Bel-CR 4-04.34/05.15
Belmont County · est $0.9M
Bid dateThursday, May 13—
Belmont County · est $0.9M
Published by ODOT on this contract’s Proposal PDF · DBE 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 · 32 more items below.
| Item | Quantity | R1Alan Stone CO INC | R2Ohio-west Virginia Excavating CO | R3Suburban Maintenance & Construction | R4INC Kokosing Construction Company INC | R5Dennison Bridge INC | R6Shelly & Sands INC | % of bid |
|---|---|---|---|---|---|---|---|---|
| 507E00301 STEEL PILES HP14X73, FURNISHED, AS PER PLAN | 2,970 FT | $42.50 | $48.00 | $44.00 | $54.00 | $48.00 | $46.00 | 20% |
| 524E94605 DRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER | 1,188 FT | $71.00 | $74.00 | $85.00 | $65.00 | $85.00 | $152 | 13% |
| 511E81300 CONCRETE, MISC.: 8"x24"x57" PRECAST CONCRETE LAGGI | 374 EACH | $158 | $165 |
| Item | Quantity | R1Alan Stone CO INC | R2Ohio-west Virginia Excavating CO | R3Suburban Maintenance & Construction | R4INC Kokosing Construction Company INC | R5Dennison Bridge INC | R6Shelly & Sands INC |
|---|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $3,200 | $4,000 | $10,000 | $100 | $2,000 | $5,000 |
| 202E23000 PAVEMENT REMOVED | 914 SY | $4.50 | $7.00 | $8.00 | $8.00 | $15.00 | $8.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 69 FT | $10.50 | $28.00 | $30.00 | $20.50 |
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 →
| $215 |
| $155 |
| $170 |
| $280 |
| 9% |
| 524E94603 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PE | 917 FT | $57.50 | $56.00 | $50.00 | $35.00 | $65.00 | $63.00 | 8% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 119 CY | $282 | $238 | $250 | $232 | $250 | $232 | 5% |
| 507E00301 STEEL PILES HP14X73, FURNISHED, AS PER PLAN | 750 FT | $43.00 | $45.00 | $44.00 | $54.00 | $48.00 | $46.00 | 5% |
| 304E20000 AGGREGATE BASE | 377 CY | $79.00 | $77.00 | $70.00 | $100 | $130 | $85.00 | 5% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 293 CY | $100 | $80.00 | $70.00 | $105 | $110 | $155 | 5% |
| 606E15201 GUARDRAIL, TYPE MGS HALF POST SPACING WITH LONG PO | 750 FT | $39.00 | $32.20 | $50.00 | $32.20 | $35.00 | $32.20 | 5% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 40 CY | $672 | $280 | $350 | $552 | $350 | $552 | 4% |
| 503E22201 UNCLASSIFIED EXCAVATION, INCLUDING ROCK AND/OR SHA | 1,041 CY | $20.00 | $37.00 | $15.00 | $65.00 | $25.00 | $27.00 | 3% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 64 CY | $323 | $280 | $250 | $450 | $400 | $450 | 3% |
| 524E94605 DRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER | 300 FT | $67.00 | $85.00 | $85.00 | $65.00 | $85.00 | $78.00 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $16,000 | $15,000 | $35,000 | $20,000 | $30,000 | $20,000 | 2% |
| 511E81300 CONCRETE, MISC.: 8"x24"x57" PRECAST CONCRETE LAGGI | 92 EACH | $142 | $175 | $215 | $155 | $170 | $280 | 2% |
| 524E94603 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PE | 225 FT | $57.00 | $49.00 | $50.00 | $35.00 | $65.00 | $70.00 | 2% |
| 611E05700 15" CONDUIT, TYPE A, 707.33 | 68 FT | $180 | $90.00 | $120 | $110 | $175 | $150 | 2% |
| 832E30000 EROSION CONTROL | 10,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 2% |
| 606E26151 ANCHOR ASSEMBLY, MGS TYPE E, AS PER PLAN | — | $3,200 | $2,600 | $3,000 | $2,600 | $2,600 | $2,600 | 1% |
| 503E22201 UNCLASSIFIED EXCAVATION, INCLUDING ROCK AND/OR SHA | 329 CY | $23.00 | $38.00 | $15.00 | $65.00 | $45.00 | $29.00 | 1% |
| $20.00 |
| $8.00 |
| 202E75000 FENCE REMOVED | 76 FT | $4.00 | $6.00 | $5.00 | $7.00 | $6.00 | $7.00 |
| 203E10000 EXCAVATION | 313 CY | $17.00 | $15.00 | $15.00 | $33.50 | $25.00 | $28.00 |
