ATH-SR 550-15.70
ATH County · est $0.5M
Bid dateThursday, August 23—
ATH County · est $0.5M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 25 more items below.
| Item | Quantity | R1Alan Stone CO INC | R2Shelly & Sands INC | R3Righter Company INC | R4George J Igel & CO INC | R5Beaver Excavating Company | R6Craig Edward Susany INC | % of bid |
|---|---|---|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: SOLDIER PILES W24X104 | 1,356 FT | $57.00 | $57.50 | $70.00 | $71.25 | $60.00 | $100 | 19% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 420 FT | $99.00 | $115 | $261 | $160 | $150 | $200 | 10% |
| 530E00400 SPECIAL - STRUCTURES - PRECAST CONCRETE PANEL 1 | 82 EACH | $457 | $430 | $400 | $373 |
| Item | Quantity | R1Alan Stone CO INC | R2Shelly & Sands INC | R3Righter Company INC | R4George J Igel & CO INC | R5Beaver Excavating Company | R6Craig Edward Susany INC |
|---|---|---|---|---|---|---|---|
| 202E23000 PAVEMENT REMOVED | 91 SY | $9.00 | $18.00 | $15.00 | $15.00 | $90.00 | $15.00 |
| 202E23010 PAVEMENT REMOVED, ASPHALT | 53 SY | $8.00 | $11.00 | $15.00 | $37.00 | $20.00 | $15.00 |
| 203E10000 EXCAVATION | 484 CY | $8.50 | $17.00 | $15.00 | $24.50 | $22.00 |
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 →
| $455 |
| $550 |
| 9% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 487 FT | $71.00 | $110 | $75.00 | $110 | $128 | $150 | 9% |
| 524E95000 DRILLED SHAFTS, MISC.: PLUG PILE, 36" DIAMETER, UN | 477 FT | $71.00 | $95.00 | $100 | $125 | $125 | $150 | 8% |
| 624E10000 MOBILIZATION | 1 LS | $25,000 | $10,000 | $10,000 | $20,000 | $20,000 | $20,000 | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $24,000 | $13,695 | $30,000 | $15,000 | $8,000 | $40,000 | 6% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 39 CY | $578 | $550 | $462 | $365 | $550 | $600 | 6% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 300 CY | $72.00 | $135 | $70.00 | $80.00 | $93.00 | $100 | 5% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 33 CY | $473 | $450 | $406 | $325 | $450 | $500 | 4% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $12,000 | $15,000 | $2,000 | $10,000 | $7,000 | $10,000 | 3% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 287.5 FT | $29.00 | $23.20 | $23.20 | $23.44 | $22.00 | $22.00 | 2% |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $8,028 | $8,500 | $10,000 | $15,000 | $12,000 | $20,000 | 2% |
| 622E41000 PORTABLE BARRIER, 32" | 370 FT | $20.00 | $30.00 | $27.62 | $25.00 | $42.00 | $40.00 | 2% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 12 CY | $500 | $545 | $500 | $575 | $1,250 | $1,000 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $6,000 | $6,750 | $7,500 | $6,000 | $5,000 | $10,000 | 1% |
| 304E20000 AGGREGATE BASE | 66 CY | $84.00 | $85.00 | $70.00 | $80.00 | $110 | $100 | 1% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $5,248 | $18,500 | $1,000 | $19,000 | $14,000 | $55,000 | 1% |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 1% |
| 614E12338 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) | 2 EACH | $2,310 | $2,475 | $1,800 | $1,925 | $2,500 | $2,100 | 1% |
| $15.00 |
| 203E20000 EMBANKMENT | 432 CY | $6.50 | $17.00 | $15.00 | $26.50 | $28.00 | $75.00 |
| 204E10000 SUBGRADE COMPACTION | 222 SY | $2.50 | $6.00 | $2.00 | $2.50 | $7.00 | $3.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E(NCHRP 350 OR MASH 2016 | 1 EACH | $2,362 | $2,265 | $2,265 | $2,240 | $2,100 | $2,100 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,050 | $925 | $925 | $907 | $850 | $850 |
| 659E10000 SEEDING AND MULCHING | 786 SY | $2.50 | $2.75 | $2.00 | $2.93 | $4.00 | $5.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.11 TON | $3,150 | $650 | $750 | $688 | $655 | $1,000 |
| 659E31000 LIME | 0.16 ACRE | $735 | $230 | $250 | $245 | $100 | $1,000 |
| 659E35000 WATER | 5 MGAL | $3.00 | $1.00 | $10.00 | $1.07 | $1.00 | $1.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 211 FT | $11.00 | $3.50 | $10.00 | $14.00 | $14.00 | $10.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 7 FT | $50.00 | $55.00 | $25.00 | $35.00 | $28.00 | $10.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 1 EACH | $315 | $425 | $250 | $350 | $500 | $250 |
| 407E20000 NON-TRACKING TACK COAT | 66 GAL | $3.50 | $3.00 | $7.00 | $10.50 | $3.00 | $5.00 |
| 621E00100 RPM | 3 EACH | $788 | $250 | $805 | $267 | $817 | $805 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 3 EACH | $11.00 | $55.00 | $20.77 | $14.00 | $30.00 | $10.00 |
| 626E00102 BARRIER REFLECTOR, TYPE 1 BIDIRECTIONAL | 8 EACH | $9.00 | $7.50 | $7.50 | $6.40 | $7.00 | $10.00 |
| 642E00094 EDGE LINE, 6" | 0.09 MILE | $9,447 | $9,000 | $19,200 | $9,599 | $13,000 | $20,000 |
| 642E00290 CENTER LINE | 0.04 MILE | $20,467 | $19,500 | $19,245 | $20,799 | $14,000 | $20,000 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 BIDIRECTIONAL | 8 EACH | $53.00 | $10.00 | $8.00 | $8.00 | $8.00 | $10.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 8 EACH | $53.00 | $15.00 | $13.00 | $15.50 | $48.00 | $10.00 |
| 616E10000 WATER | 2 MGAL | $21.00 | $32.00 | $10.00 | $52.00 | $35.00 | $1.00 |
| 524E95000 DRILLED SHAFTS, MISC.: EXTENSION | 8 FT | $90.00 | $120 | $50.00 | $125 | $210 | $500 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $2,900 | $3,550 | $7,500 | $4,733 | $6,000 | $30,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: SOLDIER PILES W24X104 | 1,356 FT | $57 | $77k | 18% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 420 FT | $99 | $42k | 10% |
| 530E00400 SPECIAL - STRUCTURES - PRECAST CONCRETE PANEL 1 | 82 EACH | $457 | $37k | 9% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 487 FT | $71 | $35k | 8% |
| 524E95000 DRILLED SHAFTS, MISC.: PLUG PILE, 36" DIAMETER, UN | 477 FT | $71 | $34k | 8% |
| 624E10000 MOBILIZATION | 1 LS | $25,000 | $25k | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $24,000 | $24k | 6% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 39 CY | $578 | $23k | 5% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 300 CY | $72 | $22k | 5% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 33 CY | $473 | $16k | 4% |