Fai-SR 37-27.41
Fairfield County · est $0.7M
Bid dateThursday, January 26—
Fairfield County · est $0.7M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 5.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 13 more items below.
| Item | Quantity | R1Complete General Construction Company | R2George J Igel & CO INC | R3Alan Stone CO INC | R4Ohio-west Virginia Excavating CO | R5Shelly & Sands INC | % of bid |
|---|---|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: W21X68 SOLDIER PILE | 2,940 FT | $58.00 | $60.00 | $65.00 | $53.80 | $60.00 | 30% |
| 524E94601 DRILLED SHAFTS, 30" DIAMETER, AS PER PLAN A | 3,000 FT | $54.00 | $121 | $129 | $121 | $150 | 29% |
| 524E94601 DRILLED SHAFTS, 30" DIAMETER, AS PER PLAN B | 1,500 FT | $70.00 | $75.00 | $116 | $143 | $109 | 19% |
| Item | Quantity | R1Complete General Construction Company | R2George J Igel & CO INC | R3Alan Stone CO INC | R4Ohio-west Virginia Excavating CO | R5Shelly & Sands INC |
|---|---|---|---|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 12.5 FT | $5.00 | $3.60 | $27.00 | $4.00 | $10.00 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 1 EACH | $100 | $165 | $338 | $100 | $250 |
| 203E10000 EXCAVATION | 62 CY | $25.00 | $29.00 | $33.98 | $35.00 | $28.00 |
| 204E10000 SUBGRADE COMPACTION |
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 →
| 624E10000 MOBILIZATION |
| 1 LS |
| $20,000 |
| $20,000 |
| $13,000 |
| $30,000 |
| $20,000 |
| 4% |
| 690E98400 SPECIAL - MISC.: ROADWAY PRESERVATION | 1 LS | $15,000 | $28,100 | $5,000 | $20,000 | $19,000 | 3% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 144 CY | $100 | $150 | $136 | $121 | $185 | 3% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 10 CY | $1,275 | $465 | $350 | $596 | $255 | 2% |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 12 SNMT | $900 | $1,500 | $838 | $1,700 | $800 | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 325 FT | $25.28 | $20.20 | $27.51 | $36.00 | $20.44 | 1% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $8,000 | $5,000 | $4,200 | $3,000 | $8,700 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $6,000 | $5,000 | $8,000 | $11,000 | $6,117 | 1% |
| 614E12420 DETOUR SIGNING | 1 LS | $4,950 | $4,950 | $6,931 | $5,700 | $8,900 | 1% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 49 CY | $85.00 | $120 | $65.50 | $107 | $125 | 1% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $3,200 | $3,200 | $3,000 | $37,300 | $1,500 | 1% |
| 659E00510 SEEDING AND MULCHING, CLASS 2 | 680 SY | $4.60 | $3.50 | $20.74 | $5.00 | $4.35 | 1% |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 1% |
| 304E20000 AGGREGATE BASE | 20 CY | $150 | $90.00 | $70.00 | $171 | $135 | 1% |
| 203E20000 EMBANKMENT | 94 CY | $30.00 | $26.00 | $32.20 | $34.00 | $45.00 | 1% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (NCHRP350 OR MASH 2016 | 1 EACH | $2,400 | $2,925 | $2,632 | $2,600 | $2,600 | 0% |
| 518E40001 6" PERFORATED CORRUGATED PLASTIC PIPE, AS PER PLAN | 300 FT | $8.00 | $3.50 | $6.38 | $7.00 | $2.75 | 0% |
| 222 SY |
| $8.00 |
| $3.00 |
| $4.62 |
| $4.00 |
| $5.00 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 2 SY | $500 | $340 | $220 | $694 | $125 |
| 659E20000 COMMERCIAL FERTILIZER | 0.09 TON | $1,400 | $1,700 | $1,000 | $1,600 | $910 |
| 659E31000 LIME | 0.14 ACRE | $100 | $630 | $700 | $100 | $155 |
| 659E35000 WATER | 4 MGAL | $1.00 | $5.00 | $1.00 | $1.00 | $1.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 13 FT | $16.50 | $50.00 | $28.59 | $34.00 | $32.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 1 EACH | $350 | $850 | $350 | $800 | $250 |
| 407E10000 TACK COAT | 20 GAL | $2.50 | $15.00 | $4.72 | $30.00 | $8.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 6 EACH | $12.00 | $12.50 | $13.33 | $10.00 | $10.00 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $2,000 | $6,250 | $7,500 | $850 | $7,600 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: W21X68 SOLDIER PILE | 2,940 FT | $58 | $171k | 30% |
| 524E94601 DRILLED SHAFTS, 30" DIAMETER, AS PER PLAN A | 3,000 FT | $54 | $162k | 28% |
| 524E94601 DRILLED SHAFTS, 30" DIAMETER, AS PER PLAN B | 1,500 FT | $70 | $105k | 18% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $20k | 4% |
| 690E98400 SPECIAL - MISC.: ROADWAY PRESERVATION | 1 LS | $15,000 | $15k | 3% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 144 CY | $100 | $14k | 3% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 10 CY | $1,275 | $13k | 2% |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 12 SNMT | $900 | $11k | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 325 FT | $25.28 | $8k | 1% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $8,000 | $8k | 1% |