Meg-SR 124-62.80
Meigs County · est $0.8M
Bid dateThursday, July 28—
Meigs County · est $0.8M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 5.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 33 more items below.
| Item | Quantity | R1Alan Stone CO INC | R2Ohio-west Virginia Excavating CO | R3Allard Excavation LLC | R4Shelly & Sands INC | % of bid |
|---|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.:SOLDIER PILES, W24X131 | 1,788 FT | $145 | $122 | $143 | $140 | 40% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 1,122 FT | $82.00 | $76.35 | $73.60 | $83.00 | 14% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 825 FT | $89.00 | $84.35 | $76.25 | $88.00 | 11% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $44,000 | $36,500 | $38,000 | $18,500 |
| Item | Quantity | R1Alan Stone CO INC | R2Ohio-west Virginia Excavating CO | R3Allard Excavation LLC | R4Shelly & Sands INC |
|---|---|---|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 172 FT | $4.00 | $30.85 | $3.35 | $2.50 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 1 EACH | $400 | $1,025 | $139 | $300 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 1 EACH | $400 | $515 | $139 | $185 |
| 202E98100 REMOVAL MISC.:EXISTING PILES | 32 EACH | $150 | $126 | $122 | $120 |
| 203E10000 EXCAVATION |
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 →
| 7% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 2,038 SF | $18.00 | $22.90 | $26.25 | $32.00 | 6% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 76 CY | $400 | $386 | $375 | $375 | 5% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 21 CY | $700 | $550 | $535 | $535 | 2% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 161 SY | $85.00 | $59.00 | $60.15 | $84.00 | 2% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 171 CY | $73.00 | $105 | $116 | $170 | 2% |
| 624E10000 MOBILIZATION | 1 LS | $12,000 | $42,677 | $46,200 | $20,000 | 2% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 24 CY | $400 | $458 | $359 | $375 | 1% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 450 FT | $21.00 | $48.00 | $24.90 | $35.00 | 1% |
| 606E15050 GUARDRAIL, TYPE MGS | 325 FT | $27.00 | $33.94 | $26.56 | $26.50 | 1% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $7,800 | $4,000 | $3,900 | $3,200 | 1% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $5,500 | $13,000 | $4,300 | $10,000 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $5,500 | $2,200 | $6,900 | $9,500 | 1% |
| 202E23000 PAVEMENT REMOVED | 100 SY | $50.00 | $43.90 | $20.00 | $45.00 | 1% |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $5,000 | $9,073 | $9,112 | $5,200 | 1% |
| 304E20000 AGGREGATE BASE | 45 CY | $110 | $111 | $120 | $145 | 1% |
| 51 CY |
| $20.00 |
| $34.50 |
| $38.00 |
| $25.00 |
| 203E20000 EMBANKMENT | 184 CY | $10.00 | $40.40 | $16.50 | $7.00 |
| 204E10000 SUBGRADE COMPACTION | 171 SY | $4.00 | $3.40 | $2.80 | $3.50 |
| 209E10000 DITCH CLEANOUT | 302 FT | $10.00 | $7.00 | $12.00 | $7.50 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 162.5 FT | $28.00 | $39.08 | $27.72 | $27.00 |
| 659E10000 SEEDING AND MULCHING | 1,158 SY | $1.50 | $2.85 | $1.89 | $2.75 |
| 659E20000 COMMERCIAL FERTILIZER | 0.16 TON | $1,000 | $1,500 | $800 | $1,345 |
| 659E31000 LIME | 0.24 ACRE | $838 | $82.25 | $800 | $80.00 |
| 659E35000 WATER | 3.13 MGAL | $0.01 | $1.00 | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 46 FT | $15.00 | $50.50 | $13.50 | $22.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 2 EACH | $300 | $190 | $217 | $250 |
| 407E20000 NON-TRACKING TACK COAT | 142 GAL | $5.00 | $4.11 | $4.00 | $4.00 |
| 408E10000 PRIME COAT | 116 GAL | $5.00 | $5.14 | $5.00 | $5.00 |
| 617E10100 COMPACTED AGGREGATE | 25 CY | $170 | $142 | $88.24 | $145 |
| 621E00100 RPM | 17 EACH | $200 | $179 | $175 | $175 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 17 EACH | $90.00 | $61.00 | $10.00 | $12.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2(BIDIRECTIONAL) | 10 EACH | $12.00 | $11.31 | $10.00 | $10.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH | $150 | $211 | $100 | $150 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.25 MILE | $3,300 | $3,343 | $3,250 | $3,250 |
| 642E00300 CENTER LINE, TYPE 1 | 0.13 MILE | $5,700 | $5,811 | $5,650 | $5,650 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,200 | $2,747 | $2,200 | $2,200 |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $1,500 | $2,706 | $2,400 | $25,000 |
| 614E13310 BARRIER REFLECTOR, TYPE 1(BIDIRECTIONAL) | 9 EACH | $32.00 | $32.91 | $32.00 | $7.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 9 EACH | $45.00 | $43.20 | $42.00 | $12.00 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 0.19 MILE | $5,000 | $5,100 | $4,950 | $4,950 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 20 FT | $20.00 | $12.34 | $12.00 | $12.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 311 FT | $7.50 | $4.90 | $3.50 | $4.00 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 16 FT | $25.00 | $7.25 | $3.50 | $30.00 |
| 524E95000 DRILLED SHAFTS, MISC.:EXTENSION | 7.5 FT | $100 | $235 | $308 | $125 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.:SOLDIER PILES, W24X131 | 1,788 FT | $145 | $259k | 37% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 1,122 FT | $82 | $92k | 13% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 825 FT | $89 | $73k | 10% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $44,000 | $44k | 6% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 2,038 SF | $18 | $37k | 5% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 76 CY | $400 | $30k | 4% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 21 CY | $700 | $15k | 2% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 161 SY | $85 | $14k | 2% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 171 CY | $73 | $12k | 2% |
| 624E10000 MOBILIZATION | 1 LS | $12,000 | $12k | 2% |