Nob-SR 260-06.80
Noble County · est $0.8M
Bid dateThursday, May 24—
Noble County · est $0.8M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 29 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Suburban Maintenance & Construction | R3Ohio-west Virginia Excavating CO | R4Alan Stone CO INC | R5R C Construction Company And Son | % of bid |
|---|---|---|---|---|---|---|---|
| 530E00400 SPECIAL - STRUCTURES: PRECAST CONCRETE LAGGING NO. | 329 EACH | $400 | $280 | $376 | $301 | $250 | 17% |
| 601E32110 ROCK CHANNEL PROTECTION, TYPE B WITH AGGREGATE FIL | 872 CY | $115 | $85.00 | $112 | $91.00 | $85.00 | 13% |
| 507E00400 STEEL PILES, MISC.: SOLDIER PILES, HP14x73 | 2,485 FT | $40.00 | $38.00 | $64.50 | $40.00 | $45.00 | 13% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 1,115 FT | $88.00 | $66.00 | $92.00 | $105 | $150 | 13% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 860 FT | $113 | $125 | $154 | $109 | $250 | 13% |
| Item | Quantity | R1Shelly & Sands INC | R2Suburban Maintenance & Construction | R3Ohio-west Virginia Excavating CO | R4Alan Stone CO INC | R5R C Construction Company And Son |
|---|---|---|---|---|---|---|
| 202E35100 PIPE REMOVED, 24" AND UNDER | 31 FT | $10.00 | $50.00 | $75.00 | $22.00 | $20.00 |
| 202E38000 GUARDRAIL REMOVED | 562.5 FT | $2.00 | $2.00 | $7.00 | $3.00 | $5.00 |
| 203E10000 EXCAVATION | 126 CY | $25.00 | $15.00 | $32.00 | $33.00 | $20.00 |
| 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 →
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC |
| 411 CY |
| $125 |
| $65.00 |
| $122 |
| $214 |
| $75.00 |
| 7% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 103 CY | $325 | $300 | $250 | $273 | $350 | 4% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $25,658 | $25,000 | $2,575 | $7,000 | $7,500 | 3% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 74 CY | $275 | $250 | $229 | $258 | $245 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $60,000 | $17,000 | $82,270 | $35,000 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $15,000 | $55,000 | $15,000 | $46,000 | $45,000 | 2% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 32 CY | $425 | $350 | $305 | $553 | $550 | 2% |
| 622E41000 PORTABLE BARRIER, 32" | 920 FT | $13.00 | $19.00 | $20.00 | $15.00 | $25.00 | 2% |
| 203E20000 EMBANKMENT | 563 CY | $18.00 | $25.00 | $24.00 | $23.00 | $20.00 | 1% |
| 606E15050 GUARDRAIL, TYPE MGS | 562.5 FT | $18.00 | $20.00 | $25.00 | $19.00 | $30.00 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $8,500 | $12,000 | $5,250 | $6,298 | $15,000 | 1% |
| 202E98100 REMOVAL MISC.: PILE EXTRACTION | 21 EACH | $400 | $200 | $254 | $423 | $1,000 | 1% |
| 304E20000 AGGREGATE BASE | 78 CY | $100 | $65.00 | $118 | $80.00 | $75.00 | 1% |
| 832E30000 EROSION CONTROL | 6,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 1% |
| 614E12338 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) | 4 EACH | $1,500 | $2,600 | $3,000 | $5,721 | $2,200 | 1% |
| 468 SY |
| $6.00 |
| $5.00 |
| $9.00 |
| $2.50 |
| $2.00 |
| 601E34400 ROCK CHANNEL PROTECTION, WITH GROUT, TYPE B WITH A | 9 CY | $225 | $200 | $707 | $220 | $350 |
| 659E10000 SEEDING AND MULCHING | 1,823 SY | $1.55 | $2.50 | $2.50 | $2.00 | $2.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.17 TON | $750 | $500 | $1,850 | $2,854 | $1,200 |
| 659E31000 LIME | 0.38 ACRE | $150 | $500 | $3,125 | $735 | $800 |
| 659E35000 WATER | 10 MGAL | $1.00 | $1.00 | $125 | $21.00 | $1.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $1,999 | $60,000 | $6,000 | $22.00 | $10,000 |
| 511E52100 CLASS QC FS CONCRETE | 30 CY | $165 | $300 | $310 | $174 | $550 |
| 602E20000 CONCRETE MASONRY | 0.31 CY | $2,500 | $4,000 | $5,326 | $2,003 | $2,500 |
| 611E07201 18" CONDUIT, TYPE A, AS PER PLAN, 706.02 | 40 FT | $145 | $150 | $67.00 | $183 | $175 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 2 EACH | $250 | $500 | $312 | $321 | $250 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 232 FT | $3.00 | $5.00 | $8.50 | $21.00 | $20.00 |
| 407E20000 NON-TRACKING TACK COAT | 187 GAL | $3.00 | $4.00 | $5.50 | $4.50 | $10.00 |
| 408E10000 PRIME COAT | 103 GAL | $11.00 | $4.00 | $18.75 | $11.00 | $20.00 |
| 617E10100 COMPACTED AGGREGATE | 11 CY | $180 | $150 | $337 | $315 | $75.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 12 EACH | $15.00 | $75.00 | $56.00 | $53.00 | $20.00 |
| 621E00100 RPM | 21 EACH | $55.00 | $180 | $64.00 | $263 | $350 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 21 EACH | $9.00 | $75.00 | $37.00 | $15.00 | $50.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BI-DIRECTIONAL | 12 EACH | $8.00 | $15.00 | $31.00 | $8.50 | $20.00 |
| 642E00094 EDGE LINE, 6" | 0.32 MILE | $2,550 | $2,550 | $3,000 | $2,677 | $4,500 |
| 642E00290 CENTER LINE | 0.16 MILE | $4,700 | $4,700 | $5,500 | $4,934 | $6,500 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 490 FT | $5.50 | $8.00 | $6.00 | $8.50 | $25.00 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 23 FT | $25.00 | $8.00 | $32.50 | $25.00 | $25.00 |
| 524E95000 DRILLED SHAFTS, MISC.: EXTENSION | 6 FT | $250 | $150 | $281 | $103 | $2,000 |
| 530E00400 SPECIAL - STRUCTURES: PRECAST CONCRETE LAGGING NO. | 1 EACH | $1,000 | $1,000 | $2,350 | $1,179 | $750 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $5,751 | $15,000 | $11,000 | $5,000 | $45,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 530E00400 SPECIAL - STRUCTURES: PRECAST CONCRETE LAGGING NO. | 329 EACH | $400 | $132k | 16% |
| 601E32110 ROCK CHANNEL PROTECTION, TYPE B WITH AGGREGATE FIL | 872 CY | $115 | $100k | 12% |
| 507E00400 STEEL PILES, MISC.: SOLDIER PILES, HP14x73 | 2,485 FT | $40 | $99k | 12% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 1,115 FT | $88 | $98k | 12% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 860 FT | $113 | $97k | 12% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 411 CY | $125 | $51k | 6% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 103 CY | $325 | $33k | 4% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $25,658 | $26k | 3% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 74 CY | $275 | $20k | 2% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $20k | 2% |