ATH-SR 56-06.69
ATH County · est $1.1M
Bid dateThursday, January 25—
ATH County · est $1.1M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 6.0%
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 | R1Allard Excavation LLC | R2Freedom Construction Enterprises, INC | R3Shelly & Sands INC | R4Trucco Construction CO INC | R5Double Z Construction Company | R6George J Igel & CO INC | R7Tucson INC | R8Glenn O Hawbaker INC | R9Sunesis Construction CO | R10Alan Stone CO INC | % of bid |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 601E25001 DUMPED ROCK FILL, TYPE A, AS PER PLAN | 6,029 CY | $49.07 | $46.00 | $49.00 | $60.00 | $55.00 | $50.00 | $60.00 | $96.50 | $81.92 | $70.82 | 35% |
| Item | Quantity | R1Allard Excavation LLC | R2Freedom Construction Enterprises, INC | R3Shelly & Sands INC | R4Trucco Construction CO INC | R5Double Z Construction Company | R6George J Igel & CO INC | R7Tucson INC | R8Glenn O Hawbaker INC | R9Sunesis Construction CO | R10Alan Stone CO INC |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 850 FT | $1.82 | $3.00 | $2.00 | $2.00 | $1.20 | $1.20 | $2.75 | $2.00 | $2.50 | $1.25 |
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 →
| 203E20000 EMBANKMENT | 18,633 CY | $6.33 | $7.00 | $9.45 | $9.70 | $8.00 | $9.00 | $9.75 | $5.00 | $8.23 | $9.65 | 14% |
| 203E35001 GRANULAR EMBANKMENT, AS PER PLAN | 1,279 CY | $58.74 | $64.00 | $43.00 | $55.00 | $70.00 | $70.00 | $70.00 | $70.25 | $89.86 | $54.98 | 9% |
| 624E10000 MOBILIZATION | 1 LS | $74,200 | $20,000 | $20,000 | $20,000 | $40,000 | $40,000 | $40,000 | $15,500 | $34,441 | $46,662 | 9% |
| 203E35120 GRANULAR MATERIAL, TYPE C | 1,263 CY | $54.53 | $69.00 | $65.00 | $49.00 | $40.00 | $56.00 | $65.00 | $72.75 | $80.78 | $62.98 | 8% |
| 203E10000 EXCAVATION | 14,430 CY | $3.31 | $6.50 | $8.25 | $6.00 | $10.50 | $10.65 | $9.00 | $3.60 | $6.10 | $13.04 | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $37,950 | $6,404 | $6,000 | $20,000 | $40,000 | $48,225 | $15,000 | $5,600 | $18,195 | $33,250 | 4% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $17,000 | $27,008 | $24,000 | $1,500 | $1,000 | $1,000 | $25,500 | $28,550 | $12,500 | $5,248 | 2% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 66 CY | $250 | $329 | $350 | $333 | $350 | $220 | $288 | $195 | $280 | $294 | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 850 FT | $15.92 | $19.00 | $15.50 | $15.50 | $15.80 | $15.80 | $18.00 | $20.50 | $17.56 | $16.59 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $12,355 | $16,440 | $5,400 | $6,900 | $10,000 | $6,500 | $13,000 | $10,500 | $7,119 | $9,500 | 1% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $11,543 | $36,066 | $40,000 | $34,544 | $45,000 | $29,000 | $25,000 | $9,000 | $32,800 | $30,000 | 1% |
| 622E41000 PORTABLE BARRIER, 32" | 510 FT | $18.50 | $35.00 | $14.25 | $20.00 | $20.00 | $21.00 | $28.00 | $46.00 | $24.50 | $20.51 | 1% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 33 CY | $285 | $352 | $350 | $357 | $350 | $340 | $310 | $215 | $300 | $315 | 1% |
| 659E10000 SEEDING AND MULCHING | 7,692 SY | $1.20 | $1.00 | $0.70 | $0.70 | $0.70 | $0.70 | $1.75 | $1.00 | $1.59 | $1.25 | 1% |
| 832E30000 EROSION CONTROL | 9,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $6,900 | $2,936 | $11,110 | $3,000 | $8,000 | $25,100 | $10,000 | $9,875 | $8,000 | $15,744 | 1% |
| 621E00100 RPM | 9 EACH | $600 | $705 | $150 | $300 | $380 | $310 | $400 | $715 | $380 | $326 | 1% |
| 611E01400 6" CONDUIT, TYPE E, 707.31 (PERFORATED) | 1,759 FT | $2.42 | $4.00 | $3.50 | $7.00 | $3.00 | $3.00 | $14.00 | $11.50 | $3.00 | $3.93 | 1% |
| 614E12338 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) | 2 EACH | $2,062 | $2,349 | $1,950 | $2,000 | $2,200 | $2,180 | $2,750 | $2,375 | $2,100 | $2,289 | 0% |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A |
| 1 EACH |
| $132 |
| $294 |
| $200 |
| $200 |
| $215 |
| $215 |
| $250 |
| $315 |
| $250 |
| $226 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 1 EACH | $132 | $176 | $150 | $150 | $160 | $160 | $200 | $315 | $150 | $168 |
| 204E10000 SUBGRADE COMPACTION | 244 SY | $2.52 | $2.00 | $3.00 | $1.00 | $2.00 | $4.30 | $3.00 | $2.00 | $6.42 | $2.39 |
