MRG-SR 266-03.30
MRG County · est $0.5M
Bid dateThursday, September 27—
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 · 25 more items below.
| Item | Quantity | R1George J Igel & CO INC | R2Alan Stone CO INC | R3Shelly & Sands INC | % of bid |
|---|---|---|---|---|---|
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 1,773 FT | $75.00 | $85.00 | $97.50 | 35% |
| 507E00400 STEEL PILES, MISC.: SOLDIER PILES, W21x101 | 1,368 FT | $66.50 | $54.00 | $57.00 | 24% |
| 530E00400 SPECIAL - STRUCTURES: PRECAST CONCRETE LAGGING NO. | 128 EACH | $235 | $200 | $290 | 8% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 60 CY | $300 | $370 | $375 | 5% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $14,000 | $5,000 | $14,100 | 4% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $10,000 | $32,000 | $16,958 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $10,000 |
| Item | Quantity | R1George J Igel & CO INC | R2Alan Stone CO INC | R3Shelly & Sands INC |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $3,000 | $2,500 | $2,500 |
| 202E23010 PAVEMENT REMOVED, ASPHALT | 80 SY | $24.75 | $42.00 | $20.00 |
| 202E38200 GUARDRAIL REMOVED FOR REUSE | 514 FT | $1.60 | $2.50 | $1.60 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 1 EACH | $115 | $234 | $115 |
| 203E10000 EXCAVATION | 36 CY | $37.00 | $26.00 | $10.00 |
| 204E10000 |
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 →
| $27,000 |
| $10,000 |
| 3% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 18 CY | $500 | $499 | $600 | 2% |
| 622E41000 PORTABLE BARRIER, 32" | 290 FT | $28.50 | $21.00 | $22.00 | 2% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 96 FT | $75.00 | $75.00 | $129 | 2% |
| 606E16000 GUARDRAIL REBUILT | 512.5 FT | $13.60 | $14.00 | $13.60 | 2% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 66 CY | $105 | $170 | $112 | 2% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 75 SY | $88.00 | $220 | $192 | 2% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 14 CY | $463 | $400 | $415 | 2% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $5,000 | $2,000 | $3,750 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $5,000 | $4,000 | $5,200 | 1% |
| 614E12338 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) | 2 EACH | $2,000 | $2,346 | $2,235 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $4,000 | $3,000 | $3,716 | 1% |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 210 FT | $18.00 | $9.00 | $3.50 | 1% |
| 203E20000 EMBANKMENT | 82 CY | $42.00 | $15.00 | $12.00 | 1% |
| 114 SY |
| $5.70 |
| $2.50 |
| $7.50 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $935 | $950 | $935 |
| 659E10000 SEEDING AND MULCHING | 500 SY | $4.45 | $3.00 | $4.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.05 TON | $620 | $2,772 | $700 |
| 659E31000 LIME | 0.11 ACRE | $100 | $764 | $145 |
| 659E35000 WATER | 3 MGAL | $1.00 | $35.00 | $1.00 |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 | $1.00 | $1.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 1 EACH | $240 | $300 | $250 |
| 304E20000 AGGREGATE BASE | 19 CY | $98.00 | $94.00 | $95.00 |
| 407E20000 NON-TRACKING TACK COAT | 115 GAL | $4.00 | $8.00 | $3.50 |
| 408E10000 PRIME COAT | 80 GAL | $2.00 | $20.00 | $20.00 |
| 617E10100 COMPACTED AGGREGATE | 9 CY | $280 | $200 | $102 |
| 614E13360 OBJECT MARKER, TWO WAY | 11 EACH | $17.50 | $53.00 | $25.00 |
| 621E00100 RPM | 14 EACH | $185 | $227 | $80.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 14 EACH | $12.34 | $5.00 | $10.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 11 EACH | $6.60 | $7.00 | $6.60 |
| 642E00094 EDGE LINE, 6" | 0.21 MILE | $1,120 | $4,461 | $4,250 |
| 642E00290 CENTER LINE | 0.11 MILE | $1,935 | $7,872 | $7,500 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 9 FT | $38.00 | $63.00 | $30.00 |
| 524E95000 DRILLED SHAFTS, MISC.: EXTENSION | 9 FT | $60.00 | $100 | $175 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 1,773 FT | $75 | $133k | 33% |
| 507E00400 STEEL PILES, MISC.: SOLDIER PILES, W21x101 | 1,368 FT | $66.5 | $91k | 22% |
| 530E00400 SPECIAL - STRUCTURES: PRECAST CONCRETE LAGGING NO. | 128 EACH | $235 | $30k | 7% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 60 CY | $300 | $18k | 4% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $14,000 | $14k | 3% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $10,000 | $10k | 2% |
| 624E10000 MOBILIZATION | 1 LS | $10,000 | $10k | 2% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 18 CY | $500 | $9k | 2% |
| 622E41000 PORTABLE BARRIER, 32" | 290 FT | $28.5 | $8k | 2% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 96 FT | $75 | $7k | 2% |