BEL-CR 16-02.18/02.46
BEL County · est $0.4M
Bid dateThursday, August 12—
BEL County · est $0.4M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 5.0%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 36 more items below.
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Alan Stone CO INC | R3Shelly & Sands INC | R4Complete General Construction Company | R5Clearwater Construction INC | % of bid |
|---|---|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: W16X67, FURNISHED | 775 FT | $56.00 | $67.50 | $62.00 | $70.00 | $99.00 | 15% |
| 503E22201 UNCLASSIFIED EXCAVATION, INCLUDING ROCK AND/OR SHA | 491 CY | $64.00 | $20.00 | $80.00 | $95.00 | $100 | 11% |
| 524E94605 DRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER | 310 FT | $90.50 | $98.00 | $150 | $350 | $255 | 9% |
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Alan Stone CO INC | R3Shelly & Sands INC | R4Complete General Construction Company | R5Clearwater Construction INC |
|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $4,000 | $3,500 | $8,500 | $8,000 | $18,425 |
| 202E23000 PAVEMENT REMOVED | 303 SY | $8.00 | $9.00 | $20.00 | $16.00 | $25.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 40 FT | $40.00 | $27.00 | $5.00 | $28.00 | $40.40 |
| 202E38000 GUARDRAIL REMOVED | 288 FT |
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 →
| 150 EACH |
| $175 |
| $186 |
| $200 |
| $225 |
| $330 |
| 9% |
| 606E15201 GUARDRAIL, TYPE MGS HALF POST SPACING WITH LONG PO | 337.5 FT | $50.55 | $65.00 | $45.00 | $51.00 | $48.00 | 6% |
| 507E00400 STEEL PILES, MISC.: W16X67, FURNISHED | 275 FT | $59.00 | $69.00 | $62.00 | $75.00 | $99.00 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $15,250 | $23,000 | $10,000 | $20,000 | $110,000 | 5% |
| 611E32000 108" CONDUIT, TYPE A, 707.02 | 5 FT | $2,650 | $3,100 | $2,000 | $2,500 | $660 | 4% |
| 304E20000 AGGREGATE BASE | 144 CY | $85.00 | $85.00 | $100 | $96.00 | $143 | 4% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 40 CY | $285 | $642 | $422 | $500 | $500 | 4% |
| 524E94605 DRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER | 110 FT | $94.50 | $88.50 | $145 | $350 | $255 | 4% |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $10,000 | $38,000 | $29,400 | $35,000 | $35,000 | 3% |
| 503E22201 UNCLASSIFIED EXCAVATION, INCLUDING ROCK AND/OR SHA | 147 CY | $68.00 | $21.50 | $35.00 | $100 | $115 | 3% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 93 CY | $100 | $247 | $175 | $88.00 | $210 | 3% |
| 511E81300 CONCRETE, MISC.: PRECAST CONCRETE LAGGING | 50 EACH | $176 | $186 | $225 | $280 | $360 | 3% |
| 524E95000 DRILLED SHAFTS, MISC.: PLUG PILE, 30" DIAMETER, UN | 93 FT | $78.00 | $131 | $165 | $300 | $220 | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $7,000 | $8,700 | $7,500 | $18,000 | $48,000 | 2% |
| 524E94603 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PE | 124 FT | $50.50 | $117 | $135 | $300 | $190 | 2% |
| 832E30000 EROSION CONTROL | 6,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 2% |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 14 CY | $425 | $770 | $688 | $600 | $600 | 2% |
| $4.00 |
| $4.00 |
| $2.00 |
| $3.00 |
| $5.00 |
| 203E10000 EXCAVATION | 102 CY | $35.00 | $19.50 | $40.00 | $34.00 | $61.75 |
| 203E20000 EMBANKMENT | 27 CY | $54.00 | $17.50 | $25.00 | $35.00 | $94.00 |
| 204E10000 SUBGRADE COMPACTION | 647 SY | $4.00 | $3.00 | $5.00 | $4.00 | $7.15 |
| 204E13000 EXCAVATION OF SUBGRADE | 74 CY | $52.00 | $21.50 | $32.00 | $38.00 | $34.85 |
