Moe-CR 81-01.55
Monroe County · est $0.3M
Bid dateThursday, December 13—
Monroe 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 · 31 more items below.
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Shelly & Sands INC | R3Alan Stone CO INC | R4Craig Edward Susany INC | R5R C Construction Company And Son | % of bid |
|---|---|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.:HP14X89, FURNISHED, AS PER PLAN | 560 FT | $87.00 | $55.50 | $57.00 | $57.00 | $70.00 | 23% |
| 524E94803 DRILLED SHAFTS, 42" DIAMETER, ABOVE BEDROCK, AS PE | 196 FT | $115 | $124 | $102 | $165 | $150 | 11% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 170 FT | $125 | $135 | $133 | $91.00 | $125 | 10% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $21,000 | $17,460 | $21,000 | $30,000 | $40,000 | 10% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 205 FT | $92.00 | $95.00 | $80.00 | $91.00 | $125 | 9% |
| 624E10000 MOBILIZATION |
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Shelly & Sands INC | R3Alan Stone CO INC | R4Craig Edward Susany INC | R5R C Construction Company And Son |
|---|---|---|---|---|---|---|
| 202E23010 PAVEMENT REMOVED, ASPHALT | 72 SY | $25.00 | $12.00 | $13.00 | $10.00 | $20.00 |
| 203E10000 EXCAVATION | 74 CY | $20.00 | $30.00 | $25.00 | $15.00 | $20.00 |
| 203E20000 EMBANKMENT | 36 CY | $23.00 | $50.00 | $17.00 | $100 | $20.00 |
| 204E10000 SUBGRADE COMPACTION | 136 SY | $5.00 |
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 →
| 1 LS |
| $10,000 |
| $10,000 |
| $22,000 |
| $10,000 |
| $12,500 |
| 5% |
| 507E00400 STEEL PILES, MISC.:HP14X89, PLACED, AS PER PLAN | 473 FT | $20.00 | $3.50 | $4.00 | $1.00 | $10.00 | 4% |
| 511E71200 CONCRETE, MISC.:PRECAST CONCRETE LAGGING | 495 SF | $18.50 | $16.00 | $15.00 | $16.00 | $25.00 | 4% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 150 SY | $60.00 | $75.00 | $147 | $100 | $100 | 4% |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $6,500 | $12,000 | $1,800 | $1,000 | $8,500 | 3% |
| 614E12338 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) | 2 EACH | $2,500 | $2,460 | $2,100 | $3,000 | $1,500 | 2% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $4,500 | $6,000 | $6,500 | $3,000 | $2,500 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $4,000 | $2,194 | $2,000 | $9,000 | $12,000 | 2% |
| 622E41000 PORTABLE BARRIER, 32" | 220 FT | $18.00 | $29.00 | $22.00 | $22.00 | $20.00 | 2% |
| 606E15200 GUARDRAIL, TYPE MGS HALF POST SPACING WITH LONG PO | 150 FT | $24.00 | $29.20 | $32.00 | $40.00 | $65.00 | 2% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 12 CY | $300 | $758 | $499 | $800 | $700 | 2% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 12 CY | $300 | $798 | $656 | $1,000 | $700 | 2% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 20 CY | $175 | $125 | $328 | $110 | $85.00 | 2% |
| 659E00300 TOPSOIL | 61 CY | $50.00 | $25.00 | $53.00 | $10.00 | $20.00 | 1% |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 1% |
| $6.00 |
| $2.50 |
| $3.00 |
| $2.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, NCHRP 350 | 1 EACH | $2,800 | $2,525 | $2,362 | $2,100 | $3,500 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $900 | $920 | $945 | $1,000 | $1,800 |
| 601E21050 TIED CONCRETE BLOCK MAT, TYPE 1 | 2 SY | $300 | $110 | $320 | $130 | $200 |
| 659E10000 SEEDING AND MULCHING | 548 SY | $5.00 | $4.50 | $2.00 | $6.00 | $10.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 28 SY | $1.00 | $0.70 | $8.00 | $0.60 | $0.20 |
| 659E20000 COMMERCIAL FERTILIZER | 0.07 TON | $300 | $700 | $2,970 | $500 | $1,200 |
| 659E31000 LIME | 0.11 ACRE | $200 | $150 | $764 | $100 | $800 |
| 659E35000 WATER | 3 MGAL | $1.00 | $1.00 | $21.00 | $1.00 | $1.00 |
| 611E01500 6" CONDUIT, TYPE F | 7 FT | $25.00 | $30.00 | $76.00 | $8.00 | $20.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 1 EACH | $300 | $250 | $345 | $150 | $200 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 200 FT | $6.00 | $2.50 | $24.00 | $9.00 | $20.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE1.5 INCHES | 129 SY | $17.00 | $39.00 | $37.00 | $40.00 | $100 |
| 254E01600 PATCHING PLANED SURFACE | 13 SY | $80.00 | $30.00 | $21.00 | $60.00 | $75.00 |
| 304E20000 AGGREGATE BASE | 14 CY | $165 | $125 | $138 | $200 | $85.00 |
| 407E20000 NON-TRACKING TACK COAT | 16 GAL | $5.00 | $3.00 | $6.00 | $6.00 | $10.00 |
| 617E10100 COMPACTED AGGREGATE | 17 CY | $150 | $115 | $140 | $200 | $85.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2BIDIRECTIONAL | 3 EACH | $13.00 | $12.00 | $8.00 | $10.00 | $20.00 |
| 614E11630 INCREASED BARRIER DELINEATION | 220 FT | $3.00 | $0.50 | $3.00 | $3.00 | $5.00 |
| 614E13310 BARRIER REFLECTOR, TYPE 1BIDIRECTIONAL | 6 EACH | $40.00 | $7.50 | $53.00 | $10.00 | $20.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 6 EACH | $20.00 | $12.50 | $53.00 | $10.00 | $20.00 |
| 614E22100 WORK ZONE EDGE LINE, CLASS I, 4", 642 PAINT | 0.1 MILE | $8,500 | $8,000 | $8,397 | $10,000 | $12,500 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 18 FT | $25.00 | $24.00 | $26.00 | $25.00 | $50.00 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $2,500 | $11,500 | $4,500 | $5,000 | $6,500 |
| 616E10000 WATER | 2 MGAL | $8.00 | $20.00 | $21.00 | $1.00 | $1.00 |
| 512E10000 SEALING OF CONCRETE SURFACES | 30 SY | $20.00 | $50.00 | $63.00 | $25.00 | $50.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 96 FT | $8.00 | $3.50 | $14.00 | $6.00 | $20.00 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $1,000 | $5,500 | $4,500 | $3,500 | $12,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.:HP14X89, FURNISHED, AS PER PLAN | 560 FT | $87 | $49k | 20% |
| 524E94803 DRILLED SHAFTS, 42" DIAMETER, ABOVE BEDROCK, AS PE | 196 FT | $115 | $23k | 9% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 170 FT | $125 | $21k | 9% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $21,000 | $21k | 9% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 205 FT | $92 | $19k | 8% |
| 624E10000 MOBILIZATION | 1 LS | $10,000 | $10k | 4% |
| 507E00400 STEEL PILES, MISC.:HP14X89, PLACED, AS PER PLAN | 473 FT | $20 | $9k | 4% |
| 511E71200 CONCRETE, MISC.:PRECAST CONCRETE LAGGING | 495 SF | $18.5 | $9k | 4% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 150 SY | $60 | $9k | 4% |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $6,500 | $7k | 3% |