Moe-SR 255-16.38
Monroe County · est $0.6M
Bid dateThursday, May 11—
Monroe County · est $0.6M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 39 more items below.
| Item | Quantity | R1Alan Stone CO INC | R2Ohio-west Virginia Excavating CO | R3Litman Excavating INC | R4Shelly & Sands INC | R5Craig Edward Susany INC | % of bid |
|---|---|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: W21X101, FURNISHED, AS PER PLA | 1,179 FT | $120 | $114 | $97.77 | $123 | $125 | 31% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 219 CY | $210 | $112 | $179 | $225 | $110 | 10% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 483 FT | $90.00 | $96.00 | $106 | $101 | $300 | 9% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 430 FT | $90.00 | $117 | $162 | $121 | $400 | 8% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 71 CY | $400 | $290 | $603 | $476 | $600 | 6% |
| 511E71200 CONCRETE, MISC.:PRECAST LAGGING PANEL NO 1 |
| Item | Quantity | R1Alan Stone CO INC | R2Ohio-west Virginia Excavating CO | R3Litman Excavating INC | R4Shelly & Sands INC | R5Craig Edward Susany INC |
|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,000 | $2,000 | $3,474 | $2,000 | $1,000 |
| 202E23000 PAVEMENT REMOVED | 224 SY | $20.00 | $18.00 | $17.38 | $20.00 | $35.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 40 FT | $65.00 | $40.00 | $50.98 | $35.00 | $35.00 |
| 203E10000 EXCAVATION | 41 CY | $25.00 |
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 →
| 1,826 SF |
| $14.00 |
| $21.00 |
| $17.92 |
| $18.00 |
| $25.00 |
| 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $25,000 | $30,000 | $5,786 | $12,000 | $10,000 | 5% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 53 CY | $375 | $250 | $464 | $520 | $500 | 4% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 621 FT | $21.00 | $23.00 | $22.27 | $30.00 | $30.00 | 3% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 16 CY | $600 | $400 | $558 | $425 | $400 | 2% |
| 511E71200 CONCRETE, MISC.:PRECAST LAGGING PANEL NO 3 | 462 SF | $19.00 | $25.00 | $24.22 | $21.00 | $25.00 | 2% |
| 624E10000 MOBILIZATION | 1 LS | $8,500 | $16,000 | $7,500 | $20,000 | $20,000 | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 338 FT | $25.00 | $24.00 | $28.93 | $25.00 | $28.00 | 2% |
| 611E07201 18" CONDUIT, TYPE A, AS PER PLAN, 706.02 | 42 FT | $200 | $245 | $80.77 | $185 | $325 | 2% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $8,000 | $2,000 | $3,546 | $12,000 | $60,000 | 2% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 104 SY | $75.00 | $145 | $62.13 | $95.00 | $130 | 2% |
| 511E71200 CONCRETE, MISC.:PRECAST LAGGING PANEL NO 2 | 253 SF | $23.00 | $33.00 | $34.27 | $28.00 | $25.00 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $5,500 | $1,000 | $3,014 | $5,500 | $5,000 | 1% |
| 304E20000 AGGREGATE BASE, 6" | 53 CY | $100 | $115 | $105 | $115 | $200 | 1% |
| 202E98100 REMOVAL MISC.: PILE EXTRACTION | 17 EACH | $300 | $140 | $191 | $150 | $300 | 1% |
| $40.00 |
| $13.30 |
| $25.00 |
| $50.00 |
| 203E20000 EMBANKMENT | 299 CY | $7.50 | $11.00 | $14.16 | $15.00 | $25.00 |
| 204E10000 SUBGRADE COMPACTION | 224 SY | $4.00 | $5.00 | $4.70 | $10.00 | $4.00 |
| 204E45000 PROOF ROLLING | 1 HOUR | $220 | $150 | $145 | $225 | $125 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 125 FT | $27.00 | $26.00 | $31.88 | $27.00 | $29.00 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,450 | $1,120 | $1,664 | $1,450 | $21,900 |
