Bel-SR 647-02.27
Belmont County · est $0.2M
Bid dateThursday, July 30—
Belmont County · est $0.2M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 7 more items below.
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Dennison Bridge INC | R3Nls Paving, INC | R4Alan Stone CO INC | R5Shelly & Sands INC | R6R C Construction Company And Son INC | R7Rudzik Excavating INC | % of bid |
|---|---|---|---|---|---|---|---|---|---|
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $31,300 | $35,000 | $40,000 | $55,000 | $37,100 | $35,000 | $30,843 | 25% |
| 610E50010 RETAINING WALL, MISC.: TIMBER LAGGING | 1,330 SF | $20.00 | $25.00 | $16.00 | $23.00 | $25.00 | $25.00 | $46.81 | 21% |
| 503E11100 |
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Dennison Bridge INC | R3Nls Paving, INC | R4Alan Stone CO INC | R5Shelly & Sands INC | R6R C Construction Company And Son INC | R7Rudzik Excavating INC |
|---|---|---|---|---|---|---|---|---|
| 659E10001 SEEDING AND MULCHING, AS PER PLAN | 95 SY | $9.00 | $17.00 | $5.00 | $8.00 | $20.00 | $20.00 | $10.00 |
| 407E10000 TACK COAT | 20 GAL | $8.00 | $3.50 | $2.00 | $4.50 | $2.00 | $10.00 | $3.89 |
| 408E10001 PRIME COAT, AS PER PLAN |
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 →
| 1 LS |
| $18,000 |
| $5,000 |
| $20,000 |
| $100 |
| $15,400 |
| $20,000 |
| $54,175 |
| 14% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 85 CY | $110 | $130 | $116 | $120 | $145 | $150 | $109 | 7% |
| 606E15151 GUARDRAIL, TYPE MGS HALF POST SPACING, AS PER PLAN | 193.75 FT | $35.00 | $42.00 | $40.00 | $48.50 | $37.50 | $45.00 | $40.48 | 5% |
| 610E60000 RETAINING WALL, MISC.: REMOVAL OF TIMBER LAGGING | 1 LS | $6,500 | $7,000 | $6,000 | $7,000 | $19,500 | $10,000 | $7,500 | 5% |
| 503E21100 UNCLASSIFIED EXCAVATION | 100 CY | $42.00 | $100 | $80.00 | $30.00 | $55.00 | $25.00 | $100 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $4,000 | $10,000 | $16,000 | $16,000 | $4,000 | $10,000 | $25,813 | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1 1/4") | 233 SY | $14.00 | $15.00 | $9.00 | $18.50 | $27.00 | $30.00 | $24.52 | 3% |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 8 CY | $350 | $1,000 | $700 | $1,200 | $998 | $1,500 | $1,089 | 2% |
| 304E20000 AGGREGATE BASE | 17 CY | $150 | $150 | $100 | $139 | $145 | $110 | $109 | 2% |
| 621E00100 RPM | 5 EACH | $400 | $40.00 | $550 | $612 | $495 | $750 | $545 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $2,000 | $2,000 | $700 | $1,200 | $1,800 | $9,500 | $2,993 | 2% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $1,500 | $100 | $2,000 | $5,000 | $6,500 | $2,500 | $5,000 | 1% |
| 203E20000 EMBANKMENT | 56 CY | $25.00 | $25.00 | $110 | $9.50 | $45.00 | $25.00 | $114 | 1% |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $1,000 | $500 | $2,000 | $2,000 | $4,600 | $5,500 | $500 | 1% |
| 202E38000 GUARDRAIL REMOVED | 194 FT | $5.00 | $2.00 | $5.50 | $3.00 | $3.50 | $5.00 | $2.20 | 1% |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.08 MILE | $11,000 | $8,000 | $7,700 | $9,000 | $7,250 | $22,000 | $7,975 | 1% |
| 642E00300 CENTER LINE, TYPE 1 | 0.04 MILE | $22,000 | $12,000 | $15,000 | $17,000 | $14,000 | $22,000 | $15,400 | 1% |
| 30 GAL |
| $6.00 |
| $50.00 |
| $3.00 |
| $71.00 |
| $35.00 |
| $50.00 |
| $62.94 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 5 EACH | $30.00 | $5.00 | $20.00 | $57.50 | $20.00 | $50.00 | $100 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 3 EACH | $50.00 | $12.00 | $50.00 | $15.00 | $8.50 | $10.00 | $9.90 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.04 MILE | $22,000 | $6,000 | $16,000 | $18,000 | $14,950 | $22,000 | $16,445 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 0.08 MILE | $11,000 | $4,000 | $7,500 | $8,700 | $6,999 | $22,000 | $7,699 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $31,300 | $31k | 24% |
| 610E50010 RETAINING WALL, MISC.: TIMBER LAGGING | 1,330 SF | $20 | $27k | 20% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $18,000 | $18k | 14% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 85 CY | $110 | $9k | 7% |
| 606E15151 GUARDRAIL, TYPE MGS HALF POST SPACING, AS PER PLAN | 193.75 FT | $35 | $7k | 5% |
| 610E60000 RETAINING WALL, MISC.: REMOVAL OF TIMBER LAGGING | 1 LS | $6,500 | $7k | 5% |
| 503E21100 UNCLASSIFIED EXCAVATION | 100 CY | $42 | $4k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $4,000 | $4k | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1 1/4") | 233 SY | $14 | $3k | 3% |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 8 CY | $350 | $3k | 2% |