Bel-CR 214-06.87
Belmont County · est $0.3M
Bid dateThursday, October 1—
Belmont County · est $0.3M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 20 more items below.
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Alan Stone CO INC | R3Shelly & Sands INC | R4Dennison Bridge INC | R5R C Construction Company And Son | % of bid |
|---|---|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: W16X67, FURNISHED | 880 FT | $27.45 | $30.00 | $40.00 | $35.00 | $40.00 | 15% |
| 524E94603 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PE | 452 FT | $40.50 | $60.00 | $57.00 | $80.00 | $110 | 12% |
| 524E94605 DRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER | 286 FT | $58.50 | $79.00 | $90.00 | $100 | $125 | 11% |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 190 SY | $73.00 | $37.00 | $60.00 | $55.00 | $125 | 9% |
| 624E10000 MOBILIZATION | 1 LS | $12,850 | $12,000 | $4,000 | $10,000 | $12,500 | 8% |
| 511E81300 |
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Alan Stone CO INC | R3Shelly & Sands INC | R4Dennison Bridge INC | R5R C Construction Company And Son |
|---|---|---|---|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 150 FT | $3.20 | $3.00 | $5.00 | $2.00 | $3.00 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 2 EACH | $265 | $300 | $250 | $500 | $500 |
| 203E20000 EMBANKMENT | 42 CY | $27.50 | $11.00 | $25.00 | $35.00 | $25.00 |
| 204E10000 SUBGRADE COMPACTION | 306 SY | $3.00 |
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 →
| 57 EACH |
| $214 |
| $194 |
| $230 |
| $250 |
| $225 |
| 8% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 19 CY | $480 | $400 | $375 | $400 | $350 | 6% |
| 304E20000 AGGREGATE BASE | 81 CY | $95.00 | $90.00 | $95.00 | $110 | $125 | 5% |
| 503E22201 UNCLASSIFIED EXCAVATION, INCLUDING ROCK AND/OR SHA | 228 CY | $30.00 | $17.00 | $32.00 | $45.00 | $75.00 | 4% |
| 606E15201 GUARDRAIL, TYPE MGS HALF POST SPACING WITH LONG PO | 137.5 FT | $40.00 | $48.50 | $40.00 | $45.00 | $45.00 | 4% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 43 CY | $126 | $150 | $180 | $110 | $200 | 3% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 24 CY | $225 | $0.01 | $100 | $75.00 | $375 | 3% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 8 CY | $389 | $1,300 | $1,220 | $1,500 | $1,200 | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $2,765 | $5,500 | $4,470 | $10,000 | $30,000 | 2% |
| 606E26151 ANCHOR ASSEMBLY, MGS TYPE E, AS PER PLAN | — | $2,592 | $2,600 | $2,400 | $2,400 | $2,300 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $2,440 | $1,500 | $1,900 | $4,000 | $9,500 | 2% |
| 832E30000 EROSION CONTROL | 2,300 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 1% |
| 202E23010 PAVEMENT REMOVED, ASPHALT | 184 SY | $10.00 | $10.00 | $8.00 | $18.00 | $20.00 | 1% |
| 203E10000 EXCAVATION | 60 CY | $30.00 | $10.00 | $25.00 | $25.00 | $25.00 | 1% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $1,620 | $600 | $1,000 | $1,000 | $2,500 | 1% |
| $2.00 |
| $5.00 |
| $3.00 |
| $2.00 |
| 204E13000 EXCAVATION OF SUBGRADE | 20 CY | $34.50 | $39.00 | $30.00 | $25.00 | $25.00 |
| 204E30010 GRANULAR MATERIAL, TYPE B | 10 CY | $104 | $100 | $90.00 | $110 | $100 |
| 204E30040 GRANULAR MATERIAL, TYPE E | 10 CY | $102 | $92.00 | $90.00 | $110 | $100 |
| 204E45000 PROOF ROLLING | 1 HOUR | $188 | $255 | $175 | $100 | $100 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,125 | $1,000 | $1,000 | $950 | $1,000 |
| 659E10001 SEEDING AND MULCHING, AS PER PLAN | 168 SY | $3.25 | $9.50 | $10.00 | $10.00 | $10.00 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 173 FT | $5.00 | $6.50 | $3.00 | $6.00 | $20.00 |
| 407E10000 TACK COAT | 11 GAL | $2.00 | $4.00 | $2.00 | $10.00 | $5.00 |
| 408E10001 PRIME COAT, AS PER PLAN | 33 GAL | $2.00 | $0.01 | $21.50 | $30.00 | $25.00 |
| 423E00204 CRACK SEALING, TYPE II | 7 SY | $144 | $810 | $400 | $100 | $100 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 3 EACH | $8.00 | $14.00 | $10.00 | $15.00 | $20.00 |
| 642E00100 EDGE LINE, 4", TYPE 1 | 0.03 MILE | $17,400 | $20,000 | $17,230 | $20,000 | $35,000 |
| 642E00300 CENTER LINE, TYPE 1 | 0.03 MILE | $17,800 | $20,000 | $17,683 | $40,000 | $35,000 |
| 616E10000 WATER | 1 MGAL | $435 | $1.00 | $35.00 | $20.00 | $1.00 |
| 511E81300 CONCRETE, MISC.: 8"x24"x93" PRECAST CONCRETE LAGGI | 2 EACH | $447 | $396 | $390 | $300 | $400 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $800 | $4,000 | $4,200 | $1,500 | $10,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: W16X67, FURNISHED | 880 FT | $27.45 | $24k | 14% |
| 524E94603 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PE | 452 FT | $40.5 | $18k | 11% |
| 524E94605 DRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER | 286 FT | $58.5 | $17k | 10% |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 190 SY | $73 | $14k | 8% |
| 624E10000 MOBILIZATION | 1 LS | $12,850 | $13k | 8% |
| 511E81300 CONCRETE, MISC.: 8"x24"x69" PRECAST CONCRETE LAGGI | 57 EACH | $214 | $12k | 7% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 19 CY | $480 | $9k | 5% |
| 304E20000 AGGREGATE BASE | 81 CY | $95 | $8k | 5% |
| 503E22201 UNCLASSIFIED EXCAVATION, INCLUDING ROCK AND/OR SHA | 228 CY | $30 | $7k | 4% |
| 606E15201 GUARDRAIL, TYPE MGS HALF POST SPACING WITH LONG PO | 137.5 FT | $40 | $6k | 3% |