ATH-SR 78-04.13
ATH County · est $0.7M
Bid dateThursday, May 17—
ATH County · est $0.7M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 29 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.:SOLDIER PILES W21X101 | 2,193 FT | $72.00 | $75.00 | $67.50 | $105 | 23% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 1,466 FT | $64.00 | $113 | $110 | $118 | 14% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 687 FT | $96.00 | $90.00 | $135 | $189 | 10% |
| 638E06702 18" STEEL PIPE ENCASEMENT, OPEN CUT | 485 FT | $115 | $100 | $95.00 | $140 | 8% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 251 CY | $203 | $115 | $175 | $140 | 7% |
| 530E00400 SPECIAL - STRUCTURES PRECAST CONCRETE LAGGING NO. | 155 EACH | $288 | $530 | $450 |
| Item | Quantity | R1Alan Stone CO INC | R2George J Igel & CO INC | R3Shelly & Sands INC | R4Ohio-west Virginia Excavating CO |
|---|---|---|---|---|---|
| 202E35100 PIPE REMOVED, 24" AND UNDER | 58 FT | $35.00 | $125 | $30.00 | $30.00 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 1 EACH | $200 | $250 | $250 | $2,000 |
| 203E20000 EMBANKMENT | 117 CY | $12.00 | $45.00 | $25.00 | $15.00 |
| 204E10000 SUBGRADE COMPACTION | 391 SY | $2.00 | $10.00 | $10.00 | $6.00 |
| 606E26150 |
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 →
| $900 |
| 7% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $35,000 | $15,000 | $21,000 | $40,000 | 5% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 131 CY | $263 | $282 | $250 | $300 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $29,960 | $20,000 | $20,000 | $35,000 | 4% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 29 CY | $503 | $850 | $500 | $360 | 2% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 52 CY | $252 | $250 | $350 | $450 | 2% |
| 622E41000 PORTABLE BARRIER, 32" | 1,080 FT | $12.00 | $18.90 | $17.50 | $34.00 | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 612.5 FT | $20.00 | $18.50 | $18.50 | $38.00 | 2% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $11,955 | $5,000 | $6,500 | $4,500 | 2% |
| 614E12338 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) | 4 EACH | $2,205 | $2,100 | $2,500 | $3,365 | 1% |
| 202E23000 PAVEMENT REMOVED | 176 SY | $49.00 | $37.00 | $35.00 | $30.00 | 1% |
| 611E07200 18" CONDUIT, TYPE A | 50 FT | $165 | $190 | $155 | $72.00 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $8,000 | $12,000 | $8,170 | $10,000 | 1% |
| 638E98600 WATER WORK, MISC.:TRENCH | 70 FT | $108 | $35.00 | $195 | $105 | 1% |
| 203E10000 EXCAVATION | 288 CY | $26.00 | $38.00 | $30.00 | $29.00 | 1% |
| 1 EACH |
| $2,362 |
| $2,250 |
| $2,250 |
| $2,000 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 9.2 CY | $185 | $90.00 | $200 | $218 |
| 659E10000 SEEDING AND MULCHING | 1,266 SY | $2.00 | $1.77 | $2.00 | $4.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.11 TON | $2,772 | $839 | $840 | $2,000 |
| 659E31000 LIME | 0.26 ACRE | $735 | $155 | $155 | $2,000 |
| 659E35000 WATER | 3.4 MGAL | $36.00 | $1.00 | $1.00 | $10.00 |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 0.27 CY | $3,641 | $3,500 | $3,500 | $3,500 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 2 EACH | $309 | $250 | $275 | $280 |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 49 CY | $107 | $100 | $90.00 | $168 |
| 304E20000 AGGREGATE BASE | 69 CY | $82.00 | $118 | $115 | $148 |
| 407E20000 NON-TRACKING TACK COAT | 241 GAL | $4.50 | $6.75 | $3.00 | $3.00 |
| 408E10000 PRIME COAT | 63 GAL | $8.50 | $14.75 | $10.00 | $23.00 |
| 617E10100 COMPACTED AGGREGATE | 7 CY | $105 | $160 | $150 | $168 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 447 FT | $6.00 | $6.00 | $3.00 | $5.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 23 FT | $23.00 | $7.25 | $35.00 | $20.00 |
| 530E00400 SPECIAL - STRUCTURESPRECAST CONCRETE LAGGING NO. 2 | 1 EACH | $723 | $545 | $750 | $3,800 |
| 621E00100 RPM | 19 EACH | $157 | $70.00 | $70.00 | $650 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 19 EACH | $11.00 | $8.75 | $10.00 | $25.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 BIDIRECTIONAL | 26 EACH | $9.00 | $8.50 | $8.50 | $9.00 |
| 642E00094 EDGE LINE, 6" | 0.27 MILE | $3,359 | $4,600 | $3,200 | $32,300 |
| 642E00290 CENTER LINE | 0.13 MILE | $6,718 | $9,600 | $6,400 | $34,250 |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $7,000 | $10,000 | $17,500 | $1,000 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $200 | $15,000 | $35,000 | $16,500 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $2,500 | $4,200 | $5,600 | $12,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.:SOLDIER PILES W21X101 | 2,193 FT | $72 | $158k | 22% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 1,466 FT | $64 | $94k | 13% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 687 FT | $96 | $66k | 9% |
| 638E06702 18" STEEL PIPE ENCASEMENT, OPEN CUT | 485 FT | $115 | $56k | 8% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 251 CY | $203 | $51k | 7% |
| 530E00400 SPECIAL - STRUCTURES PRECAST CONCRETE LAGGING NO. | 155 EACH | $288 | $45k | 6% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $35,000 | $35k | 5% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 131 CY | $263 | $34k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $29,960 | $30k | 4% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 29 CY | $503 | $15k | 2% |