Moe-SR 536-02.26
Monroe County · est $0.5M
Bid dateThursday, August 23—
Monroe 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 · 25 more items below.
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Alan Stone CO INC | R3Shelly & Sands INC | R4Righter Company INC | % of bid |
|---|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.:SOLDIER PILES, W24X117 | 1,560 FT | $72.00 | $62.00 | $63.00 | $79.00 | 29% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 1,155 FT | $83.00 | $87.00 | $110 | $156 | 25% |
| 610E50000 RETAINING WALL, MISC.:PRECAST CONCRETE PANEL 1 | 135 EACH | $325 | $214 | $260 | $300 | 11% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $31,700 | $35,000 | $18,150 | $30,000 | 8% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 199 FT | $90.00 | $80.00 | $120 | $125 | 5% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 60 CY | $225 | $473 | $500 |
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Alan Stone CO INC | R3Shelly & Sands INC | R4Righter Company INC |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $1,500 | $2,000 | $2,000 | $3,000 |
| 202E38000 GUARDRAIL REMOVED | 51 FT | $5.00 | $1.00 | $6.50 | $5.00 |
| 203E10000 EXCAVATION | 16 CY | $22.00 | $27.00 | $17.00 | $25.00 |
| 204E10000 SUBGRADE COMPACTION | 184 SY | $7.00 | $2.50 | $5.00 | $2.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE EMISSING SUPP DESC |
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 →
| $357 |
| 4% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 95 CY | $110 | $137 | $130 | $100 | 3% |
| 302E46000 ASPHALT CONCRETE BASE, PG64-22 | 24 CY | $275 | $394 | $580 | $560 | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 250 FT | $26.00 | $29.00 | $27.00 | $27.00 | 2% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 15 CY | $375 | $457 | $475 | $500 | 1% |
| 622E41000 PORTABLE BARRIER, 32" | 350 FT | $15.00 | $24.00 | $27.00 | $30.00 | 1% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 78 SY | $65.00 | $183 | $100 | $80.00 | 1% |
| 624E10000 MOBILIZATION | 1 LS | $5,000 | $30,100 | $10,000 | $20,000 | 1% |
| 614E12338 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) | 2 EACH | $2,300 | $2,362 | $2,250 | $2,485 | 1% |
| 203E20000 EMBANKMENT | 106 CY | $35.00 | $5.50 | $18.00 | $25.00 | 1% |
| 304E20000 AGGREGATE BASE | 26 CY | $135 | $91.00 | $95.00 | $100 | 1% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $3,500 | $5,248 | $15,529 | $1,000 | 1% |
| 202E23000 PAVEMENT REMOVED | 135 SY | $25.00 | $9.50 | $30.00 | $20.00 | 1% |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | 1% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $3,000 | $1,647 | $2,950 | $2,000 | 1% |
| 1 EACH |
| $2,300 |
| $2,362 |
| $2,250 |
| $2,250 |
| 659E10000 SEEDING AND MULCHING | 392 SY | $7.00 | $3.00 | $3.75 | $3.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.06 TON | $400 | $2,772 | $580 | $750 |
| 659E31000 LIME | 0.08 ACRE | $100 | $735 | $155 | $250 |
| 659E35000 WATER | 2 MGAL | $1.00 | $3.00 | $1.00 | $10.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 2 EACH | $235 | $326 | $250 | $600 |
| 407E20000 NON-TRACKING TACK COAT | 78 GAL | $9.00 | $5.50 | $5.00 | $4.00 |
| 408E10000 PRIME COAT | 93 GAL | $8.00 | $16.00 | $20.00 | $5.00 |
| 617E10100 COMPACTED AGGREGATE | 16 CY | $100 | $125 | $100 | $100 |
| 621E00100 RPM | 13 EACH | $210 | $202 | $400 | $190 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 13 EACH | $18.00 | $11.00 | $7.00 | $10.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BI-DIRECTIONAL | 7 EACH | $50.00 | $9.00 | $8.50 | $8.50 |
| 642E00094 EDGE LINE, 6" | 0.2 MILE | $3,200 | $3,149 | $3,000 | $3,000 |
| 642E00290 CENTER LINE | 0.1 MILE | $6,200 | $6,298 | $6,000 | $6,000 |
| 614E13312 BARRIER REFLECTOR, TYPE 2, BI-DIRECTIONAL | 8 EACH | $50.00 | $53.00 | $12.00 | $50.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 7 EACH | $25.00 | $53.00 | $18.00 | $50.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 218 FT | $8.00 | $8.00 | $5.00 | $10.00 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 119 FT | $8.00 | $33.00 | $15.00 | $15.00 |
| 610E50000 RETAINING WALL, MISC.:PRECAST CONCRETE PANEL 2 | 1 EACH | $1,500 | $368 | $340 | $350 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $2,000 | $3,000 | $3,652 | $7,500 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $1,500 | $4,500 | $6,500 | $5,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.:SOLDIER PILES, W24X117 | 1,560 FT | $72 | $112k | 27% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 1,155 FT | $83 | $96k | 23% |
| 610E50000 RETAINING WALL, MISC.:PRECAST CONCRETE PANEL 1 | 135 EACH | $325 | $44k | 11% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $31,700 | $32k | 8% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 199 FT | $90 | $18k | 4% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 60 CY | $225 | $14k | 3% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 95 CY | $110 | $10k | 3% |
| 302E46000 ASPHALT CONCRETE BASE, PG64-22 | 24 CY | $275 | $7k | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 250 FT | $26 | $7k | 2% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 15 CY | $375 | $6k | 1% |