Moe-SR 536-07.48
Monroe County · est $0.6M
Bid dateThursday, July 12—
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 · 34 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Ohio-west Virginia Excavating CO | R3Alan Stone CO INC | R4Craig Edward Susany INC | % of bid |
|---|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.:SOLDIER PILES W24X176 | 1,889 FT | $100 | $120 | $112 | $120 | 30% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 1,064 FT | $112 | $105 | $125 | $150 | 19% |
| 530E00400 SPECIAL - STRUCTURES PRECAST CONCRETE LAGGING NO. | 213 EACH | $300 | $375 | $292 | $200 | 10% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 333 CY | $120 | $90.00 | $97.00 | $130 | 6% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 59 CY | $480 | $250 | $368 | $350 | 5% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 239 FT | $91.00 | $89.00 |
| Item | Quantity | R1Shelly & Sands INC | R2Ohio-west Virginia Excavating CO | R3Alan Stone CO INC | R4Craig Edward Susany INC |
|---|---|---|---|---|---|
| 202E23000 PAVEMENT REMOVED | 170 SY | $20.00 | $23.00 | $10.00 | $18.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 35 FT | $25.00 | $16.00 | $66.00 | $40.00 |
| 202E58100 CATCH BASIN REMOVED | 1 EACH | $250 | $300 | $461 | $500 |
| 202E70000 SPECIAL - FILL AND PLUG EXISTING CONDUIT | 35 FT | $30.00 | $25.00 | $75.00 | $90.00 |
| 202E98100 |
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 →
| $109 |
| $150 |
| 3% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $18,500 | $50,000 | $20,000 | 3% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $19,137 | $3,500 | $5,248 | $10,000 | 3% |
| 203E20000 EMBANKMENT | 868 CY | $21.00 | $19.00 | $61.20 | $100 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $17,500 | $28,000 | $40,000 | $50,000 | 3% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $12,500 | $3,500 | $45,000 | $10,000 | 2% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 36 CY | $325 | $250 | $342 | $300 | 2% |
| 622E41000 PORTABLE BARRIER, 32" | 820 FT | $13.00 | $17.00 | $19.00 | $20.00 | 2% |
| 614E12338 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) | 4 EACH | $2,250 | $2,000 | $2,409 | $3,000 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $9,000 | $2,400 | $8,000 | $10,000 | 1% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 16 CY | $500 | $350 | $750 | $380 | 1% |
| 606E15050 GUARDRAIL, TYPE MGS | 312.5 FT | $23.60 | $25.00 | $25.00 | $25.00 | 1% |
| 611E07201 18" CONDUIT, TYPE A, AS PER PLAN, 706.02 | 42 FT | $165 | $55.00 | $215 | $130 | 1% |
| 607E15000 FENCE, TYPE 47 | 500 FT | $12.80 | $18.00 | $14.00 | $15.00 | 1% |
| 621E00100 RPM | 14 EACH | $375 | $325 | $258 | $100 | 1% |
| 2 EACH |
| $475 |
| $600 |
| $461 |
| $1,000 |
| 203E10000 EXCAVATION | 50 CY | $17.00 | $17.00 | $28.00 | $100 |
| 204E10000 SUBGRADE COMPACTION | 260 SY | $3.50 | $6.00 | $2.50 | $2.00 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 1 EACH | $1,185 | $1,300 | $1,244 | $2,000 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | 1 EACH | $2,160 | $2,400 | $2,268 | $2,300 |
| 601E34400 ROCK CHANNEL PROTECTION, WITH GROUT TYPE B WITH AG | 2 CY | $600 | $275 | $1,748 | $700 |
| 659E10000 SEEDING AND MULCHING | 2,000 SY | $1.30 | $2.50 | $2.50 | $3.50 |
| 659E20000 COMMERCIAL FERTILIZER | 0.18 TON | $690 | $500 | $956 | $1,000 |
| 659E31000 LIME | 0.41 ACRE | $150 | $250 | $126 | $600 |
| 659E35000 WATER | 5.4 MGAL | $1.00 | $1.00 | $5.50 | $1.00 |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $1,850 | $2,500 | $461 | $10,000 |
| 511E52100 CLASS QC FS CONCRETE | 10 CY | $185 | $200 | $185 | $200 |
| 602E20000 CONCRETE MASONRY | 0.33 CY | $4,000 | $1,500 | $3,956 | $2,000 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 2 EACH | $275 | $150 | $356 | $100 |
| 304E20000 AGGREGATE BASE | 45 CY | $100 | $120 | $100 | $200 |
| 407E20000 NON-TRACKING TACK COAT | 106 GAL | $4.00 | $8.00 | $5.00 | $5.00 |
| 408E10000 PRIME COAT | 65 GAL | $20.00 | $10.00 | $16.00 | $5.00 |
| 617E10100 COMPACTED AGGREGATE | 7 CY | $180 | $190 | $279 | $200 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 14 EACH | $12.50 | $15.00 | $13.00 | $10.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 BIDIRECTIONAL | 14 EACH | $8.50 | $10.00 | $8.00 | $15.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 12 FT | $25.00 | $13.00 | $27.00 | $20.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH | $65.00 | $52.00 | $69.00 | $200 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 1 EACH | $15.00 | $19.00 | $50.00 | $100 |
| 642E00094 EDGE LINE, 6" | 0.19 MILE | $3,875 | $4,000 | $4,068 | $8,000 |
| 642E00290 CENTER LINE | 0.09 MILE | $7,750 | $8,000 | $8,135 | $8,000 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 240 FT | $5.50 | $8.00 | $8.50 | $10.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 25 FT | $30.00 | $8.00 | $27.00 | $10.00 |
| 530E00400 SPECIAL - STRUCTURESPRECAST CONCRETE LAGGING NO. 2 | 1 EACH | $650 | $2,000 | $1,480 | $250 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $4,700 | $10,000 | $4,800 | $30,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.:SOLDIER PILES W24X176 | 1,889 FT | $100 | $189k | 28% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 1,064 FT | $112 | $119k | 18% |
| 530E00400 SPECIAL - STRUCTURES PRECAST CONCRETE LAGGING NO. | 213 EACH | $300 | $64k | 10% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 333 CY | $120 | $40k | 6% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 59 CY | $480 | $28k | 4% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 239 FT | $91 | $22k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $20k | 3% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $19,137 | $19k | 3% |
| 203E20000 EMBANKMENT | 868 CY | $21 | $18k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $17,500 | $18k | 3% |