Nob-SR 285-03.97
Noble County · est $0.4M
Bid dateThursday, July 29—
Noble County · est $0.4M
Published by ODOT on this contract’s Proposal PDF · EDGE Goal: 5.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 16 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Alan Stone CO INC | R3Ohio-west Virginia Excavating CO | R4Complete General Construction Company | % of bid |
|---|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: SOLDIER PILES - HP14 X 73 | 1,287 FT | $58.00 | $68.00 | $61.00 | $67.00 | 21% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 1,200 FT | $56.00 | $74.50 | $90.50 | $119 | 19% |
| 530E00400 SPECIAL - STRUCTURES: PRE-CAST CONCRETE LAGGING | 108 EACH | $300 | $180 | $250 | $310 | 9% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 370 FT | $79.00 | $92.00 | $175 |
| Item | Quantity | R1Shelly & Sands INC | R2Alan Stone CO INC | R3Ohio-west Virginia Excavating CO | R4Complete General Construction Company |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,000 | $1,000 | $2,000 | $6,000 |
| 202E38200 GUARDRAIL REMOVED FOR REUSE | 225 FT | $5.00 | $2.50 | $15.00 | $5.00 |
| 203E10000 EXCAVATION | 23 CY | $15.00 | $85.00 | $52.00 | $35.00 |
| 203E20000 EMBANKMENT | 34 CY | $25.00 | $13.50 | $63.00 | $38.00 |
| 204E10000 SUBGRADE COMPACTION |
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 →
| $260 |
| 8% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 64 CY | $425 | $523 | $265 | $398 | 8% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $18,000 | $53,000 | $25,000 | $30,000 | 5% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 43 CY | $350 | $463 | $345 | $352 | 4% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $12,000 | $4,100 | $2,000 | $1,500 | 3% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 167 SY | $70.00 | $71.00 | $75.00 | $45.00 | 3% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 79 CY | $135 | $125 | $145 | $90.00 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $10,000 | $13,000 | $10,000 | $20,000 | 3% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $8,500 | $4,900 | $3,500 | $6,000 | 2% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 14 CY | $500 | $400 | $500 | $360 | 2% |
| 606E16500 GUARDRAIL REBUILT, TYPE 5 | 225 FT | $30.00 | $38.50 | $38.00 | $21.10 | 2% |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,500 | $3,200 | $3,000 | $2,500 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $4,000 | $3,500 | $1,000 | $3,000 | 1% |
| 304E20000 AGGREGATE BASE | 45 CY | $80.00 | $91.00 | $135 | $115 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $3,067 | $2,500 | $6,500 | $5,000 | 1% |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | 1% |
| 621E00100 RPM | 14 EACH | $210 | $269 | $235 | $210 | 1% |
| 278 SY |
| $5.00 |
| $3.00 |
| $7.00 |
| $3.00 |
| 659E10001 SEEDING AND MULCHING, AS PER PLAN | 300 SY | $7.50 | $7.00 | $7.00 | $7.50 |
| 605E31100 AGGREGATE DRAINS | 36 FT | $13.00 | $43.50 | $45.00 | $22.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 1 EACH | $250 | $336 | $500 | $250 |
| 407E20000 NON-TRACKING TACK COAT | 110 GAL | $3.00 | $4.50 | $5.00 | $3.50 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 14 EACH | $15.00 | $41.00 | $25.00 | $14.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.2 MILE | $3,800 | $4,900 | $4,200 | $3,800 |
| 642E00300 CENTER LINE, TYPE 1 | 0.1 MILE | $7,200 | $9,200 | $7,800 | $7,200 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 0.13 MILE | $7,250 | $9,300 | $7,500 | $8,800 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 200 FT | $4.00 | $7.00 | $7.00 | $7.00 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 10 FT | $30.00 | $23.00 | $7.00 | $35.00 |
| 524E95000 DRILLED SHAFTS, MISC.:EXTENSION | 13 FT | $35.00 | $69.00 | $375 | $150 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: SOLDIER PILES - HP14 X 73 | 1,287 FT | $58 | $75k | 20% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 1,200 FT | $56 | $67k | 18% |
| 530E00400 SPECIAL - STRUCTURES: PRE-CAST CONCRETE LAGGING | 108 EACH | $300 | $32k | 9% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 370 FT | $79 | $29k | 8% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 64 CY | $425 | $27k | 7% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $18,000 | $18k | 5% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 43 CY | $350 | $15k | 4% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $12,000 | $12k | 3% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 167 SY | $70 | $12k | 3% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 79 CY | $135 | $11k | 3% |