MRG-SR 37-08.09
MRG County · est $0.6M
Bid dateThursday, May 9—
MRG 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 · 25 more items below.
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Alan Stone CO INC | R3George J Igel & CO INC | R4Shelly & Sands INC | % of bid |
|---|---|---|---|---|---|---|
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 1,359 FT | $78.00 | $87.50 | $97.50 | $86.00 | 25% |
| 507E00400 STEEL PILES, MISC.:W21x101 | 1,324 FT | $80.00 | $80.00 | $84.00 | $90.00 | 25% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 1,458 SF | $22.57 | $29.00 | $21.60 | $32.00 | 8% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $30,000 | $33,000 | $21,000 | $13,550 | 7% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 266 FT | $94.00 | $100 | $105 | $98.00 | 6% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 61 CY | $340 | $300 |
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Alan Stone CO INC | R3George J Igel & CO INC | R4Shelly & Sands INC |
|---|---|---|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 537.5 FT | $5.00 | $3.50 | $3.80 | $2.50 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 2 EACH | $550 | $220 | $355 | $300 |
| 203E10000 EXCAVATION | 13 CY | $85.00 | $45.00 | $46.00 | $80.00 |
| 204E10000 SUBGRADE COMPACTION | 190 SY | $3.00 | $6.50 | $3.70 | $12.00 |
| 659E10000 SEEDING AND MULCHING |
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 →
| $561 |
| $550 |
| 5% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 440 FT | $42.00 | $25.00 | $25.50 | $27.00 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $17,000 | $18,000 | $22,500 | $20,000 | 4% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 450 FT | $27.00 | $25.00 | $26.00 | $27.50 | 3% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 28 CY | $305 | $300 | $537 | $475 | 2% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 96 CY | $78.00 | $150 | $150 | $215 | 2% |
| 202E23000 PAVEMENT REMOVED | 156 SY | $47.00 | $20.00 | $37.00 | $50.00 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $7,000 | $5,000 | $5,000 | $3,950 | 2% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 17 CY | $400 | $560 | $725 | $500 | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 225 FT | $24.00 | $25.00 | $23.00 | $23.00 | 1% |
| 606E26100 ANCHOR ASSEMBLY, TYPE E | 2 EACH | $2,500 | $3,100 | $2,475 | $2,500 | 1% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,500 | $1,125 | $2,650 | $2,250 | 1% |
| 304E20000 AGGREGATE BASE | 59 CY | $79.00 | $70.00 | $77.50 | $95.00 | 1% |
| 203E20000 EMBANKMENT | 136 CY | $25.00 | $4.50 | $15.00 | $20.00 | 1% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $3,000 | $7,700 | $5,000 | $4,850 | 1% |
| 673 SY |
| $4.00 |
| $2.50 |
| $4.00 |
| $4.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.07 TON | $1,300 | $1,200 | $1,250 | $1,250 |
| 659E31000 LIME | 0.14 ACRE | $160 | $930 | $150 | $150 |
| 659E35000 WATER | 3.6 MGAL | $1.00 | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 233 FT | $9.00 | $2.50 | $5.00 | $3.50 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 19.5 FT | $10.00 | $2.00 | $8.00 | $20.00 |
| 605E31100 AGGREGATE DRAINS | 74 FT | $22.00 | $25.00 | $15.50 | $15.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 1 EACH | $650 | $590 | $315 | $550 |
| 407E20000 NON-TRACKING TACK COAT | 73 GAL | $6.00 | $15.00 | $4.00 | $3.50 |
| 408E10000 PRIME COAT | 95 GAL | $9.00 | $20.00 | $24.00 | $25.00 |
| 617E10100 COMPACTED AGGREGATE | 10 CY | $200 | $150 | $122 | $130 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.21 MILE | $4,800 | $4,900 | $4,450 | $4,450 |
| 642E00300 CENTER LINE, TYPE 1 | 0.11 MILE | $8,500 | $8,800 | $8,025 | $8,025 |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $2,500 | $2,500 | $3,750 | $25,000 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 10 EACH | $52.00 | $55.00 | $19.50 | $10.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 10 EACH | $52.00 | $55.00 | $26.75 | $12.00 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 0.18 MILE | $11,000 | $7,200 | $10,250 | $6,550 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 22 FT | $15.00 | $15.00 | $14.00 | $14.00 |
| 524E95000 DRILLED SHAFTS, MISC.: EXTENSION | 8 FT | $92.00 | $470 | $80.00 | $75.00 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $2,700 | $7,200 | $5,000 | $6,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 1,359 FT | $78 | $106k | 23% |
| 507E00400 STEEL PILES, MISC.:W21x101 | 1,324 FT | $80 | $106k | 23% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 1,458 SF | $22.57 | $33k | 7% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $30,000 | $30k | 6% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 266 FT | $94 | $25k | 5% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 61 CY | $340 | $21k | 4% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 440 FT | $42 | $18k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $17,000 | $17k | 4% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 450 FT | $27 | $12k | 3% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 28 CY | $305 | $9k | 2% |