Nob-SR 147-09.93
Noble County · est $0.7M
Bid dateThursday, May 9—
Noble County · est $0.7M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 30 more items below.
| Item | Quantity | R1Alan Stone CO INC | R2Ohio-west Virginia Excavating CO | R3Dennison Bridge INC | R4Shelly & Sands INC | % of bid |
|---|---|---|---|---|---|---|
| 507E00410 STEEL PILES, MISC.: SOLDIER PILES W21X101 | 1,833 EACH | $80.00 | $89.00 | $84.00 | $89.00 | 27% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 810 FT | $85.00 | $82.00 | $105 | $101 | 13% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 669 FT | $80.00 | $80.00 | $95.00 | $82.00 | 10% |
| 524E95000 DRILLED SHAFTS, MISC.: PLUG PILE, 36" DIAMETER, UN | 669 FT | $75.00 | $92.00 | $95.00 | $90.00 | 9% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $41,000 | $17,500 | $11,000 | $12,075 | 8% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 1,628 SF | $24.00 | $26.00 |
| Item | Quantity | R1Alan Stone CO INC | R2Ohio-west Virginia Excavating CO | R3Dennison Bridge INC | R4Shelly & Sands INC |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,500 | $4,000 | $100 | $3,500 |
| 202E23000 PAVEMENT REMOVED | 282 SY | $12.00 | $28.00 | $35.00 | $45.00 |
| 202E38000 GUARDRAIL REMOVED | 337.5 FT | $2.00 | $12.00 | $3.00 | $2.00 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 1 EACH | $500 | $2,000 | $250 | $325 |
| 203E20000 EMBANKMENT |
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 →
| $24.00 |
| $40.00 |
| 7% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 89 CY | $400 | $315 | $480 | $425 | 7% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 56 CY | $260 | $284 | $460 | $375 | 3% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 136 CY | $95.00 | $116 | $175 | $155 | 2% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 23 CY | $550 | $641 | $400 | $550 | 2% |
| 304E20000 AGGREGATE BASE | 117 CY | $100 | $129 | $100 | $105 | 2% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 530 FT | $20.00 | $28.00 | $18.00 | $30.00 | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 312.5 FT | $27.00 | $28.00 | $27.00 | $25.20 | 2% |
| 624E10000 MOBILIZATION | 1 LS | $8,000 | $19,000 | $12,000 | $20,000 | 1% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $3,100 | $3,000 | $2,800 | $2,860 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $5,500 | $850 | $5,000 | $6,000 | 1% |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $5,000 | $8,500 | $7,000 | $4,800 | 1% |
| 203E10000 EXCAVATION | 181 CY | $25.00 | $43.00 | $30.00 | $45.00 | 1% |
| 621E00100 RPM, TWO-WAY YELLOW/YELLOW | 12 EACH | $320 | $325 | $310 | $295 | 1% |
| 89 CY |
| $6.00 |
| $20.00 |
| $25.00 |
| $20.00 |
| 606E26100 ANCHOR ASSEMBLY, TYPE E | 1 EACH | $2,800 | $2,500 | $2,400 | $2,865 |
| 659E10000 SEEDING AND MULCHING | 235 SY | $5.00 | $18.00 | $10.00 | $18.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.03 TON | $1,200 | $1,600 | $1,500 | $969 |
| 659E31000 LIME | 0.05 ACRE | $970 | $300 | $200 | $155 |
| 659E35000 WATER | 2 MGAL | $1.00 | $1.00 | $1.00 | $1.00 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 2 SY | $310 | $920 | $300 | $135 |
| 605E31100 AGGREGATE DRAINS | 30 FT | $60.00 | $50.00 | $50.00 | $30.00 |
| 611E01500 6" CONDUIT, TYPE F, FOR UNDERDRAIN OUTLETS | 3 FT | $140 | $14.00 | $50.00 | $120 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 1 EACH | $570 | $800 | $500 | $350 |
| 204E10000 SUBGRADE COMPACTION | 372 SY | $6.00 | $4.00 | $3.00 | $7.00 |
| 407E20000 NON-TRACKING TACK COAT | 162 GAL | $8.00 | $10.00 | $4.00 | $4.00 |
| 408E10000 PRIME COAT | 81 GAL | $4.50 | $12.00 | $15.00 | $25.00 |
| 617E10100 COMPACTED AGGREGATE | 5 CY | $340 | $380 | $150 | $225 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 12 EACH | $15.00 | $45.00 | $20.00 | $20.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 6 EACH | $15.00 | $12.00 | $11.00 | $15.00 |
| 642E00104 EDGE LINE, 6", TYPE 1, WHITE | 0.23 MILE | $3,700 | $3,700 | $3,600 | $3,400 |
| 642E00300 CENTER LINE, TYPE 1, DOUBLE YELLOW | 0.12 MILE | $6,600 | $6,600 | $6,300 | $5,995 |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $1,200 | $7,800 | $3,000 | $21,000 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 11 EACH | $45.00 | $44.00 | $20.00 | $12.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 11 EACH | $45.00 | $44.00 | $25.00 | $15.00 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 0.19 MILE | $5,000 | $16,000 | $4,000 | $4,550 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 0.1 MILE | $8,000 | $12,000 | $7,000 | $7,250 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 24 FT | $15.00 | $15.00 | $20.00 | $14.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 310 FT | $3.00 | $7.00 | $10.00 | $3.50 |
| 524E95000 DRILLED SHAFTS, MISC.: EXTENSION | 24 FT | $95.00 | $56.00 | $100 | $60.00 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00410 STEEL PILES, MISC.: SOLDIER PILES W21X101 | 1,833 EACH | $80 | $147k | 26% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 810 FT | $85 | $69k | 12% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 669 FT | $80 | $54k | 9% |
| 524E95000 DRILLED SHAFTS, MISC.: PLUG PILE, 36" DIAMETER, UN | 669 FT | $75 | $50k | 9% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $41,000 | $41k | 7% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 1,628 SF | $24 | $39k | 7% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 89 CY | $400 | $36k | 6% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 56 CY | $260 | $15k | 3% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 136 CY | $95 | $13k | 2% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 23 CY | $550 | $13k | 2% |