ATH-SR 144-05.15
ATH County · est $0.9M
Bid dateThursday, August 23—
ATH County · est $0.9M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 27 more items below.
| Item | Quantity | R1Alan Stone CO INC | R2Righter Company INC | R3Shelly & Sands INC | R4R C Construction Company And Son INC | R5Suburban Maintenance & Construction | R6INC D G M INC | % of bid |
|---|---|---|---|---|---|---|---|---|
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 1,700 FT | $79.00 | $90.00 | $115 | $100 | $105 | $50.00 | 21% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 1,771 FT | $75.00 | $90.00 | $77.50 | $100 | $40.00 | $143 | 21% |
| 507E00400 STEEL PILES, MISC.: SOLDIER PILES W14X90 | 2,587 FT | $49.00 | $60.00 |
| Item | Quantity | R1Alan Stone CO INC | R2Righter Company INC | R3Shelly & Sands INC | R4R C Construction Company And Son INC | R5Suburban Maintenance & Construction | R6INC D G M INC |
|---|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,000 | $1,000 | $30,744 | $2,500 | $25,000 | $23,000 |
| 202E23000 PAVEMENT REMOVED | 82 SY | $10.00 | $10.00 | $18.00 | $20.00 | $15.00 | $15.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 66 FT | $13.00 | $10.00 | $8.00 | $10.00 |
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 →
| $51.00 |
| $55.00 |
| $48.00 |
| $67.00 |
| 20% |
| 530E00400 SPECIAL - STRUCTURES: PRECAST CONCRETE LAGGING NO. | 227 EACH | $214 | $282 | $245 | $200 | $540 | $360 | 8% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 74 CY | $420 | $325 | $400 | $325 | $400 | $425 | 5% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $27,000 | $40,000 | $39,750 | $40,000 | $46,000 | $35,000 | 4% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 279 CY | $65.00 | $60.00 | $150 | $65.00 | $65.00 | $75.00 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $17,000 | $20,000 | $20,000 | $10,000 | $48,000 | $20,000 | 3% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 33 CY | $459 | $350 | $475 | $250 | $300 | $400 | 2% |
| 611E05701 15" CONDUIT, TYPE A, AS PER PLAN, 706.02 | 78 FT | $157 | $100 | $160 | $150 | $50.00 | $150 | 2% |
| 622E41001 PORTABLE BARRIER, 32", AS PER PLAN | 1,310 FT | $9.00 | $15.00 | $15.00 | $25.00 | $31.00 | $11.00 | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 512.5 FT | $19.00 | $18.00 | $18.00 | $38.00 | $18.00 | $21.00 | 2% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 14 CY | $630 | $405 | $600 | $295 | $600 | $630 | 1% |
| 614E12339 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL), AS PE | 4 EACH | $2,047 | $1,800 | $1,950 | $2,500 | $2,000 | $1,300 | 1% |
| 511E52100 CLASS QC FS CONCRETE | 34 CY | $180 | $200 | $165 | $250 | $250 | $200 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $5,000 | $14,000 | $5,744 | $30,000 | $15,000 | $20,000 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $5,000 | $10,000 | $8,450 | $10,000 | $10,000 | $17,500 | 1% |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 439 FT | $8.50 | $10.00 | $5.00 | $20.00 | $8.00 | $15.00 | 1% |
| 621E00100 RPM | 19 EACH | $158 | $149 | $300 | $300 | $300 | $150 | 0% |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 0% |
| $75.00 |
| $15.00 |
| 202E38000 GUARDRAIL REMOVED | 512.5 FT | $2.50 | $2.50 | $2.50 | $2.00 | $2.50 | $1.00 |
| 202E98100 REMOVAL MISC.: PILE EXTRACTION | 2 EACH | $613 | $500 | $625 | $3,500 | $500 | $200 |
| 203E10000 EXCAVATION | 16 CY | $26.00 | $25.00 | $23.00 | $10.00 | $50.00 | $40.00 |
| 203E20000 EMBANKMENT | 237 CY | $12.00 | $20.00 | $19.00 | $10.00 | $15.00 | $15.00 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 6 CY | $177 | $127 | $300 | $400 | $95.00 | $100 |
| 659E10000 SEEDING AND MULCHING | 1,100 SY | $1.50 | $1.50 | $1.70 | $5.00 | $2.50 | $4.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.15 TON | $2,772 | $750 | $660 | $1,200 | $500 | $300 |
| 659E31000 LIME | 0.23 ACRE | $736 | $250 | $150 | $800 | $500 | $80.00 |
| 659E35000 WATER | 2.97 MGAL | $3.00 | $10.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 0.5 CY | $1,884 | $2,000 | $2,500 | $500 | $2,000 | $1,500 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 2 EACH | $314 | $200 | $250 | $250 | $500 | $200 |
| 304E20000 AGGREGATE BASE | 16 CY | $110 | $70.00 | $90.00 | $75.00 | $65.00 | $100 |
| 407E20000 NON-TRACKING TACK COAT | 138 GAL | $5.50 | $7.00 | $5.00 | $10.00 | $5.00 | $5.00 |
| 408E10000 PRIME COAT | 134 GAL | $11.00 | $10.00 | $10.00 | $10.00 | $5.00 | $10.00 |
| 617E10100 COMPACTED AGGREGATE | 28 CY | $96.00 | $50.00 | $100 | $75.00 | $75.00 | $100 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 19 EACH | $11.00 | $10.00 | $10.00 | $50.00 | $50.00 | $1.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 11 EACH | $8.50 | $8.00 | $8.00 | $20.00 | $8.00 | $10.00 |
| 642E00094 EDGE LINE, 6" | 0.28 MILE | $1,837 | $1,750 | $1,750 | $8,500 | $1,750 | $2,000 |
| 642E00290 CENTER LINE | 0.14 MILE | $3,412 | $3,250 | $3,250 | $8,500 | $3,250 | $3,500 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $250 | $100 | $1,750 | $15,000 | $30,000 | $3,000 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 17 FT | $53.00 | $15.00 | $40.00 | $20.00 | $8.00 | $25.00 |
| 524E95000 DRILLED SHAFTS, MISC.: EXTENSION | 10 FT | $53.00 | $90.00 | $75.00 | $100 | $100 | $100 |
| 530E00400 SPECIAL - STRUCTURES: PRECAST CONCRETE LAGGING NO. | 2 EACH | $350 | $330 | $500 | $750 | $1,000 | $400 |
| 530E00400 SPECIAL - STRUCTURES: PRECAST CONCRETE LAGGING NO. | 2 EACH | $1,200 | $330 | $700 | $750 | $1,500 | $450 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 1,700 FT | $79 | $134k | 21% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 1,771 FT | $75 | $133k | 20% |
| 507E00400 STEEL PILES, MISC.: SOLDIER PILES W14X90 | 2,587 FT | $49 | $127k | 19% |
| 530E00400 SPECIAL - STRUCTURES: PRECAST CONCRETE LAGGING NO. | 227 EACH | $214 | $49k | 7% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 74 CY | $420 | $31k | 5% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $27,000 | $27k | 4% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 279 CY | $65 | $18k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $17,000 | $17k | 3% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 33 CY | $459 | $15k | 2% |
| 611E05701 15" CONDUIT, TYPE A, AS PER PLAN, 706.02 | 78 FT | $157 | $12k | 2% |