ATH-SR 144-06.04
ATH County · est $1.1M
Bid dateThursday, April 18—
ATH County · est $1.1M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 35 more items below.
| Item | Quantity | R1Alan Stone CO INC | R2George J Igel & CO INC | R3Shelly & Sands INC | R4Ohio-west Virginia Excavating CO | % of bid |
|---|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.:40x167 | 1,612 FT | $160 | $172 | $180 | $179 | 34% |
| 524E94903 DRILLED SHAFTS, 48" DIAMETER ABOVE BEDROCK, AS PER | 908 FT | $140 | $163 | $163 | $187 | 17% |
| 524E94905 DRILLED SHAFTS, 48" DIAMETER, INTO BEDROCK, AS PER | 410 FT | $200 | $200 | $196 | $212 | 11% |
| 524E94603 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PE | 785 FT | $60.00 | $75.00 | $75.00 | $108 | 6% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 1,541 SF | $25.00 | $25.00 | $39.00 | $25.00 | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $38,000 | $17,750 | $17,500 |
| Item | Quantity | R1Alan Stone CO INC | R2George J Igel & CO INC | R3Shelly & Sands INC | R4Ohio-west Virginia Excavating CO |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $3,850 | $10,000 | $3,500 | $4,500 |
| 202E23000 PAVEMENT REMOVED | 246 SY | $25.00 | $28.50 | $24.00 | $52.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 40 FT | $15.00 | $9.50 | $8.00 | $55.00 |
| 202E38000 GUARDRAIL REMOVED | 175 FT | $5.00 | $2.50 | $2.50 | $5.00 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A |
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 →
| $40,000 |
| 5% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 70 CY | $310 | $360 | $500 | $400 | 3% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 300 SY | $60.00 | $79.00 | $70.00 | $84.00 | 2% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 61 CY | $270 | $355 | $465 | $375 | 2% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 149 CY | $100 | $150 | $250 | $104 | 2% |
| 304E20000 AGGREGATE BASE | 115 CY | $110 | $113 | $95.00 | $120 | 2% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $12,200 | $10,500 | $12,000 | $30,000 | 2% |
| 624E10000 MOBILIZATION | 1 LS | $12,000 | $20,000 | $20,000 | $24,000 | 2% |
| 611E07201 18" CONDUIT, TYPE A, AS PER PLAN,706.02 | 40 FT | $270 | $250 | $250 | $160 | 1% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 21 CY | $510 | $720 | $520 | $515 | 1% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 880 FT | $11.00 | $27.00 | $22.00 | $21.00 | 1% |
| 606E15050 GUARDRAIL, TYPE MGS | 237.5 FT | $35.00 | $30.00 | $30.00 | $26.00 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $8,300 | $5,500 | $8,000 | $3,500 | 1% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,000 | $2,300 | $2,300 | $2,500 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $7,000 | $10,000 | $6,000 | $11,500 | 1% |
| 1 EACH |
| $440 |
| $350 |
| $350 |
| $650 |
| 203E10000 EXCAVATION | 44 CY | $25.00 | $120 | $30.00 | $42.00 |
| 203E20000 EMBANKMENT | 138 CY | $10.00 | $19.00 | $30.00 | $40.00 |
| 204E10000 SUBGRADE COMPACTION | 390 SY | $6.00 | $3.55 | $7.00 | $2.00 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 37.5 FT | $35.00 | $32.00 | $32.00 | $30.00 |
| 606E26100 ANCHOR ASSEMBLY, TYPE E | 1 EACH | $2,900 | $2,650 | $2,650 | $2,500 |
| 659E10000 SEEDING AND MULCHING | 415 SY | $4.00 | $7.00 | $7.00 | $8.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.04 TON | $890 | $1,400 | $1,400 | $1,500 |
| 659E31000 LIME | 0.09 ACRE | $1,000 | $150 | $150 | $160 |
| 659E35000 WATER | 2.2 MGAL | $1.00 | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $400 | $700 | $500 | $3,500 |
| 511E52110 CLASS QC MS CONCRETE | 0.37 CY | $2,400 | $2,700 | $575 | $950 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 244 FT | $4.50 | $5.60 | $5.00 | $9.00 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 6 FT | $15.00 | $28.00 | $50.00 | $13.00 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 2 CY | $480 | $775 | $275 | $270 |
| 602E20000 CONCRETE MASONRY | 0.33 CY | $1,300 | $3,800 | $7,500 | $1,400 |
| 605E31100 AGGREGATE DRAINS | 31 FT | $50.00 | $38.00 | $25.00 | $26.00 |
| 611E07200 18" CONDUIT, TYPE A | 7 FT | $200 | $140 | $225 | $80.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 3 EACH | $440 | $475 | $250 | $425 |
| 407E20000 NON-TRACKING TACK COAT | 84 GAL | $4.00 | $5.00 | $3.95 | $5.00 |
| 408E10000 PRIME COAT | 75 GAL | $5.00 | $20.00 | $30.00 | $22.00 |
| 617E10100 COMPACTED AGGREGATE | 8 CY | $140 | $164 | $175 | $125 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.21 MILE | $5,000 | $4,500 | $4,500 | $5,100 |
| 642E00300 CENTER LINE, TYPE 1 | 0.11 MILE | $8,300 | $7,500 | $7,500 | $8,500 |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $810 | $7,800 | $15,000 | $2,500 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, (BIDIRECTIONAL) | 20 EACH | $35.00 | $32.00 | $9.00 | $35.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 20 EACH | $40.00 | $36.00 | $12.00 | $38.00 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 0.36 MILE | $7,200 | $6,500 | $6,500 | $7,000 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 20 FT | $15.00 | $14.00 | $14.00 | $15.00 |
| 524E95000 DRILLED SHAFTS, MISC.:EXTENSION | 6 FT | $190 | $182 | $70.00 | $425 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.:40x167 | 1,612 FT | $160 | $258k | 32% |
| 524E94903 DRILLED SHAFTS, 48" DIAMETER ABOVE BEDROCK, AS PER | 908 FT | $140 | $127k | 16% |
| 524E94905 DRILLED SHAFTS, 48" DIAMETER, INTO BEDROCK, AS PER | 410 FT | $200 | $82k | 10% |
| 524E94603 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PE | 785 FT | $60 | $47k | 6% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 1,541 SF | $25 | $39k | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $38,000 | $38k | 5% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 70 CY | $310 | $22k | 3% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 300 SY | $60 | $18k | 2% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 61 CY | $270 | $16k | 2% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 149 CY | $100 | $15k | 2% |