Nob-SR 147-16.82
Noble County · est $0.6M
Bid dateThursday, September 25—
Noble County · est $0.6M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 40 more items below.
| Item | Quantity | R1Buds INC | R2Axis Civil Construction LLC | R3Black Horse Bridge Construction INC | R4Alan Stone CO INC | % of bid |
|---|---|---|---|---|---|---|
| 611E96311 14' X 5' CONDUIT, TYPE A, 706.05, AS PER PLAN | 45.5 FT | $2,640 | $2,690 | $2,500 | $2,300 | 25% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 85 CY | $574 | $400 | $450 | $490 | 10% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $48,000 | $22,000 | $8,500 | $54,000 | 10% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 36 CY | $950 | $680 | $750 | $680 | 7% |
| 624E10000 MOBILIZATION | 1 LS | $25,000 | $28,000 | $25,000 | $15,000 | 5% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 82 CY | $300 | $350 | $425 | $330 |
| Item | Quantity | R1Buds INC | R2Axis Civil Construction LLC | R3Black Horse Bridge Construction INC | R4Alan Stone CO INC |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $5,000 | $5,000 | $6,200 | $6,500 |
| 202E75000 FENCE REMOVED | 380 FT | $5.00 | $4.00 | $8.00 | $2.50 |
| 204E10000 SUBGRADE COMPACTION | 364 SY | $6.00 | $2.00 | $4.75 | $7.50 |
| 209E72000 PREPARING SUBGRADE FOR SHOULDER PAVING | 12 STA | $25.00 | $350 | $500 | $480 |
| 606E17360 GUARDRAIL, TYPE MGS, LONG-SPAN |
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 →
| 5% |
| 615E20001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER | 153 SY | $158 | $130 | $130 | $200 | 5% |
| 202E11200 PORTIONS OF STRUCTURE REMOVED | 1 LS | $20,000 | $36,000 | $31,500 | $21,000 | 4% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 11 CY | $1,500 | $2,450 | $2,000 | $2,400 | 3% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $15,000 | $1,000 | $35,000 | $4,000 | 3% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $15,000 | $32,000 | $36,155 | $69,000 | 3% |
| 613E41300 LOW STRENGTH MORTAR BACKFILL (TYPE 2) | 124 CY | $115 | $140 | $160 | $130 | 3% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $12,000 | $3,800 | $8,270 | $11,000 | 2% |
| 607E15000 FENCE, TYPE 47 | 343 FT | $30.00 | $28.50 | $28.50 | $40.00 | 2% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,400 | $2,200 | $2,500 | $2,900 | 2% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 528 FT | $18.00 | $29.00 | $28.00 | $15.00 | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 362.5 FT | $25.00 | $20.40 | $20.40 | $30.00 | 2% |
| 203E10000 EXCAVATION | 248 CY | $35.00 | $38.00 | $25.00 | $45.00 | 2% |
| 203E20000 EMBANKMENT | 180 CY | $45.00 | $38.00 | $28.00 | $15.00 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $8,000 | $7,500 | $5,900 | $6,000 | 2% |
| 100 FT |
| $25.00 |
| $26.80 |
| $26.80 |
| $30.00 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 2 EACH | $1,750 | $1,680 | $1,680 | $2,100 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,250 | $1,375 | $1,375 | $1,500 |
| 623E40500 REFERENCE MONUMENT, TYPE A | 8 EACH | $750 | $700 | $500 | $760 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 62 CY | $125 | $135 | $135 | $140 |
| 659E10000 SEEDING AND MULCHING | 1,878 SY | $3.00 | $1.70 | $3.00 | $2.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.17 TON | $800 | $1,250 | $900 | $680 |
| 659E31000 LIME | 0.39 ACRE | $600 | $150 | $200 | $970 |
| 659E35000 WATER | 5 MGAL | $1.00 | $1.00 | $1.00 | $120 |
| 832E30000 EROSION CONTROL | 2,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 76 FT | $25.00 | $20.00 | $21.00 | $55.00 |
| 304E20000 AGGREGATE BASE | 58 CY | $125 | $170 | $132 | $170 |
| 407E20000 NON-TRACKING TACK COAT | 171 GAL | $4.00 | $6.00 | $4.50 | $6.50 |
| 408E10000 PRIME COAT | 101 GAL | $25.00 | $10.00 | $15.00 | $25.00 |
| 617E10100 COMPACTED AGGREGATE | 18 CY | $135 | $200 | $360 | $380 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 10 EACH | $5.00 | $35.00 | $100 | $25.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 8 EACH | $12.00 | $12.50 | $12.50 | $15.00 |
| 630E80100 SIGN, FLAT SHEET | 1 SF | $25.00 | $55.00 | $55.00 | $50.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 1 EACH | $25.00 | $25.00 | $25.00 | $10.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 7 EACH | $25.00 | $90.00 | $90.00 | $60.00 |
| 630E86010 REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECT | 8 EACH | $75.00 | $145 | $145 | $90.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.22 MILE | $3,250 | $2,995 | $3,000 | $3,600 |
| 642E00300 CENTER LINE, TYPE 1 | 0.11 MILE | $6,500 | $5,559 | $5,600 | $6,700 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BIDIRECTIONAL) | 24 EACH | $12.00 | $25.00 | $32.00 | $40.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 24 EACH | $18.00 | $25.00 | $34.00 | $40.00 |
| 614E22000 WORK ZONE EDGE LINE, CLASS I, 4" | 0.33 MILE | $3,000 | $3,750 | $3,800 | $4,500 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 20 FT | $45.00 | $14.00 | $14.00 | $15.00 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $7,000 | $24,000 | $17,500 | $7,700 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 4,734 LB | $1.65 | $2.70 | $4.00 | $3.00 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1 CY | $3,000 | $2,450 | $1,900 | $11,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 52 SY | $23.00 | $85.00 | $48.00 | $60.00 |
| 512E33000 TYPE 2 WATERPROOFING | 71 SY | $18.50 | $30.00 | $26.00 | $35.00 |
| 512E33010 TYPE 3 WATERPROOFING | 87 SY | $35.00 | $65.00 | $54.00 | $65.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 30 SF | $15.00 | $9.00 | $16.00 | $2.50 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 14 CY | $165 | $340 | $145 | $300 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $6,500 | $10,000 | $12,000 | $10,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E96311 14' X 5' CONDUIT, TYPE A, 706.05, AS PER PLAN | 45.5 FT | $2,640 | $120k | 21% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 85 CY | $574 | $49k | 9% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $48,000 | $48k | 8% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 36 CY | $950 | $34k | 6% |
| 624E10000 MOBILIZATION | 1 LS | $25,000 | $25k | 4% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 82 CY | $300 | $25k | 4% |
| 615E20001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER | 153 SY | $158 | $24k | 4% |
| 202E11200 PORTIONS OF STRUCTURE REMOVED | 1 LS | $20,000 | $20k | 3% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 11 CY | $1,500 | $17k | 3% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $15,000 | $15k | 3% |