| 203E20000 EMBANKMENT | 210 CY | $12.50 | $14.00 | $15.00 | $6.50 | $35.00 | $9.00 |
| 204E10000 SUBGRADE COMPACTION | 1,590 SY | $2.50 | $2.50 | $5.00 | $3.50 | $3.00 | $5.00 |
| 204E13000 EXCAVATION OF SUBGRADE | 159 CY | $18.00 | $15.00 | $16.00 | $21.00 | $25.00 | $30.00 |
| 204E30010 GRANULAR MATERIAL, TYPE B | 80 CY | $75.00 | $68.00 | $60.00 | $53.00 | $90.00 | $72.00 |
| 204E30040 GRANULAR MATERIAL, TYPE E | 80 CY | $51.00 | $68.00 | $60.00 | $53.00 | $90.00 | $75.00 |
| 204E45000 PROOF ROLLING | 2 HOUR | $268 | $155 | $75.00 | $175 | $100 | $185 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,200 | $965 | $1,000 | $965 | $1,000 | $965 |
| 690E50350 SPECIAL - MAILBOX REMOVED AND RESET | 1 EACH | $241 | $400 | $1,000 | $200 | $200 | $195 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 4 CY | $220 | $240 | $110 | $350 | $250 | $250 |
| 659E10001 SEEDING AND MULCHING, AS PER PLAN | 775 SY | $3.00 | $3.00 | $5.00 | $3.85 | $3.50 | $3.50 |
| 602E20000 CONCRETE MASONRY | 0.6 CY | $1,200 | $3,500 | $2,200 | $4,000 | $1,500 | $2,200 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 576 FT | $3.00 | $2.50 | $3.00 | $1.14 | $4.00 | $2.00 |
| 407E10000 TACK COAT | 52 GAL | $2.50 | $3.50 | $4.00 | $2.00 | $5.00 | $2.00 |
| 408E10001 PRIME COAT, AS PER PLAN | 138 GAL | $11.00 | $5.00 | $24.00 | $9.00 | $15.00 | $9.00 |
| 423E00204 CRACK SEALING, TYPE II | 21 SY | $66.50 | $45.00 | $15.00 | $250 | $100 | $150 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 14 EACH | $9.50 | $8.60 | $15.00 | $8.00 | $8.00 | $8.00 |
| 642E00100 EDGE LINE, 4", TYPE 1 | 0.16 MILE | $8,400 | $6,885 | $6,000 | $6,885 | $7,500 | $6,885 |
| 642E00300 CENTER LINE, TYPE 1 | 0.13 MILE | $11,000 | $8,800 | $11,000 | $8,800 | $7,500 | $8,800 |
| 616E10000 WATER | 1 MGAL | $1.00 | $10.00 | $1.00 | $150 | $10.00 | $25.00 |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 16 CY | $370 | $280 | $250 | $450 | $400 | $450 |
| 511E81300 CONCRETE, MISC.: CAST-IN-PLACE CONCRETE LAGGING, A | 1 EACH | $1,900 | $2,625 | $2,200 | $2,000 | $2,000 | $3,500 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 58 CY | $110 | $90.00 | $70.00 | $105 | $110 | $175 |
| 202E98000 REMOVAL MISC.: PILING REMOVED | 1 LS | $3,600 | $6,300 | $5,000 | $500 | $5,000 | $7,000 |
| 511E81300 CONCRETE, MISC.: CAST-IN-PLACE CONCRETE LAGGING, A | 2 EACH | $1,700 | $3,700 | $2,200 | $2,000 | $2,000 | $3,500 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $5,000 | $9,000 | $15,000 | $3,500 | $10,000 | $6,380 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $2,800 | $7,000 | $10,000 | $10,500 | $10,000 | $8,300 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $7,300 | $1,000 | $10,000 | $9,500 | $4,500 | $12,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00301 STEEL PILES HP14X73, FURNISHED, AS PER PLAN | 2,970 FT | $42.5 | $126k | 17% |
| 524E94605 DRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER | 1,188 FT | $71 | $84k | 12% |
| 511E81300 CONCRETE, MISC.: 8"x24"x57" PRECAST CONCRETE LAGGI | 374 EACH | $158 | $59k | 8% |
| 524E94603 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PE | 917 FT | $57.5 | $53k | 7% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 119 CY | $282 | $34k | 5% |
| 507E00301 STEEL PILES HP14X73, FURNISHED, AS PER PLAN | 750 FT | $43 | $32k | 4% |
| 304E20000 AGGREGATE BASE | 377 CY | $79 | $30k | 4% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 293 CY | $100 | $29k | 4% |
| 606E15201 GUARDRAIL, TYPE MGS HALF POST SPACING WITH LONG PO | 750 FT | $39 | $29k | 4% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 40 CY | $672 | $27k | 4% |