ATH-SR 550-17.76
ATH County · est $0.4M
Bid dateThursday, May 17—
ATH County · est $0.4M
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 | R1George J Igel & CO INC | R2Alan Stone CO INC | R3Shelly & Sands INC | R4Ohio-west Virginia Excavating CO | R5R C Construction Company And Son | % of bid |
|---|---|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: SOLDIER PILES W21X101 | 1,152 FT | $75.00 | $69.00 | $67.50 | $80.00 | $85.00 | 23% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 439 FT | $113 | $71.00 | $97.00 | $100 | $125 | 13% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 370 FT | $124 | $127 | $137 | $120 | $175 | 12% |
| 530E00400 SPECIAL - STRUCTURES: PRECAST CONCRETE LAGGING NO. | 91 EACH | $350 | $292 | $450 | $415 | $300 | 8% |
| 524E94803 DRILLED SHAFTS, 42" DIAMETER, ABOVE BEDROCK, AS PE | 180 FT | $136 | $111 | $142 | $170 | $200 | 7% |
| 614E11000 MAINTAINING TRAFFIC |
| Item | Quantity | R1George J Igel & CO INC | R2Alan Stone CO INC | R3Shelly & Sands INC | R4Ohio-west Virginia Excavating CO | R5R C Construction Company And Son |
|---|---|---|---|---|---|---|
| 202E23000 PAVEMENT REMOVED | 49 SY | $32.00 | $36.00 | $45.00 | $35.00 | $50.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 10 FT | $23.50 | $22.00 | $25.00 | $65.00 | $25.00 |
| 202E38000 GUARDRAIL REMOVED | 275 FT | $1.80 | $3.00 | $1.80 | $6.00 | $3.00 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 1 EACH |
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 LS |
| $18,625 |
| $44,000 |
| $51,949 |
| $56,000 |
| $35,000 |
| 5% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 118 CY | $133 | $236 | $155 | $125 | $75.00 | 4% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 67 CY | $215 | $354 | $337 | $425 | $375 | 4% |
| 622E41001 PORTABLE BARRIER, 32", AS PER PLAN | 600 FT | $19.00 | $7.00 | $20.00 | $23.50 | $20.00 | 3% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $10,000 | $48.00 | $9,000 | $2,300 | $10,000 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $10,000 | $30,000 | $20,000 | $10,000 | $10,000 | 3% |
| 614E12339 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL), AS PE | 4 EACH | $2,140 | $2,834 | $2,500 | $3,000 | $2,000 | 2% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 30 CY | $275 | $420 | $500 | $550 | $350 | 2% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 25 CY | $308 | $347 | $330 | $425 | $350 | 2% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $6,000 | $2,146 | $5,500 | $2,000 | $4,500 | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 262.5 FT | $22.40 | $23.00 | $22.40 | $25.00 | $24.00 | 2% |
| 204E10000 SUBGRADE COMPACTION | 108 SY | $52.25 | $2.50 | $4.50 | $9.00 | $2.00 | 2% |
| 203E20000 EMBANKMENT | 117 CY | $48.00 | $12.00 | $30.00 | $35.00 | $20.00 | 1% |
| 617E10100 COMPACTED AGGREGATE | 18 CY | $280 | $98.00 | $150 | $200 | $75.00 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $4,500 | $2,500 | $3,750 | $8,500 | $20,000 | 1% |
| $245 |
| $127 |
| $245 |
| $2,200 |
| $750 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 1 EACH | $170 | $250 | $170 | $2,200 | $750 |
| 202E70000 SPECIAL - FILL AND PLUG EXISTING CONDUIT | 45 FT | $10.50 | $40.00 | $35.00 | $90.00 | $175 |
| 202E98100 REMOVAL MISC.: HEADWALL | 1 EACH | $170 | $215 | $250 | $250 | $500 |
| 203E10000 EXCAVATION | 8 CY | $75.00 | $54.00 | $45.00 | $32.00 | $20.00 |
| 606E26100 ANCHOR ASSEMBLY, TYPE E | 2 EACH | $2,235 | $2,100 | $2,235 | $2,300 | $2,200 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 3 CY | $160 | $401 | $300 | $160 | $200 |
| 659E10000 SEEDING AND MULCHING | 388 SY | $3.94 | $3.00 | $4.00 | $5.00 | $10.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.05 TON | $700 | $2,772 | $700 | $325 | $1,200 |
| 659E31000 LIME | 0.01 ACRE | $132 | $739 | $125 | $650 | $800 |
| 659E35000 WATER | 1.05 MGAL | $1.05 | $36.00 | $1.00 | $10.00 | $1.00 |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 0.33 CY | $3,000 | $5,756 | $2,500 | $2,500 | $3,500 |
| 611E07200 18" CONDUIT, TYPE A | 47 FT | $95.00 | $195 | $115 | $120 | $125 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 2 EACH | $330 | $324 | $275 | $400 | $250 |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 29 CY | $110 | $100 | $85.00 | $250 | $150 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 182 FT | $6.00 | $21.00 | $3.50 | $5.00 | $20.00 |
| 304E20000 AGGREGATE BASE | 27 CY | $130 | $98.00 | $75.00 | $150 | $75.00 |
| 407E20000 NON-TRACKING TACK COAT | 114 GAL | $7.00 | $4.50 | $4.00 | $5.00 | $10.00 |
| 408E10000 PRIME COAT | 85 GAL | $17.00 | $20.00 | $19.00 | $23.00 | $20.00 |
| 621E00100 RPM | 12 EACH | $150 | $158 | $125 | $550 | $300 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 12 EACH | $8.25 | $12.00 | $20.00 | $20.00 | $50.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 8 EACH | $6.25 | $7.50 | $6.25 | $9.00 | $40.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH | $60.50 | $53.00 | $75.00 | $55.00 | $75.00 |
| 630E86010 REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECT | 1 EACH | $97.50 | $53.00 | $190 | $55.00 | $75.00 |
| 642E00094 EDGE LINE, 6" | 0.18 MILE | $7,500 | $7,872 | $4,200 | $4,500 | $12,500 |
| 642E00290 CENTER LINE | 0.09 MILE | $7,800 | $13,729 | $7,800 | $8,500 | $12,500 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $1,500 | $200 | $17,500 | $4,500 | $50,000 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 201 FT | $3.85 | $6.00 | $4.00 | $9.00 | $10.00 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 17 FT | $18.50 | $31.00 | $35.00 | $25.00 | $10.00 |
| 530E00400 SPECIAL - STRUCTURES: PRECAST CONCRETE LAGGING NO. | 10 EACH | $427 | $244 | $451 | $375 | $300 |
| 530E00400 SPECIAL - STRUCTURES: PRECAST CONCRETE LAGGING NO. | 1 EACH | $1,000 | $5,187 | $1,150 | $2,000 | $300 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: SOLDIER PILES W21X101 | 1,152 FT | $75 | $86k | 21% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 439 FT | $113 | $50k | 12% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 370 FT | $123.5 | $46k | 11% |
| 530E00400 SPECIAL - STRUCTURES: PRECAST CONCRETE LAGGING NO. | 91 EACH | $350 | $32k | 8% |
| 524E94803 DRILLED SHAFTS, 42" DIAMETER, ABOVE BEDROCK, AS PE | 180 FT | $136 | $24k | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $18,625 | $19k | 4% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 118 CY | $133 | $16k | 4% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 67 CY | $215 | $14k | 3% |
| 622E41001 PORTABLE BARRIER, 32", AS PER PLAN | 600 FT | $19 | $11k | 3% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $10,000 | $10k | 2% |