BEL-CR 56-33.21/34.26
BEL County · est $0.5M
Bid dateThursday, April 28—
BEL County · est $0.5M
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 · 28 more items below.
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2J & J Bridge Company INC | R3Bog Construction INC | R4Tucson INC | R5Nls Paving, INC | R6Litman Excavating INC | R7Alan Stone CO INC | % of bid |
|---|---|---|---|---|---|---|---|---|---|
| 838E20701 GABIONS, AS PER PLAN | 312 CY | $304 | $400 | $265 | $215 | $253 | $268 | $270 | 24% |
| 838E20701 GABIONS, AS PER PLAN | 198 CY | $281 | $400 | $280 | $180 | $205 | $283 | $230 | 14% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS |
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2J & J Bridge Company INC | R3Bog Construction INC | R4Tucson INC | R5Nls Paving, INC | R6Litman Excavating INC | R7Alan Stone CO INC |
|---|---|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $1,500 | $1,000 | $2,500 | $2,400 | $2,000 | $750 | $20,000 |
| 202E20010 HEADWALL REMOVED | 2 EACH | $260 | $200 | $500 | $240 | $800 | $320 | $2,000 |
| 202E23000 PAVEMENT REMOVED | 452 SY | $8.00 |
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 →
| $29,700 |
| $25,000 |
| $58,000 |
| $13,700 |
| $18,500 |
| $43,500 |
| $101,000 |
| 8% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 860 FT | $33.00 | $24.00 | $14.00 | $30.00 | $30.00 | $36.00 | $21.00 | 7% |
| 304E20000 AGGREGATE BASE | 208 CY | $109 | $90.00 | $95.00 | $106 | $85.00 | $94.00 | $110 | 6% |
| 503E22201 UNCLASSIFIED EXCAVATION, INCLUDING ROCK AND/OR SHA | 624 CY | $33.00 | $30.00 | $25.00 | $58.00 | $62.50 | $37.00 | $39.00 | 5% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 61 CY | $241 | $390 | $520 | $470 | $300 | $552 | $390 | 4% |
| 503E22201 UNCLASSIFIED EXCAVATION, INCLUDING ROCK AND/OR SHA | 334 CY | $38.00 | $30.00 | $30.00 | $71.25 | $105 | $43.00 | $42.00 | 3% |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 56 CY | $222 | $340 | $550 | $415 | $295 | $490 | $400 | 3% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 4 EACH | $3,100 | $500 | $1,250 | $12,960 | $5,250 | $1,250 | $1,000 | 3% |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 94 SY | $116 | $100 | $115 | $170 | $90.00 | $214 | $75.00 | 3% |
| 611E07200 18" CONDUIT, TYPE A, 707.33 | 70 FT | $153 | $60.00 | $85.00 | $145 | $150 | $124 | $200 | 3% |
| 518E21201 POROUS BACKFILL WITH GEOTEXTILE FABRIC, AS PER PLA | 89 CY | $120 | $115 | $105 | $115 | $115 | $143 | $233 | 3% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,500 | $2,500 | $3,400 | $2,750 | $3,750 | $3,500 | $2,700 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $10,000 | $14,000 | $20,000 | $18,675 | $28,000 | $13,500 | $25,000 | 3% |
| 518E21201 POROUS BACKFILL WITH GEOTEXTILE FABRIC, AS PER PLA | 70 CY | $113 | $115 | $105 | $120 | $140 | $145 | $233 | 2% |
| 203E10000 EXCAVATION | 249 CY | $26.00 | $23.00 | $20.00 | $36.50 | $40.00 | $29.00 | $32.00 | 2% |
| 832E30000 EROSION CONTROL | 6,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 2% |
| 204E30010 GRANULAR MATERIAL, TYPE B | 55 CY | $100 | $25.00 | $20.00 | $118 | $100 | $77.25 | $60.00 | 1% |
| 204E30040 GRANULAR MATERIAL, TYPE E | 55 CY | $100 | $25.00 | $20.00 | $118 | $100 | $78.50 | $55.00 | 1% |
| $6.00 |
| $32.00 |
| $15.00 |
| $14.00 |
