Nob-SR 78-11.38
Noble County · est $1.0M
Bid dateThursday, May 13—
Noble County · est $1.0M
Published by ODOT on this contract’s Proposal PDF · EDGE 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 · 20 more items below.
| Item | Quantity | R1Alan Stone CO INC | R2Shelly & Sands INC | R3Kokosing Construction Company INC | R4Ohio-west Virginia Excavating CO | R5R C Construction Company And Son | % of bid |
|---|---|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: SOLDIER PILES, W24x146 | 2,438 FT | $95.00 | $94.00 | $107 | $99.50 | $90.00 | 31% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 2,497 FT | $60.00 | $55.00 | $65.00 | $52.50 | $150 | 20% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 914 FT | $68.00 | $65.00 | $70.00 | $99.00 | $150 | 8% |
| Item | Quantity | R1Alan Stone CO INC | R2Shelly & Sands INC | R3Kokosing Construction Company INC | R4Ohio-west Virginia Excavating CO | R5R C Construction Company And Son |
|---|---|---|---|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 998 FT | $2.50 | $1.60 | $1.40 | $1.50 | $3.00 |
| 202E42206 ANCHOR ASSEMBLY REMOVED | 1 EACH | $243 | $195 | $250 | $267 | $500 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 1 EACH | $2,900 | $2,525 | $2,600 | $2,775 | $2,800 |
| 690E12010 SPECIAL - GEOTEXTILE FABRIC, 712.09, TYPE A | 889 SY |
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 →
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN |
| 1 LS |
| $45,000 |
| $20,275 |
| $46,500 |
| $20,400 |
| $50,000 |
| 6% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 146 CY | $267 | $225 | $225 | $206 | $525 | 5% |
| 601E27001 DUMPED ROCK FILL, TYPE C, AS PER PLAN | 950 CY | $39.50 | $65.00 | $68.00 | $82.00 | $95.00 | 5% |
| 203E10000 EXCAVATION | 2,767 CY | $10.50 | $12.00 | $7.00 | $21.00 | $20.00 | 4% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 1,050 FT | $25.50 | $22.00 | $18.60 | $20.00 | $45.00 | 4% |
| 203E35001 GRANULAR EMBANKMENT, AS PER PLAN (NO. 8 AGGREGATE) | 368 CY | $65.50 | $60.00 | $75.00 | $73.75 | $85.00 | 3% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,020 FT | $19.50 | $20.00 | $20.00 | $20.00 | $35.00 | 3% |
| 203E35121 GRANULAR MATERIAL, TYPE C, AS PER PLAN | 272 CY | $72.00 | $75.00 | $80.00 | $76.00 | $85.00 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $18,000 | $20,000 | $20,000 | $14,750 | $50,000 | 2% |
| 203E20000 EMBANKMENT | 3,211 CY | $4.50 | $12.00 | $5.50 | $23.50 | $25.00 | 2% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,700 | $2,460 | $3,000 | $2,500 | $2,500 | 1% |
| 606E15400 MGS GUARDRAIL, TYPE 8 | 125 FT | $42.00 | $29.50 | $24.60 | $26.50 | $45.00 | 1% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $5,000 | $5,000 | $1,100 | $4,500 | $3,500 | 1% |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $5,000 | $5,200 | $3,500 | $10,500 | $50,000 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $4,500 | $15,000 | $7,000 | $3,200 | $35,000 | 1% |
| 408E10000 PRIME COAT | 232 GAL | $18.00 | $15.00 | $15.00 | $2.50 | $10.00 | 1% |
| $1.00 |
| $0.60 |
| $1.00 |
| $1.50 |
| $10.00 |
| 659E10000 SEEDING AND MULCHING | 2,782 SY | $1.00 | $1.00 | $2.35 | $1.25 | $5.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.3 TON | $609 | $765 | $500 | $1,700 | $1,200 |
| 659E31000 LIME | 0.6 ACRE | $779 | $150 | $200 | $3,000 | $800 |
| 659E35000 WATER | 16 MGAL | $111 | $1.00 | $1.00 | $55.00 | $1.00 |
| 605E13402 6" UNCLASSIFIED PIPE UNDERDRAINS FOR SPRINGS | 154 FT | $14.50 | $24.00 | $13.50 | $30.50 | $35.00 |
| 611E01400 6" CONDUIT, TYPE E, 707.31 (PERFORATED) | 352 FT | $7.50 | $2.75 | $11.75 | $6.00 | $25.00 |
| 611E01500 6" CONDUIT, TYPE F, 707.33 | 68 FT | $17.00 | $27.00 | $20.25 | $6.00 | $25.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 2 EACH | $287 | $450 | $450 | $245 | $275 |
| 407E20000 NON-TRACKING TACK COAT | 298 GAL | $4.00 | $3.00 | $3.00 | $2.50 | $10.00 |
| 617E10100 COMPACTED AGGREGATE | 25 CY | $101 | $125 | $170 | $120 | $95.00 |
| 621E00100 RPM | 17 EACH | $180 | $150 | $210 | $160 | $550 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 17 EACH | $33.50 | $25.00 | $65.00 | $28.00 | $50.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BI-DIRECTIONAL | 12 EACH | $13.00 | $7.50 | $8.00 | $8.50 | $20.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.5 MILE | $2,300 | $1,950 | $3,333 | $2,100 | $12,500 |
| 642E00300 CENTER LINE, TYPE 1 | 0.25 MILE | $4,200 | $3,550 | $3,333 | $3,800 | $12,500 |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $2,400 | $21,000 | $100 | $2,675 | $10,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: SOLDIER PILES, W24x146 | 2,438 FT | $95 | $232k | 30% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 2,497 FT | $60 | $150k | 19% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 914 FT | $68 | $62k | 8% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $45,000 | $45k | 6% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 146 CY | $267 | $39k | 5% |
| 601E27001 DUMPED ROCK FILL, TYPE C, AS PER PLAN | 950 CY | $39.5 | $38k | 5% |
| 203E10000 EXCAVATION | 2,767 CY | $10.5 | $29k | 4% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 1,050 FT | $25.5 | $27k | 3% |
| 203E35001 GRANULAR EMBANKMENT, AS PER PLAN (NO. 8 AGGREGATE) | 368 CY | $65.5 | $24k | 3% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,020 FT | $19.5 | $20k | 3% |