| 204E50100 GEOTEXTILE FABRIC, 712.09, TYPE A | 3,114 SY | $0.65 | $2.00 | $1.20 | $2.50 | $2.00 | $1.20 | $1.50 | $2.00 | $2.03 | $1.13 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | 2 EACH | $1,950 | $2,290 | $1,950 | $1,950 | $1,835 | $1,835 | $2,100 | $2,325 | $1,950 | $1,926 |
| 659E00300 TOPSOIL | 57 CY | $21.60 | $19.00 | $10.00 | $4.00 | $30.00 | $12.00 | $40.00 | $105 | $22.87 | $35.30 |
| 659E20000 COMMERCIAL FERTILIZER | 1.04 TON | $450 | $734 | $667 | $625 | $625 | $625 | $900 | $775 | $450 | $368 |
| 659E31000 LIME | 1.59 ACRE | $60.00 | $117 | $153 | $100 | $100 | $100 | $150 | $560 | $60.00 | $94.47 |
| 659E35000 WATER | 20.8 MGAL | $10.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $10.00 | $1.05 |
| 670E00500 SLOPE EROSION PROTECTION | 1,506 SY | $2.25 | $2.00 | $1.38 | $1.88 | $1.88 | $1.88 | $2.00 | $2.25 | $2.25 | $2.05 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $3,438 | $6,893 | $3,638 | $1,000 | $5,000 | $2,040 | $5,500 | $6,500 | $4,560 | $4,500 |
| 605E31100 AGGREGATE DRAINS | 148 FT | $8.53 | $22.00 | $25.00 | $8.00 | $10.00 | $11.00 | $16.00 | $28.00 | $16.06 | $20.37 |
| 611E01500 6" CONDUIT, TYPE F, 707.33 | 273 FT | $2.63 | $14.00 | $11.50 | $7.00 | $15.00 | $20.00 | $13.00 | $11.00 | $20.69 | $12.06 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 2 EACH | $352 | $392 | $450 | $100 | $300 | $250 | $175 | $300 | $383 | $311 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 408 FT | $2.25 | $3.00 | $2.00 | $2.00 | $3.00 | $2.50 | $4.00 | $12.50 | $2.25 | $6.30 |
| 304E20000 AGGREGATE BASE | 37 CY | $66.95 | $132 | $120 | $65.00 | $80.00 | $85.00 | $110 | $115 | $107 | $87.40 |
| 407E20000 NON-TRACKING TACK COAT | 161 GAL | $3.25 | $5.00 | $3.00 | $4.80 | $3.00 | $5.00 | $4.00 | $4.00 | $4.00 | $4.20 |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (9 CY | $285 | $352 | $350 | $357 | $350 | $200 | $310 | $215 | $300 | $315 |
| 617E10100 COMPACTED AGGREGATE | 24 CY | $50.87 | $121 | $175 | $65.00 | $100 | $105 | $115 | $105 | $120 | $56.64 |
| 614E13312 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 17 EACH | $6.50 | $8.00 | $7.50 | $15.80 | $8.00 | $15.00 | $11.00 | $9.00 | $6.50 | $7.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 9 EACH | $8.90 | $11.00 | $16.25 | $10.00 | $20.00 | $20.00 | $50.00 | $88.00 | $9.54 | $10.38 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH | $50.00 | $59.00 | $155 | $100 | $95.00 | $95.00 | $50.00 | $185 | $50.00 | $99.72 |
| 642E00094 EDGE LINE, 6" | 0.25 MILE | $3,100 | $3,640 | $965 | $3,100 | $695 | $3,100 | $3,250 | $3,675 | $3,100 | $3,254 |
| 642E00290 CENTER LINE | 0.12 MILE | $6,000 | $7,046 | $1,235 | $6,000 | $1,235 | $6,000 | $6,250 | $7,150 | $6,000 | $6,298 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 11 EACH | $35.00 | $41.00 | $18.00 | $10.00 | $6.00 | $16.00 | $40.00 | $41.50 | $6.50 | $36.74 |
| 614E13360 OBJECT MARKER, TWO WAY | 28 EACH | $28.00 | $33.00 | $18.00 | $10.00 | $10.00 | $20.00 | $30.00 | $33.25 | $28.00 | $29.39 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 0.13 MILE | $8,455 | $9,928 | $8,455 | $8,455 | $12,470 | $8,455 | $9,000 | $10,000 | $8,455 | $8,875 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 24 FT | $11.25 | $13.00 | $11.25 | $11.25 | $5.00 | $11.25 | $12.00 | $13.50 | $11.25 | $11.81 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 601E25001 DUMPED ROCK FILL, TYPE A, AS PER PLAN | 6,029 CY | $49.07 | $296k | 34% |
| 203E20000 EMBANKMENT | 18,633 CY | $6.33 | $118k | 13% |
| 203E35001 GRANULAR EMBANKMENT, AS PER PLAN | 1,279 CY | $58.74 | $75k | 9% |
| 624E10000 MOBILIZATION | 1 LS | $74,200 | $74k | 8% |
| 203E35120 GRANULAR MATERIAL, TYPE C | 1,263 CY | $54.53 | $69k | 8% |
| 203E10000 EXCAVATION | 14,430 CY | $3.31 | $48k | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $37,950 | $38k | 4% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $17,000 | $17k | 2% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 66 CY | $250 | $17k | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 850 FT | $15.92 | $14k | 2% |