| 204E30010 GRANULAR MATERIAL, TYPE B | 37 CY | $62.00 | $74.00 | $80.00 | $95.00 | $125 |
| 204E30040 GRANULAR MATERIAL, TYPE E | 37 CY | $62.00 | $55.50 | $80.00 | $100 | $125 |
| 204E45000 PROOF ROLLING | 2 HOUR | $350 | $565 | $200 | $110 | $400 |
| 606E17351 GUARDRAIL, TYPE MGS, 25' LONG-SPAN, AS PER PLAN | 25 FT | $50.00 | $64.00 | $28.00 | $50.00 | $31.00 |
| 606E26151 ANCHOR ASSEMBLY, MGS TYPE E, AS PER PLAN | — | $2,400 | $3,100 | $2,985 | $2,400 | $3,000 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,130 | $1,500 | $1,395 | $1,130 | $1,500 |
| 601E12000 RIPRAP, WITH GROUT | 10 SY | $318 | $287 | $150 | $165 | $555 |
| 601E32000 ROCK CHANNEL PROTECTION, TYPE A WITH FILTER | 6 CY | $230 | $350 | $125 | $150 | $205 |
| 659E10001 SEEDING AND MULCHING, AS PER PLAN | 203 SY | $7.00 | $21.50 | $14.00 | $10.00 | $25.00 |
| 602E20000 CONCRETE MASONRY | 0.3 CY | $6,900 | $6,900 | $2,500 | $2,800 | $10,000 |
| 611E05700 15" CONDUIT, TYPE A, 707.33 | 39 FT | $91.00 | $196 | $150 | $120 | $208 |
| 407E10000 TACK COAT | 18 GAL | $3.00 | $3.00 | $2.00 | $2.50 | $2.50 |
| 408E10001 PRIME COAT, AS PER PLAN | 66 GAL | $5.00 | $13.00 | $15.00 | $10.00 | $10.00 |
| 423E00204 CRACK SEALING, TYPE II | 12 SY | $95.00 | $64.00 | $200 | $50.00 | $65.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 5 EACH | $15.00 | $15.50 | $8.00 | $12.00 | $8.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 4 EACH | $50.00 | $30.00 | $25.00 | $50.00 | $25.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 4 EACH | $50.00 | $6.00 | $35.00 | $50.00 | $35.00 |
| 642E00100 EDGE LINE, 4", TYPE 1 | 0.05 MILE | $16,900 | $22,000 | $9,500 | $16,900 | $17,500 |
| 642E00300 CENTER LINE, TYPE 1 | 0.05 MILE | $17,700 | $23,000 | $9,500 | $17,700 | $18,500 |
| 616E10000 WATER | 5 MGAL | $5.00 | $0.30 | $25.00 | $80.00 | $1,200 |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 22 CY | $260 | $409 | $500 | $450 | $1,200 |
| 511E81300 CONCRETE, MISC.: CAST IN PLACE CONCRETE LAGGING | 1 EACH | $3,000 | $3,300 | $4,000 | $5,000 | $7,500 |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 8 CY | $348 | $455 | $500 | $450 | $1,275 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 34 CY | $115 | $225 | $185 | $90.00 | $230 |
| 524E94603 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PE | 44 FT | $79.00 | $150 | $175 | $160 | $190 |
| 524E95000 DRILLED SHAFTS, MISC.: PLUG PILE, 30" DIAMETER, UN | 30 FT | $100 | $371 | $250 | $130 | $220 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $5,000 | $3,600 | $3,850 | $6,000 | $8,700 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $750 | $8,000 | $8,500 | $7,000 | $11,869 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: W16X67, FURNISHED | 775 FT | $56 | $43k | 12% |
| 503E22201 UNCLASSIFIED EXCAVATION, INCLUDING ROCK AND/OR SHA | 491 CY | $64 | $31k | 9% |
| 524E94605 DRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER | 310 FT | $90.5 | $28k | 8% |
| 511E81300 CONCRETE, MISC.: PRECAST CONCRETE LAGGING | 150 EACH | $175 | $26k | 7% |
| 606E15201 GUARDRAIL, TYPE MGS HALF POST SPACING WITH LONG PO | 337.5 FT | $50.55 | $17k | 5% |
| 507E00400 STEEL PILES, MISC.: W16X67, FURNISHED | 275 FT | $59 | $16k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $15,250 | $15k | 4% |
| 611E32000 108" CONDUIT, TYPE A, 707.02 | 5 FT | $2,650 | $13k | 4% |
| 304E20000 AGGREGATE BASE | 144 CY | $85 | $12k | 3% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 40 CY | $285 | $11k | 3% |