MRG-SR 376-12.87
MRG County · est $1.3M
Bid dateThursday, June 18—
MRG County · est $1.3M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 29 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Ohio-west Virginia Excavating CO | R3Alan Stone CO INC | R4George J Igel & CO INC | R5Great Lakes Construction CO | % of bid |
|---|---|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: SOLDIER PILES W24x207 | 3,782 FT | $98.00 | $106 | $110 | $109 | $125 | 33% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 3,235 FT | $70.00 | $81.00 | $81.00 | $87.50 | $125 | 20% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 1,130 FT | $100 | $205 | $130 | $200 | $175 | 10% |
| 530E00400 SPECIAL - STRUCTURES PRECAST CONCRETE LAGGING NO. | 226 EACH | $380 | $415 | $332 | $360 | $400 | 8% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 185 CY | $225 | $230 | $277 | $280 | $225 | 4% |
| 518E21200 |
| Item | Quantity | R1Shelly & Sands INC | R2Ohio-west Virginia Excavating CO | R3Alan Stone CO INC | R4George J Igel & CO INC | R5Great Lakes Construction CO |
|---|---|---|---|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 653 FT | $2.50 | $5.00 | $3.00 | $4.50 | $4.00 |
| 202E75000 FENCE REMOVED | 135 FT | $5.00 | $13.00 | $2.00 | $7.50 | $6.00 |
| 202E98100 REMOVAL MISC.: EXISTING PILES | 21 EACH | $200 | $155 | $517 | $250 | $400 |
| 204E10000 SUBGRADE COMPACTION | 984 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 →
| 478 CY |
| $85.00 |
| $84.00 |
| $94.50 |
| $75.00 |
| $95.00 |
| 4% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $10,000 | $43,000 | $40,000 | $40,000 | 4% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 151 CY | $220 | $195 | $213 | $225 | $220 | 3% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $30,000 | $3,000 | $8,600 | $20,000 | $40,000 | 3% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $25,021 | $58,500 | $91,000 | $65,000 | $70,000 | 2% |
| 304E20000 AGGREGATE BASE | 242 CY | $72.00 | $65.00 | $81.00 | $65.00 | $80.00 | 2% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 234 SY | $60.00 | $82.00 | $72.50 | $75.00 | $100 | 1% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 36 CY | $350 | $615 | $516 | $500 | $450 | 1% |
| 606E15050 GUARDRAIL, TYPE MGS | 675 FT | $18.50 | $20.00 | $21.50 | $17.25 | $16.46 | 1% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $11,000 | $600 | $16,000 | $14,750 | $10,000 | 1% |
| 203E20000 EMBANKMENT | 912 CY | $11.00 | $30.00 | $13.50 | $30.00 | $10.00 | 1% |
| 203E10000 EXCAVATION | 869 CY | $10.00 | $25.00 | $13.50 | $15.00 | $20.00 | 1% |
| 530E00400 SPECIAL - STRUCTURES PRECAST CONCRETE LAGGING NO. | 16 EACH | $480 | $858 | $367 | $525 | $410 | 1% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $7,500 | $1,800 | $18,000 | $4,000 | $10,000 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $6,800 | $15,000 | $8,000 | $12,500 | $10,500 | 1% |
| $3.00 |
| $3.50 |
| $3.45 |
| $3.00 |
| 606E20050 ROUNDED END SECTION | 1 EACH | $50.00 | $73.00 | $75.00 | $36.75 | $35.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 1 EACH | $2,300 | $2,500 | $2,800 | $2,200 | $2,100 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $850 | $1,000 | $1,200 | $860 | $820 |
| 690E50350 SPECIAL - MAILBOX REMOVED AND RESET | 1 EACH | $200 | $500 | $1,100 | $180 | $100 |
| 659E10000 SEEDING AND MULCHING | 1,361 SY | $1.50 | $2.00 | $2.00 | $1.50 | $4.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.19 TON | $610 | $420 | $668 | $640 | $500 |
| 659E31000 LIME | 0.28 ACRE | $80.00 | $112 | $824 | $80.00 | $200 |
| 659E35000 WATER | 3.67 MGAL | $1.00 | $1.00 | $116 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 4,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 70 FT | $15.00 | $35.00 | $28.50 | $33.00 | $75.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 2 EACH | $325 | $225 | $238 | $250 | $325 |
| 407E20000 NON-TRACKING TACK COAT | 271 GAL | $3.00 | $2.00 | $4.00 | $4.00 | $3.00 |
| 408E10000 PRIME COAT | 89 GAL | $20.00 | $2.00 | $31.50 | $8.50 | $10.00 |
| 617E10100 COMPACTED AGGREGATE | 19 CY | $125 | $128 | $129 | $85.00 | $190 |
| 614E13312 BARRIER REFLECTOR, TYPE 2 (BI-DIRECTIONAL) | 14 EACH | $8.50 | $25.00 | $10.50 | $10.50 | $10.00 |
| 621E00100 RPM | 25 EACH | $175 | $130 | $144 | $130 | $143 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 25 EACH | $8.00 | $55.00 | $33.50 | $11.00 | $15.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.38 MILE | $6,430 | $3,000 | $3,300 | $2,900 | $3,590 |
| 642E00300 CENTER LINE, TYPE 1 | 0.19 MILE | $6,615 | $5,500 | $5,700 | $5,000 | $7,595 |
| 614E12338 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) | 2 EACH | $2,100 | $2,500 | $2,700 | $2,100 | $1,950 |
| 614E13360 OBJECT MARKER, TWO WAY | 14 EACH | $12.00 | $40.00 | $41.50 | $16.25 | $18.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 647 FT | $5.00 | $6.50 | $9.00 | $4.75 | $12.00 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 22 FT | $18.00 | $22.00 | $70.00 | $20.00 | $40.00 |
| 524E95000 DRILLED SHAFTS, MISC.: EXTENSION | 34.5 FT | $125 | $175 | $65.50 | $70.00 | $400 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $4,900 | $5,000 | $8,650 | $7,500 | $15,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: SOLDIER PILES W24x207 | 3,782 FT | $98 | $371k | 32% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 3,235 FT | $70 | $226k | 19% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 1,130 FT | $100 | $113k | 10% |
| 530E00400 SPECIAL - STRUCTURES PRECAST CONCRETE LAGGING NO. | 226 EACH | $380 | $86k | 7% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 185 CY | $225 | $42k | 4% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 478 CY | $85 | $41k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40k | 3% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 151 CY | $220 | $33k | 3% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $30,000 | $30k | 3% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $25,021 | $25k | 2% |