Moe-SR 26-14.76
Monroe County · est $0.6M
Bid dateThursday, July 28—
Monroe County · est $0.6M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 26 more items below.
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Shelly & Sands INC | R3Alan Stone CO INC | R4Litman Excavating INC | % of bid |
|---|---|---|---|---|---|---|
| 507E00410 STEEL PILES, MISC.:W21x101 | 1,224 EACH | $95.50 | $100 | $110 | $100 | 25% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 781 FT | $62.00 | $83.00 | $85.00 | $73.83 | 10% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 1,925 SF | $25.00 | $27.00 | $21.00 | $20.62 | 10% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $41,600 | $14,000 | $55,600 | $17,250 | 9% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 396 FT | $98.00 | $95.00 | $100 | $76.14 | 8% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 98 CY | $260 | $470 | $400 |
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Shelly & Sands INC | R3Alan Stone CO INC | R4Litman Excavating INC |
|---|---|---|---|---|---|
| 202E23000 PAVEMENT REMOVED | 318 SY | $15.00 | $20.00 | $20.00 | $19.01 |
| 202E38000 GUARDRAIL REMOVED | 250 FT | $6.00 | $2.50 | $4.00 | $2.53 |
| 204E10000 SUBGRADE COMPACTION | 355 SY | $5.00 | $2.00 | $3.00 | $3.45 |
| 659E10000 SEEDING AND MULCHING | 823 SY | $4.00 | $3.80 | $2.00 | $5.46 |
| 659E20000 COMMERCIAL FERTILIZER |
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 →
| $541 |
| 5% |
| 203E20000 EMBANKMENT | 373 CY | $64.00 | $18.00 | $16.00 | $17.17 | 5% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 147 CY | $124 | $150 | $100 | $172 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $15,700 | $20,000 | $16,000 | $23,000 | 3% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,200 FT | $13.00 | $12.00 | $21.00 | $11.84 | 3% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 134 SY | $98.00 | $100 | $90.00 | $92.00 | 3% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 55 CY | $230 | $492 | $500 | $566 | 3% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $10,000 | $3,000 | $9,500 | $5,750 | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 250 FT | $32.00 | $26.50 | $27.00 | $33.81 | 2% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $1,950 | $2,175 | $2,800 | $2,714 | 2% |
| 203E10000 EXCAVATION | 228 CY | $33.50 | $12.00 | $21.00 | $23.35 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $7,300 | $4,050 | $5,000 | $13,225 | 2% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $7,000 | $14,000 | $2,000 | $6,440 | 1% |
| 304E20000 AGGREGATE BASE | 57 CY | $100 | $100 | $110 | $75.54 | 1% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $4,800 | $12,000 | $7,500 | $23,000 | 1% |
| 0.08 TON |
| $950 |
| $903 |
| $1,000 |
| $978 |
| 659E31000 LIME | 0.17 ACRE | $200 | $154 | $800 | $86.24 |
| 659E35000 WATER | 5 MGAL | $1.00 | $1.00 | $0.01 | $1.15 |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 201 FT | $6.00 | $5.50 | $5.00 | $10.64 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 3 FT | $9.00 | $50.00 | $65.00 | $94.21 |
| 605E31100 AGGREGATE DRAINS | 40 FT | $37.00 | $15.00 | $30.00 | $57.50 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 1 EACH | $700 | $225 | $300 | $348 |
| 407E20000 NON-TRACKING TACK COAT | 102 GAL | $13.00 | $4.00 | $4.00 | $4.60 |
| 408E10000 PRIME COAT | 125 GAL | $27.00 | $20.00 | $5.00 | $23.00 |
| 617E10100 COMPACTED AGGREGATE | 13 CY | $215 | $195 | $200 | $398 |
| 621E00100 RPM | 18 EACH | $173 | $165 | $200 | $224 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 18 EACH | $28.00 | $25.00 | $10.00 | $56.62 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.27 MILE | $3,600 | $3,450 | $3,500 | $3,968 |
| 642E00300 CENTER LINE, TYPE 1 | 0.13 MILE | $7,000 | $6,750 | $6,700 | $7,763 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BIRECTIONAL | 24 EACH | $29.00 | $10.00 | $27.00 | $32.20 |
| 614E13360 OBJECT MARKER, TWO WAY | 24 EACH | $40.00 | $15.00 | $30.00 | $43.70 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 0.44 MILE | $4,900 | $4,675 | $4,700 | $5,376 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 24 FT | $15.00 | $14.00 | $14.00 | $23.00 |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 15 CY | $206 | $400 | $400 | $277 |
| 524E95000 DRILLED SHAFTS, MISC.:EXTENSION | 12 FT | $134 | $90.00 | $100 | $863 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $780 | $5,000 | $4,500 | $5,750 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00410 STEEL PILES, MISC.:W21x101 | 1,224 EACH | $95.5 | $117k | 23% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 781 FT | $62 | $48k | 9% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 1,925 SF | $25 | $48k | 9% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $41,600 | $42k | 8% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 396 FT | $98 | $39k | 8% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 98 CY | $260 | $25k | 5% |
| 203E20000 EMBANKMENT | 373 CY | $64 | $24k | 5% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 147 CY | $124 | $18k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $15,700 | $16k | 3% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,200 FT | $13 | $16k | 3% |