Vin-SR 356-01.34
Vinton County · est $0.9M
Bid dateThursday, May 11—
Vinton County · est $0.9M
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 | R1Ohio-west Virginia Excavating CO | R2Alan Stone CO INC | R3Shelly & Sands INC | R4George J Igel & CO INC | % of bid |
|---|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: W21x101, FURNISHED, AS PER PLA | 2,146 FT | $110 | $120 | $125 | $126 | 33% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 740 FT | $99.00 | $90.00 | $120 | $215 | 10% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 999 FT | $73.25 | $90.00 | $105 | $90.00 | 10% |
| 511E71200 CONCRETE, MISC.:PRECAST LAGGING PANEL NO 1 | 3,300 SF | $17.75 | $17.00 | $21.00 | $21.50 | 8% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 399 CY | $91.75 | $200 | $200 | $80.00 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $26,000 | $13,000 | $20,000 |
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Alan Stone CO INC | R3Shelly & Sands INC | R4George J Igel & CO INC |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,500 | $1,500 | $2,000 | $5,000 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 36 FT | $73.00 | $7.00 | $45.00 | $60.00 |
| 202E98100 REMOVAL MISC.: PILE EXTRACTION | 2 EACH | $2,700 | $500 | $350 | $1,000 |
| 203E10000 EXCAVATION | 82 CY | $60.00 | $30.00 | $13.00 | $5.00 |
| 204E10000 SUBGRADE COMPACTION |
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 →
| $20,000 |
| 4% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 800 FT | $31.00 | $21.00 | $30.00 | $27.00 | 4% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 312 SY | $74.00 | $60.00 | $60.00 | $50.00 | 3% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 94 CY | $234 | $250 | $225 | $235 | 3% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449), 4" | 84 CY | $223 | $225 | $215 | $215 | 3% |
| 511E71200 CONCRETE, MISC.:PRECAST LAGGING PANEL NO 3 | 858 SF | $18.75 | $18.00 | $25.00 | $23.50 | 2% |
| 203E20000 EMBANKMENT | 326 CY | $47.00 | $8.00 | $13.00 | $42.00 | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $15,000 | $25,000 | $15,000 | $15,000 | 2% |
| 511E71200 CONCRETE, MISC.:PRECAST LAGGING PANEL NO 2 | 484 SF | $24.50 | $22.00 | $25.00 | $27.50 | 2% |
| 204E20000 EMBANKMENT | 184 CY | $64.00 | $70.00 | $15.00 | $40.00 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $10,000 | $8,000 | $6,150 | $7,600 | 1% |
| 304E20000 AGGREGATE BASE, 6" | 84 CY | $112 | $80.00 | $105 | $75.00 | 1% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 28 CY | $329 | $700 | $450 | $450 | 1% |
| 202E23000 PAVEMENT REMOVED | 506 SY | $17.00 | $20.00 | $23.00 | $22.00 | 1% |
| 606E15050 GUARDRAIL, TYPE MGS | 350 FT | $22.00 | $22.50 | $22.50 | $22.50 | 1% |
| 506 SY |
| $6.00 |
| $3.00 |
| $5.00 |
| $4.00 |
| 204E45000 PROOF ROLLING | 1 HOUR | $230 | $220 | $200 | $200 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 213 FT | $24.00 | $26.00 | $26.00 | $25.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 2 EACH | $2,300 | $2,700 | $2,700 | $2,400 |
| 659E10000 SEEDING AND MULCHING | 1,948 SY | $2.00 | $2.12 | $2.20 | $3.60 |
| 659E20000 COMMERCIAL FERTILIZER | 0.27 TON | $100 | $868 | $870 | $1.70 |
| 659E31000 LIME | 0.4 ACRE | $100 | $155 | $155 | $105 |
| 659E35000 WATER | 16 MGAL | $1.00 | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 511E52100 CLASS QC FS CONCRETE | 9 CY | $312 | $200 | $250 | $320 |
| 601E32101 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER, AS PE | 1 CY | $1,200 | $2,200 | $450 | $325 |
| 602E20000 CONCRETE MASONRY | 1 CY | $1,400 | $500 | $1,400 | $725 |
| 605E31100 AGGREGATE DRAINS | 168 FT | $33.00 | $15.00 | $12.00 | $18.00 |
| 611E07201 18" CONDUIT, TYPE A, AS PER PLAN, 706.02 | 43 FT | $144 | $180 | $175 | $260 |
| 407E20000 NON-TRACKING TACK COAT | 163 GAL | $3.50 | $4.00 | $3.50 | $3.50 |
| 408E10000 PRIME COAT | 143 GAL | $8.00 | $8.00 | $8.00 | $8.00 |
| 617E10100 COMPACTED AGGREGATE | 46 CY | $154 | $110 | $125 | $73.50 |
| 621E00100 RPM | 21 EACH | $165 | $160 | $160 | $168 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 21 EACH | $23.00 | $10.00 | $10.00 | $13.50 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 15 EACH | $10.00 | $10.00 | $10.00 | $10.50 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.3 MILE | $3,300 | $3,250 | $3,250 | $3,450 |
| 642E00300 CENTER LINE, TYPE 1 | 0.15 MILE | $5,700 | $5,500 | $5,500 | $5,800 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,300 | $2,400 | $2,400 | $3,000 |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $4,500 | $500 | $20,000 | $35,000 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 16 EACH | $27.00 | $26.00 | $8.00 | $6.25 |
| 614E13360 OBJECT MARKER, TWO WAY | 16 EACH | $33.00 | $32.00 | $12.00 | $15.76 |
| 614E22000 WORK ZONE EDGE LINE, CLASS I, 4" | 0.28 MILE | $7,300 | $7,095 | $7,095 | $7,500 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 20 FT | $14.00 | $14.00 | $14.00 | $14.75 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $1,000 | $12,500 | $15,000 | $20,000 |
| 511E71200 CONCRETE, MISC.:PRECAST LAGGING PANEL NO 4 | 28 SF | $70.75 | $30.00 | $40.00 | $38.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 423 FT | $5.00 | $10.00 | $5.00 | $7.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 5 FT | $9.00 | $45.00 | $75.00 | $60.00 |
| 524E95000 DRILLED SHAFTS, MISC.: EXTENSION | 16 FT | $173 | $90.00 | $110 | $82.50 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 1 EACH | $525 | $350 | $500 | $365 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $1,500 | $7,500 | $7,500 | $10,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: W21x101, FURNISHED, AS PER PLA | 2,146 FT | $110.25 | $237k | 30% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 740 FT | $99 | $73k | 9% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 999 FT | $73.25 | $73k | 9% |
| 511E71200 CONCRETE, MISC.:PRECAST LAGGING PANEL NO 1 | 3,300 SF | $17.75 | $59k | 7% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 399 CY | $91.75 | $37k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $26,000 | $26k | 3% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 800 FT | $31 | $25k | 3% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 312 SY | $74 | $23k | 3% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 94 CY | $234 | $22k | 3% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449), 4" | 84 CY | $223 | $19k | 2% |