MRG-SR 60-03.90
MRG County · est $0.5M
Bid dateThursday, August 23—
MRG County · est $0.5M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 32 more items below.
| Item | Quantity | R1Alan Stone CO INC | R2Ohio-west Virginia Excavating CO | R3Shelly & Sands INC | R4R C Construction Company And Son INC | R5Craig Edward Susany INC | % of bid |
|---|---|---|---|---|---|---|---|
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 1,408 FT | $68.00 | $65.00 | $81.70 | $110 | $135 | 24% |
| 507E00400 STEEL PILES, MISC.: SOLDIER PILES, HP14x73 | 1,448 FT | $41.00 | $44.00 | $38.00 | $55.00 | $48.00 | 15% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 262 CY | $221 | $220 | $210 | $300 | $220 | 15% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 495 FT | $80.00 | $131 | $115 | $110 | $174 | 10% |
| 530E00400 SPECIAL - STRUCTURES: PRECAST CONCRETE LAGGING NO. | 98 EACH | $200 | $305 | $225 | $200 | $250 | 5% |
| Item | Quantity | R1Alan Stone CO INC | R2Ohio-west Virginia Excavating CO | R3Shelly & Sands INC | R4R C Construction Company And Son INC | R5Craig Edward Susany INC |
|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,000 | $5,000 | $9,000 | $2,500 | $3,000 |
| 202E23010 PAVEMENT REMOVED, ASPHALT | 127 SY | $10.00 | $20.00 | $17.00 | $20.00 | $35.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 71 FT | $18.00 | $40.00 | $12.00 | $10.00 | $60.00 |
| 202E38000 GUARDRAIL REMOVED | 238 FT |
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 |
| $19,000 |
| $7,000 |
| $20,000 |
| $15,000 |
| $20,000 |
| 5% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $16,000 | $26,250 | $17,500 | $40,000 | $50,000 | 4% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 24 CY | $525 | $525 | $500 | $285 | $550 | 3% |
| 611E07200 18" CONDUIT, TYPE A | 73 FT | $157 | $65.00 | $130 | $150 | $70.00 | 3% |
| 622E41000 PORTABLE BARRIER, 32" | 510 FT | $19.00 | $20.00 | $25.00 | $25.00 | $31.00 | 2% |
| 613E41300 LOW STRENGTH MORTAR BACKFILL (TYPE 2) | 85 CY | $105 | $125 | $100 | $125 | $112 | 2% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 15 CY | $490 | $417 | $455 | $250 | $800 | 2% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $7,000 | $3,500 | $15,500 | $10,000 | $55,000 | 2% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 55 CY | $127 | $145 | $270 | $65.00 | $110 | 2% |
| 202E32500 CURB AND GUTTER REMOVED | 220 FT | $25.00 | $10.00 | $3.50 | $5.00 | $20.00 | 1% |
| 606E15050 GUARDRAIL, TYPE MGS | 200 FT | $27.00 | $28.00 | $25.00 | $38.00 | $25.00 | 1% |
| 602E20000 CONCRETE MASONRY | 4.8 CY | $986 | $1,800 | $2,700 | $550 | $1,000 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $4,500 | $1,500 | $6,000 | $10,500 | $10,000 | 1% |
| 614E12338 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) | 2 EACH | $2,152 | $2,500 | $2,050 | $2,500 | $3,000 | 1% |
| 601E34400 ROCK CHANNEL PROTECTION, WITH GROUT, TYPE B WITH A | 7 CY | $446 | $140 | $300 | $250 | $400 | 1% |
| $1.50 |
| $5.00 |
| $2.50 |
| $2.00 |
| $2.00 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 1 EACH | $120 | $500 | $150 | $500 | $250 |
| 203E10000 EXCAVATION | 25 CY | $33.00 | $31.50 | $15.00 | $10.00 | $100 |
| 203E20000 EMBANKMENT | 113 CY | $9.50 | $30.00 | $15.00 | $10.00 | $100 |
| 204E10000 SUBGRADE COMPACTION | 152 SY | $2.50 | $8.00 | $4.00 | $2.00 | $3.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE EMISSING SUPP DESC | 1 EACH | $2,310 | $2,300 | $2,200 | $3,500 | $2,000 |
| 659E10000 SEEDING AND MULCHING | 1,000 SY | $1.50 | $3.25 | $1.75 | $5.00 | $4.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.1 TON | $2,772 | $900 | $900 | $1,200 | $1,000 |
| 659E31000 LIME | 0.21 ACRE | $736 | $100 | $155 | $800 | $1,000 |
| 659E35000 WATER | 6 MGAL | $3.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $200 | $2,500 | $1,750 | $7,500 | $5,000 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 2 EACH | $314 | $225 | $275 | $200 | $400 |
| 304E20000 AGGREGATE BASE | 26 CY | $95.00 | $170 | $70.00 | $65.00 | $100 |
| 407E20000 NON-TRACKING TACK COAT | 538 GAL | $3.50 | $3.25 | $3.00 | $5.00 | $5.00 |
| 408E10000 PRIME COAT | 144 GAL | $11.00 | $5.00 | $20.00 | $10.00 | $5.00 |
| 617E10100 COMPACTED AGGREGATE | 15 CY | $135 | $100 | $155 | $65.00 | $100 |
| 614E13360 OBJECT MARKER, TWO WAY | 6 EACH | $53.00 | $25.00 | $20.00 | $20.00 | $10.00 |
| 621E00100 RPM | 56 EACH | $52.00 | $50.00 | $100 | $200 | $30.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 56 EACH | $16.00 | $10.00 | $6.00 | $20.00 | $10.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 6 EACH | $8.50 | $50.00 | $8.00 | $10.00 | $15.00 |
| 642E00094 EDGE LINE, 6" | 0.52 MILE | $2,152 | $2,300 | $2,050 | $8,500 | $4,000 |
| 642E00194 LANE LINE, 6" | 0.17 MILE | $4,724 | $5,000 | $4,500 | $8,500 | $5,000 |
| 642E00290 CENTER LINE | 0.26 MILE | $2,624 | $2,800 | $2,500 | $8,500 | $4,000 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 220 FT | $8.00 | $8.00 | $6.00 | $15.00 | $20.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 10 FT | $51.00 | $9.00 | $40.00 | $15.00 | $20.00 |
| 524E95000 DRILLED SHAFTS, MISC.: EXTENSION | 21 FT | $66.00 | $108 | $35.00 | $100 | $500 |
| 530E00400 SPECIAL - STRUCTURES: PRECAST CONCRETE LAGGING NO. | 1 EACH | $1,284 | $1,670 | $750 | $750 | $1,500 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $3,000 | $3,600 | $3,207 | $20,000 | $30,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 1,408 FT | $68 | $96k | 22% |
| 507E00400 STEEL PILES, MISC.: SOLDIER PILES, HP14x73 | 1,448 FT | $41 | $59k | 14% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 262 CY | $221 | $58k | 13% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 495 FT | $80 | $40k | 9% |
| 530E00400 SPECIAL - STRUCTURES: PRECAST CONCRETE LAGGING NO. | 98 EACH | $200 | $20k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $19,000 | $19k | 4% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $16,000 | $16k | 4% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 24 CY | $525 | $13k | 3% |
| 611E07200 18" CONDUIT, TYPE A | 73 FT | $157 | $11k | 3% |
| 622E41000 PORTABLE BARRIER, 32" | 510 FT | $19 | $10k | 2% |