Nob-SR 78-02.10
Noble County · est $0.5M
Bid dateThursday, October 25—
Noble County · est $0.5M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 28 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.:SOLDIER PILES, W14x109 | 1,501 FT | $62.00 | $72.00 | $58.00 | $78.00 | $75.00 | 23% |
| 524E94605 DRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER | 615 FT | $70.00 | $82.00 | $73.00 | $85.00 | $150 | 11% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 612 FT | $65.00 | $87.00 | $89.00 | $65.00 | $225 | 10% |
| 524E94603 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PE | 623 FT | $51.00 | $58.00 | $65.00 | $60.00 | $150 | 8% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $28,500 | $30,000 | $15,100 | $15,000 | $20,000 | 7% |
| 511E81300 |
| Item | Quantity | R1Alan Stone CO INC | R2Ohio-west Virginia Excavating CO | R3Shelly & Sands INC | R4George J Igel & CO INC | R5Craig Edward Susany INC |
|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $4,000 | $2,000 | $6,500 | $1,000 | $3,000 |
| 202E23010 PAVEMENT REMOVED, ASPHALT | 218 SY | $7.50 | $20.00 | $17.00 | $20.00 | $15.00 |
| 202E38200 GUARDRAIL REMOVED FOR REUSE | 225 FT | $4.50 | $11.00 | $4.00 | $2.20 | $10.00 |
| 203E10000 EXCAVATION | 45 CY | $19.00 |
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 →
| 115 EACH |
| $193 |
| $225 |
| $280 |
| $210 |
| $200 |
| 5% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 53 CY | $378 | $235 | $450 | $357 | $500 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $10,000 | $10,000 | $20,000 | $10,000 | 5% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 51 CY | $352 | $235 | $300 | $350 | $330 | 4% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 179 SY | $94.00 | $62.00 | $93.00 | $65.00 | $100 | 4% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 30 CY | $485 | $325 | $325 | $325 | $600 | 4% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (TH =1.25 IN) | 1,219 SY | $9.50 | $7.00 | $7.00 | $5.75 | $10.00 | 3% |
| 518E21100 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 57 CY | $170 | $125 | $100 | $120 | $150 | 2% |
| 622E41000 PORTABLE BARRIER, 32" | 380 FT | $19.00 | $16.00 | $24.00 | $21.00 | $32.00 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $6,000 | $2,000 | $6,500 | $7,500 | $10,000 | 1% |
| 606E16500 GUARDRAIL REBUILT, TYPE 5 | 225 FT | $26.00 | $19.00 | $24.50 | $17.60 | $22.00 | 1% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $5,248 | $2,500 | $14,889 | $13,250 | $25,000 | 1% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $5,083 | $4,000 | $4,500 | $9,000 | $10,000 | 1% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (14 CY | $357 | $325 | $400 | $100 | $500 | 1% |
| 304E20000 AGGREGATE BASE | 52 CY | $86.00 | $125 | $73.00 | $100 | $100 | 1% |
| $20.00 |
| $13.00 |
| $15.00 |
| $25.00 |
| 203E20000 EMBANKMENT | 108 CY | $10.00 | $18.00 | $15.00 | $32.00 | $100 |
| 204E10000 SUBGRADE COMPACTION | 328 SY | $2.50 | $5.00 | $3.00 | $9.00 | $3.00 |
| 601E21050 TIED CONCRETE BLOCK MAT, TYPE 1 | 2 SY | $252 | $125 | $225 | $100 | $150 |
| 659E10000 SEEDING AND MULCHING | 211 SY | $8.00 | $8.00 | $8.00 | $8.00 | $13.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.03 TON | $4,620 | $500 | $635 | $650 | $1,000 |
| 659E31000 LIME | 0.04 ACRE | $840 | $500 | $165 | $100 | $1,000 |
| 659E35000 WATER | 1 MGAL | $36.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 1 EACH | $324 | $250 | $250 | $225 | $200 |
| 407E20000 NON-TRACKING TACK COAT | 139 GAL | $4.50 | $8.00 | $3.50 | $3.00 | $5.00 |
| 408E10000 PRIME COAT | 94 GAL | $13.00 | $7.00 | $20.00 | $23.35 | $5.00 |
| 617E10100 COMPACTED AGGREGATE | 11 CY | $203 | $135 | $125 | $210 | $100 |
| 621E00100 RPM | 16 EACH | $183 | $90.00 | $80.00 | $80.00 | $220 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 16 EACH | $11.00 | $15.00 | $10.00 | $10.00 | $5.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 BI-DIRECTIONAL | 10 EACH | $9.00 | $11.00 | $8.50 | $7.50 | $10.00 |
| 642E00094 EDGE LINE, 6" | 0.23 MILE | $3,569 | $3,600 | $3,400 | $835 | $10,000 |
| 642E00290 CENTER LINE | 0.12 MILE | $6,298 | $6,300 | $6,000 | $1,725 | $20,000 |
| 614E12338 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) | 2 EACH | $2,205 | $2,300 | $2,100 | $2,600 | $3,000 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BI-DIRECTIONAL) | 8 EACH | $53.00 | $55.00 | $10.00 | $10.50 | $10.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 8 EACH | $53.00 | $16.00 | $15.00 | $17.50 | $10.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 204 FT | $8.50 | $8.00 | $3.50 | $10.00 | $5.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 5 FT | $30.00 | $8.00 | $42.00 | $21.00 | $10.00 |
| 524E95000 DRILLED SHAFTS, MISC.: EXTENSION | 16 FT | $59.00 | $125 | $600 | $65.00 | $225 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $3,000 | $5,700 | $3,504 | $3,400 | $20,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.:SOLDIER PILES, W14x109 | 1,501 FT | $62 | $93k | 21% |
| 524E94605 DRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER | 615 FT | $70 | $43k | 10% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 612 FT | $65 | $40k | 9% |
| 524E94603 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PE | 623 FT | $51 | $32k | 7% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $28,500 | $29k | 6% |
| 511E81300 CONCRETE, MISC.:6"X24"X57" PRECAST CONCRETE LAGGIN | 115 EACH | $193 | $22k | 5% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 53 CY | $378 | $20k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $20k | 5% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 51 CY | $352 | $18k | 4% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 179 SY | $94 | $17k | 4% |