ATH-SR 329-01.00
ATH County · est $0.5M
Bid dateThursday, February 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 | R2R C Construction Company And Son INC | R3Axis Civil Construction LLC | R4Parker Corporation | % of bid |
|---|---|---|---|---|---|---|
| 203E10000 EXCAVATION | 4,508 CY | $14.00 | $10.00 | $17.00 | $20.00 | 16% |
| 203E35121 GRANULAR MATERIAL, TYPE C, AS PER PLAN | 545 CY | $100 | $75.00 | $105 | $80.00 | 14% |
| 601E27001 DUMPED ROCK FILL, TYPE C, AS PER PLAN | 1,060 CY | $48.00 | $60.00 | $92.00 | $80.00 | 13% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $27,500 | $25,000 | $12,500 | $20,000 | 7% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 89 CY | $300 | $325 | $350 | $400 | 7% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 65 CY | $340 | $300 | $350 |
| Item | Quantity | R1Alan Stone CO INC | R2R C Construction Company And Son INC | R3Axis Civil Construction LLC | R4Parker Corporation |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $823 | $2,000 | $10,000 | $10,000 |
| 204E10000 SUBGRADE COMPACTION | 428 SY | $3.50 | $2.00 | $5.00 | $1.00 |
| 690E12010 SPECIAL - GEOTEXTILE FABRIC, 712.09, TYPE A | 1,068 SY | $1.50 | $10.00 | $3.00 | $2.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.2 TON | $1,200 | $1,950 | $1,400 | $5,000 |
| 659E31000 LIME |
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 →
| $390 |
| 6% |
| 203E20000 EMBANKMENT | 2,578 CY | $8.00 | $15.00 | $12.00 | $20.00 | 5% |
| 203E35001 GRANULAR EMBANKMENT, AS PER PLAN (NO. 8 AGGREGATE) | 243 CY | $69.00 | $85.00 | $105 | $80.00 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $15,000 | $10,000 | $15,000 | $10,000 | 4% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 156 SY | $81.00 | $100 | $95.00 | $90.00 | 3% |
| 202E23000 PAVEMENT REMOVED | 354 SY | $34.00 | $20.00 | $13.00 | $5.00 | 3% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 470 FT | $25.00 | $20.00 | $22.00 | $10.00 | 3% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 500 FT | $21.00 | $21.00 | $22.44 | $21.00 | 3% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $10,000 | $4,000 | $7,500 | $7,000 | 3% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $9,800 | $12,500 | $10,000 | $10,000 | 2% |
| 304E20000 AGGREGATE BASE | 69 CY | $126 | $85.00 | $125 | $70.00 | 2% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,900 | $1,800 | $1,800 | $1,500 | 1% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 2 EACH | $2,600 | $2,600 | $2,350 | $2,600 | 1% |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | 1% |
| 659E10000 SEEDING AND MULCHING | 1,889 SY | $2.50 | $5.00 | $1.80 | $1.00 | 1% |
| 0.4 ACRE |
| $1,000 |
| $1,000 |
| $100 |
| $2,500 |
| 659E35000 WATER | 11 MGAL | $100 | $1.00 | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 91 FT | $24.00 | $10.00 | $22.00 | $10.00 |
| 611E01400 6" CONDUIT, TYPE E, 707.31 (PERFORATED) | 328 FT | $1.50 | $20.00 | $15.00 | $20.00 |
| 611E01500 6" CONDUIT, TYPE F, 707.33 | 28 FT | $30.00 | $20.00 | $15.00 | $20.00 |
| 611E10201 24" CONDUIT, TYPE A, AS PER PLAN | 5 FT | $153 | $200 | $200 | $100 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 1 EACH | $338 | $200 | $500 | $200 |
| 407E20000 NON-TRACKING TACK COAT | 161 GAL | $7.00 | $20.00 | $5.00 | $20.00 |
| 408E10000 PRIME COAT | 132 GAL | $7.00 | $25.00 | $2.00 | $20.00 |
| 617E10100 COMPACTED AGGREGATE | 14 CY | $151 | $100 | $190 | $70.00 |
| 621E00100 RPM | 19 EACH | $175 | $200 | $175 | $175 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 19 EACH | $23.00 | $50.00 | $20.00 | $20.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 12 EACH | $10.00 | $25.00 | $10.00 | $10.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.28 MILE | $3,000 | $3,000 | $3,000 | $3,000 |
| 642E00300 CENTER LINE, TYPE 1 | 0.14 MILE | $6,000 | $6,000 | $6,000 | $6,000 |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $3,200 | $4,500 | $1,000 | $200 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 10 EACH | $38.00 | $20.00 | $20.00 | $10.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 10 EACH | $40.00 | $20.00 | $20.00 | $10.00 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 0.22 MILE | $4,250 | $12,500 | $4,250 | $4,546 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 20 FT | $13.00 | $50.00 | $13.00 | $10.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $3,100 | $20,000 | $4,500 | $10,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 203E10000 EXCAVATION | 4,508 CY | $14 | $63k | 15% |
| 203E35121 GRANULAR MATERIAL, TYPE C, AS PER PLAN | 545 CY | $100 | $55k | 13% |
| 601E27001 DUMPED ROCK FILL, TYPE C, AS PER PLAN | 1,060 CY | $48 | $51k | 12% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $27,500 | $28k | 7% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 89 CY | $300 | $27k | 6% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 65 CY | $340 | $22k | 5% |
| 203E20000 EMBANKMENT | 2,578 CY | $8 | $21k | 5% |
| 203E35001 GRANULAR EMBANKMENT, AS PER PLAN (NO. 8 AGGREGATE) | 243 CY | $69 | $17k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $15,000 | $15k | 4% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 156 SY | $81 | $13k | 3% |