.00 | 1% |
| 624E10000 MOBILIZATION | 1 LS | $10,000 | $14,500 | $35,000 | 1% |
| 611E07201 18" CONDUIT, TYPE A, AS PER PLAN, 706.02 | 39 FT | $220 | $203 | $225 | 1% |
| 1 HOUR |
| $220 |
| $225 |
| $250 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 1 EACH | $2,650 | $2,340 | $2,650 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,400 | $1,120 | $1,400 |
| 659E10000 SEEDING AND MULCHING | 1,589 SY | $2.50 | $2.50 | $2.30 |
| 659E20000 COMMERCIAL FERTILIZER | 0.22 TON | $800 | $1,425 | $1,400 |
| 659E31000 LIME | 0.33 ACRE | $800 | $100 | $100 |
| 659E35000 WATER | 13 MGAL | $100 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $100 | $1,500 | $500 |
| 511E52100 CLASS QC FS CONCRETE | 4 CY | $200 | $235 | $300 |
| 601E32201 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER, AS PE | 1 CY | $2,000 | $700 | $350 |
| 602E20000 CONCRETE MASONRY | 7 CY | $100 | $383 | $1,000 |
| 605E31100 AGGREGATE DRAINS | 524 FT | $15.00 | $13.00 | $15.00 |
| 611E07600 18" CONDUIT, TYPE C | 20 FT | $40.00 | $139 | $125 |
| 611E98450 CATCH BASIN, NO. 2-2A | 1 EACH | $3,800 | $2,425 | $2,500 |
| 407E20000 NON-TRACKING TACK COAT | 219 GAL | $4.00 | $4.50 | $3.25 |
| 408E10000 PRIME COAT | 156 GAL | $11.00 | $4.50 | $20.00 |
| 617E10100 COMPACTED AGGREGATE | 78 CY | $110 | $101 | $135 |
| 621E00100 RPM | 16 EACH | $195 | $199 | $195 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 16 EACH | $12.00 | $75.00 | $15.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BI-DIRECTIONAL | 14 EACH | $10.00 | $10.25 | $10.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.33 MILE | $2,885 | $3,000 | $2,885 |
| 642E00300 CENTER LINE, TYPE 1 | 0.17 MILE | $4,999 | $5,100 | $4,999 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,350 | $2,600 | $2,350 |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $2,000 | $5,275 | $17,000 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 17 EACH | $28.00 | $28.50 | $8.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 17 EACH | $34.00 | $34.50 | $12.00 |
| 614E22000 WORK ZONE EDGE LINE, CLASS I, 4" | 0.32 MILE | $6,250 | $6,400 | $6,250 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 24 FT | $14.00 | $14.25 | $14.00 |
| 511E71200 CONCRETE, MISC.: PRECAST LAGGING PANEL NO 2 | 253 SF | $18.50 | $29.50 | $24.00 |
| 511E71200 CONCRETE, MISC.: PRECAST LAGGING PANEL NO 4 | 28 SF | $35.00 | $34.50 | $45.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 503 FT | $6.00 | $3.50 | $5.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 15 FT | $15.00 | $7.50 | $35.00 |
| 524E95000 DRILLED SHAFTS, MISC.: EXTENSION | 10 FT | $80.00 | $258 | $150 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 1 EACH | $350 | $190 | $250 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $7,000 | $12,350 | $6,700 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: W24X117, FURNISHED, AS PER PLA | 2,567 FT | $130 | $334k | 32% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 1,835 FT | $75 | $138k | 13% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 880 FT | $95 | $84k | 8% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 325 CY | $175 | $57k | 5% |
| 511E71200 CONCRETE, MISC.: PRECAST LAGGING PANEL NO 1 | 2,530 SF | $16.5 | $42k | 4% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 136 CY | $300 | $41k | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $40,000 | $40k | 4% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 127 CY | $300 | $38k | 4% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 389 SY | $65 | $25k | 2% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 33 CY | $600 | $20k | 2% |