| 659E10000 SEEDING AND MULCHING | 1,456 SY | $2.50 | $3.00 | $4.34 | $2.20 | $7.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.2 TON | $800 | $1,400 | $846 | $1,400 | $1,000 |
| 659E31000 LIME | 0.3 ACRE | $700 | $250 | $24.10 | $100 | $500 |
| 659E35000 WATER | 12 MGAL | $100 | $2.00 | $1.21 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 511E52100 CLASS QC FS CONCRETE | 10 CY | $200 | $485 | $580 | $250 | $350 |
| 601E32101 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER, AS PE | 1 CY | $2,000 | $850 | $456 | $450 | $500 |
| 602E20000 CONCRETE MASONRY | 1 CY | $500 | $3,000 | $579 | $1,400 | $1,000 |
| 605E31100 AGGREGATE DRAINS | 152 FT | $15.00 | $24.00 | $10.18 | $12.00 | $15.00 |
| 407E20000 NON-TRACKING TACK COAT | 128 GAL | $5.00 | $10.00 | $4.82 | $4.00 | $20.00 |
| 408E10000 PRIME COAT | 111 GAL | $10.00 | $10.00 | $13.26 | $15.00 | $25.00 |
| 617E10100 COMPACTED AGGREGATE | 37 CY | $130 | $135 | $241 | $150 | $200 |
| 621E00100 RPM | 17 EACH | $210 | $210 | $253 | $210 | $300 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 17 EACH | $25.00 | $60.00 | $24.11 | $12.00 | $10.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 11 EACH | $10.00 | $10.00 | $12.06 | $10.00 | $10.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.24 MILE | $4,500 | $4,500 | $5,425 | $4,500 | $5,000 |
| 642E00300 CENTER LINE, TYPE 1 | 0.12 MILE | $8,400 | $8,400 | $10,126 | $8,400 | $10,000 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,400 | $2,400 | $3,424 | $2,400 | $3,000 |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $2,000 | $5,500 | $5,425 | $7,500 | $65,000 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 11 EACH | $36.00 | $10.00 | $43.40 | $10.00 | $40.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 11 EACH | $40.00 | $40.00 | $48.22 | $15.00 | $40.00 |
| 614E22000 WORK ZONE EDGE LINE, CLASS I, 4" | 0.22 MILE | $7,250 | $7,250 | $8,740 | $7,250 | $10,000 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 20 FT | $14.00 | $14.00 | $16.88 | $14.00 | $50.00 |
| 511E71200 CONCRETE, MISC.:PRECAST LAGGING PANEL NO 4 | 22 SF | $19.00 | $50.00 | $86.27 | $30.00 | $25.00 |
| 511E71200 CONCRETE, MISC.:PRECAST LAGGING PANEL NO 5 | 22 SF | $19.00 | $50.00 | $86.27 | $27.00 | $25.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 243 FT | $8.00 | $7.00 | $13.82 | $6.00 | $20.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 5 FT | $45.00 | $30.00 | $17.05 | $50.00 | $40.00 |
| 524E95000 DRILLED SHAFTS, MISC.:, EXTENSION | 14 FT | $90.00 | $185 | $109 | $120 | $300 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 2 EACH | $350 | $500 | $557 | $275 | $300 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $4,000 | $7,000 | $7,551 | $4,050 | $25,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: W21X101, FURNISHED, AS PER PLA | 1,179 FT | $120 | $141k | 27% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 219 CY | $210 | $46k | 9% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 483 FT | $90 | $43k | 8% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 430 FT | $90 | $39k | 7% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 71 CY | $400 | $28k | 5% |
| 511E71200 CONCRETE, MISC.:PRECAST LAGGING PANEL NO 1 | 1,826 SF | $14 | $26k | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $25,000 | $25k | 5% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 53 CY | $375 | $20k | 4% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 621 FT | $21 | $13k | 2% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 16 CY | $600 | $10k | 2% |