Moe-SR 26-12.32
Monroe County · est $0.3M
Bid dateThursday, July 12—
Monroe County · est $0.3M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 19 more items below.
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Alan Stone CO INC | R3Shelly & Sands INC | R4Dennison Bridge INC | % of bid |
|---|---|---|---|---|---|---|
| 601E25001 DUMPED ROCK FILL, TYPE A, AS PER PLAN | 1,654 CY | $100 | $76.00 | $80.00 | $145 | 41% |
| 203E35120 GRANULAR MATERIAL, TYPE C | 728 CY | $90.00 | $80.00 | $77.50 | $80.00 | 16% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $40,000 | $30,000 | $17,500 | $35,000 | 10% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $35,000 | $10,000 | $15,000 | 5% |
| 203E10000 EXCAVATION | 1,495 CY | $12.00 | $29.00 | $25.00 | $35.00 | 4% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 49 CY | $275 | $525 | $500 | $600 |
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Alan Stone CO INC | R3Shelly & Sands INC | R4Dennison Bridge INC |
|---|---|---|---|---|---|
| 202E23000 PAVEMENT REMOVED | 116 SY | $23.00 | $11.00 | $15.50 | $16.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 40 FT | $24.00 | $39.00 | $15.00 | $25.00 |
| 202E38000 GUARDRAIL REMOVED | 162.5 FT | $6.00 | $3.50 | $5.00 | $3.00 |
| 202E42050 ANCHOR ASSEMBLY REMOVED, TYPE B | 1 EACH | $220 | $520 | $250 | $200 |
| 202E98100 REMOVAL MISC.:PILE EXTRACTION |
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 →
| 3% |
| 622E41000 PORTABLE BARRIER, 32" | 600 FT | $22.00 | $23.00 | $30.00 | $18.00 | 3% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $10,000 | $12,000 | $19,250 | $10,000 | 2% |
| 614E12338 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) | 4 EACH | $2,250 | $2,310 | $2,250 | $2,200 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $6,850 | $8,000 | $13,500 | $4,000 | 2% |
| 203E20000 EMBANKMENT | 375 CY | $16.00 | $21.00 | $18.00 | $10.00 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $6,000 | $2,500 | $2,502 | $5,500 | 1% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 18 CY | $300 | $683 | $650 | $700 | 1% |
| 606E15050 GUARDRAIL, TYPE MGS | 112.5 FT | $44.65 | $45.00 | $26.40 | $35.00 | 1% |
| 621E00100 RPM | 11 EACH | $400 | $499 | $475 | $400 | 1% |
| 304E20000 AGGREGATE BASE | 23 CY | $150 | $127 | $115 | $130 | 1% |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | 1% |
| 617E10100 COMPACTED AGGREGATE | 16 CY | $185 | $132 | $285 | $120 | 1% |
| 659E10000 SEEDING AND MULCHING | 410 SY | $7.00 | $3.50 | $4.90 | $4.00 | 1% |
| 611E05700 15" CONDUIT, TYPE A | 45 FT | $60.00 | $166 | $175 | $200 | 1% |
| 9 EACH |
| $200 |
| $520 |
| $600 |
| $250 |
| 204E10000 SUBGRADE COMPACTION | 104 SY | $7.00 | $3.00 | $10.00 | $9.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | 1 EACH | $2,500 | $2,467 | $3,085 | $2,700 |
| 659E20000 COMMERCIAL FERTILIZER | 0.06 TON | $600 | $3,465 | $617 | $1,000 |
| 659E31000 LIME | 0.08 ACRE | $600 | $735 | $163 | $500 |
| 659E35000 WATER | 1.11 MGAL | $1.00 | $3.00 | $1.00 | $10.00 |
| 602E20000 CONCRETE MASONRY | 0.3 CY | $2,300 | $3,599 | $5,000 | $4,000 |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 17 CY | $150 | $95.00 | $90.00 | $100 |
| 407E20000 NON-TRACKING TACK COAT | 90 GAL | $10.00 | $4.50 | $4.00 | $5.00 |
| 408E10000 PRIME COAT | 76 GAL | $8.00 | $11.00 | $19.00 | $15.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 11 EACH | $15.00 | $14.00 | $20.00 | $50.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2: BIDIRECTIONAL | 3 EACH | $10.00 | $9.00 | $15.00 | $10.00 |
| 642E00094 EDGE LINE, 6" | 0.16 MILE | $5,000 | $4,724 | $4,500 | $6,000 |
| 642E00290 CENTER LINE | 0.08 MILE | $10,000 | $9,027 | $8,600 | $8,000 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $2,500 | $520 | $25,300 | $1,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 601E25001 DUMPED ROCK FILL, TYPE A, AS PER PLAN | 1,654 CY | $100 | $165k | 39% |
| 203E35120 GRANULAR MATERIAL, TYPE C | 728 CY | $90 | $66k | 16% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $40,000 | $40k | 9% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $20k | 5% |
| 203E10000 EXCAVATION | 1,495 CY | $12 | $18k | 4% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 49 CY | $275 | $13k | 3% |
| 622E41000 PORTABLE BARRIER, 32" | 600 FT | $22 | $13k | 3% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $10,000 | $10k | 2% |
| 614E12338 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) | 4 EACH | $2,250 | $9k | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $6,850 | $7k | 2% |