MOE-SR 255-14.30
MOE County · est $0.6M
Bid dateThursday, July 26—
MOE County · est $0.6M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 33 more items below.
| Item | Quantity | R1R C Construction Company And Son | R2INC Ohio-west Virginia Excavating CO | R3Alan Stone CO INC | R4Shelly & Sands INC | R5Righter Company INC | % of bid |
|---|---|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: SOLDIER PILES, W21X101 | 1,260 FT | $65.00 | $69.00 | $60.00 | $57.00 | $75.00 | 16% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 731 FT | $100 | $91.00 | $90.00 | $119 | $175 | 15% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 813 SY | $75.00 | $44.97 | $82.00 | $64.00 | $90.00 | 12% |
| 302E46000 ASPHALT CONCRETE BASE, PG64-22 | 163 CY | $250 | $250 | $250 | $235 | $235 | 8% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 327 FT | $100 | $93.00 | $88.00 | $115 | $100 | 7% |
| 614E11000 |
| Item | Quantity | R1R C Construction Company And Son | R2INC Ohio-west Virginia Excavating CO | R3Alan Stone CO INC | R4Shelly & Sands INC | R5Righter Company INC |
|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,500 | $4,800 | $10,000 | $4,000 | $2,000 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 47 FT | $20.00 | $13.00 | $37.00 | $17.50 | $15.00 |
| 202E38000 GUARDRAIL REMOVED | 86 FT | $5.00 | $4.00 | $20.00 | $5.00 | $6.00 |
| 204E10000 SUBGRADE COMPACTION | 1,087 SY |
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 |
| $30,000 |
| $36,500 |
| $34,400 |
| $14,050 |
| $50,000 |
| 6% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 86 CY | $275 | $300 | $290 | $272 | $272 | 5% |
| 610E50000 RETAINING WALL, MISC.: PRECAST CONCRETE PANEL 1 | 160 EACH | $125 | $280 | $205 | $275 | $250 | 4% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $18,000 | $8,500 | $3,700 | $4,311 | $10,500 | 4% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $15,000 | $2,000 | $6,300 | $8,690 | $12,000 | 3% |
| 202E23000 PAVEMENT REMOVED | 893 SY | $15.00 | $12.00 | $15.00 | $15.00 | $10.00 | 3% |
| 304E20000 AGGREGATE BASE | 171 CY | $75.00 | $90.00 | $80.00 | $95.00 | $90.00 | 3% |
| 203E20000 EMBANKMENT | 1,228 CY | $10.00 | $16.00 | $10.00 | $25.00 | $15.00 | 2% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $10,000 | $28,500 | $30,000 | $39,500 | $20,000 | 2% |
| 624E10000 MOBILIZATION | 1 LS | $10,000 | $20,000 | $27,000 | $20,000 | $20,000 | 2% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 116 CY | $85.00 | $104 | $150 | $115 | $100 | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 400 FT | $22.00 | $22.00 | $20.00 | $18.50 | $18.50 | 2% |
| 203E10000 EXCAVATION | 862 CY | $10.00 | $13.00 | $6.00 | $20.00 | $15.00 | 2% |
| 622E41000 PORTABLE BARRIER, 32" | 430 FT | $20.00 | $15.00 | $21.00 | $25.00 | $30.00 | 2% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 16 CY | $450 | $350 | $500 | $425 | $750 | 1% |
| $2.00 |
| $2.50 |
| $2.50 |
| $4.00 |
| $2.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE EMASH 2016 COMPLIANT | 2 EACH | $2,400 | $2,000 | $2,362 | $2,250 | $2,250 |
| 601E34400 ROCK CHANNEL PROTECTION, WITH GROUT TYPE C | 3 CY | $650 | $200 | $1,038 | $425 | $300 |
| 659E10000 SEEDING AND MULCHING | 454 SY | $5.00 | $3.50 | $2.50 | $4.25 | $6.50 |
| 659E20000 COMMERCIAL FERTILIZER | 0.07 TON | $1,200 | $500 | $2,772 | $585 | $400 |
| 659E31000 LIME | 0.1 ACRE | $800 | $250 | $735 | $140 | $90.00 |
| 659E35000 WATER | 2 MGAL | $1.00 | $10.00 | $3.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 0.31 CY | $1,500 | $2,500 | $2,259 | $2,500 | $2,500 |
| 611E07200 18" CONDUIT, TYPE A , 706.02 | 40 FT | $175 | $95.00 | $222 | $140 | $125 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 2 EACH | $175 | $200 | $319 | $225 | $250 |
| 613E41300 LOW STRENGTH MORTAR BACKFILL (TYPE 2) | 13 CY | $125 | $140 | $135 | $99.00 | $150 |
| 407E20000 NON-TRACKING TACK COAT | 104 GAL | $10.00 | $2.50 | $4.00 | $2.20 | $2.20 |
| 408E10000 PRIME COAT | 76 GAL | $20.00 | $5.00 | $16.00 | $15.00 | $15.00 |
| 617E10100 COMPACTED AGGREGATE | 13 CY | $75.00 | $125 | $175 | $125 | $100 |
| 621E00100 RPM | 11 EACH | $250 | $80.00 | $300 | $75.00 | $75.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 11 EACH | $50.00 | $12.00 | $12.00 | $13.00 | $10.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 BIDIRECTIONAL | 13 EACH | $10.00 | $8.00 | $8.50 | $8.00 | $8.00 |
| 642E00094 EDGE LINE, 6" | 0.16 MILE | $12,500 | $5,000 | $4,724 | $4,500 | $4,500 |
| 642E00290 CENTER LINE | 0.08 MILE | $12,500 | $9,000 | $9,027 | $8,600 | $8,600 |
| 614E12338 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) | 2 EACH | $2,000 | $2,000 | $2,900 | $2,250 | $2,250 |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $500 | $3,500 | $7,500 | $21,000 | $5,000 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BIDIRECTIONAL) | 19 EACH | $10.00 | $53.00 | $53.00 | $7.00 | $50.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 19 EACH | $20.00 | $18.00 | $53.00 | $13.00 | $50.00 |
| 614E22000 WORK ZONE EDGE LINE, CLASS I, 4" | 0.23 MILE | $12,500 | $3,400 | $3,359 | $3,200 | $3,200 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 20 FT | $50.00 | $22.00 | $23.00 | $21.75 | $21.75 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 237 FT | $20.00 | $8.00 | $6.00 | $5.00 | $10.00 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 9 FT | $20.00 | $8.00 | $56.00 | $35.00 | $20.00 |
| 610E50000 RETAINING WALL, MISC.: PRECAST CONCRETE PANEL 2 | 2 EACH | $125 | $325 | $333 | $425 | $250 |
| 610E50000 RETAINING WALL, MISC.: PRECAST CONCRETE PANEL 3 | 1 EACH | $2,500 | $900 | $976 | $650 | $500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: SOLDIER PILES, W21X101 | 1,260 FT | $65 | $82k | 15% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 731 FT | $100 | $73k | 13% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 813 SY | $75 | $61k | 11% |
| 302E46000 ASPHALT CONCRETE BASE, PG64-22 | 163 CY | $250 | $41k | 7% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 327 FT | $100 | $33k | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $30,000 | $30k | 5% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 86 CY | $275 | $24k | 4% |
| 610E50000 RETAINING WALL, MISC.: PRECAST CONCRETE PANEL 1 | 160 EACH | $125 | $20k | 4% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $18,000 | $18k | 3% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $15,000 | $15k | 3% |