| $25.00 |
| $8.50 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 61 FT | $35.00 | $11.00 | $45.00 | $15.50 | $46.00 | $35.00 | $25.00 |
| 203E20000 EMBANKMENT | 7 CY | $100 | $90.00 | $500 | $22.00 | $155 | $26.00 | $20.00 |
| 204E10000 SUBGRADE COMPACTION | 891 SY | $5.00 | $2.00 | $3.00 | $1.30 | $1.30 | $1.50 | $1.50 |
| 204E13000 EXCAVATION OF SUBGRADE | 110 CY | $14.00 | $5.00 | $20.00 | $50.25 | $45.00 | $29.50 | $18.00 |
| 204E45000 PROOF ROLLING | 2 HOUR | $112 | $150 | $20.00 | $133 | $100 | $215 | $220 |
| 690E50350 SPECIAL - MAILBOX REMOVED AND RESET | 1 EACH | $365 | $300 | $500 | $150 | $450 | $350 | $146 |
| 601E26000 DUMPED ROCK FILL, TYPE B | 52 CY | $71.00 | $90.00 | $75.00 | $74.00 | $220 | $94.50 | $88.00 |
| 659E10001 SEEDING AND MULCHING, AS PER PLAN | 611 SY | $6.00 | $4.00 | $7.00 | $5.00 | $2.25 | $11.00 | $6.00 |
| 602E20000 CONCRETE MASONRY | 0.7 CY | $430 | $3,000 | $2,500 | $3,750 | $3,500 | $2,100 | $1,200 |
| 407E10000 TACK COAT | 98 GAL | $9.00 | $2.00 | $6.00 | $2.15 | $2.00 | $2.50 | $5.00 |
| 408E10001 PRIME COAT, AS PER PLAN | 91 GAL | $10.00 | $11.00 | $35.00 | $10.80 | $12.00 | $12.75 | $5.00 |
| 423E00204 CRACK SEALING, TYPE II | 26 SY | $13.00 | $50.00 | $15.00 | $13.00 | $70.00 | $15.50 | $47.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 5 EACH | $50.00 | $20.00 | $100 | $35.00 | $150 | $29.00 | $11.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 5 EACH | $51.00 | $30.00 | $100 | $50.00 | $80.00 | $48.00 | $54.50 |
| 642E00100 EDGE LINE, 4", TYPE 1 | 0.26 MILE | $4,500 | $4,025 | $7,500 | $4,350 | $10,000 | $5,100 | $5,900 |
| 642E00300 CENTER LINE, TYPE 1 | 0.13 MILE | $9,000 | $8,025 | $7,500 | $8,670 | $20,000 | $10,200 | $12,000 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BIDIRECTIONAL) | 18 EACH | $34.00 | $30.00 | $10.00 | $32.00 | $20.00 | $38.00 | $30.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 18 EACH | $38.00 | $34.00 | $10.00 | $37.00 | $20.00 | $43.00 | $35.00 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $3,500 | $3,000 | $5,500 | $2,200 | $3,000 | $6,300 | $5,000 |
| 616E10000 WATER | 5 MGAL | $1.00 | $10.00 | $1.00 | $5.00 | $90.00 | $1.00 | $1.00 |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $2,400 | $4,000 | $7,500 | $9,450 | $10,000 | $7,500 | $25,000 |
| 511E53010 CLASS QC1 CONCRETE, MISC.: WALL REPAIR | 1 CY | $1,289 | $5,000 | $2,500 | $1,315 | $1,045 | $1,400 | $3,700 |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $1,200 | $4,000 | $10,000 | $6,000 | $7,000 | $1,500 | $6,500 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $3,600 | $19,000 | $12,000 | $8,200 | $3,000 | $7,500 | $7,500 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $750 | $500 | $5,500 | $6,650 | $9,000 | $5,500 | $8,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 838E20701 GABIONS, AS PER PLAN | 312 CY | $304 | $95k | 22% |
| 838E20701 GABIONS, AS PER PLAN | 198 CY | $281 | $56k | 13% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $29,700 | $30k | 7% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 860 FT | $33 | $28k | 7% |
| 304E20000 AGGREGATE BASE | 208 CY | $109 | $23k | 5% |
| 503E22201 UNCLASSIFIED EXCAVATION, INCLUDING ROCK AND/OR SHA | 624 CY | $33 | $21k | 5% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 61 CY | $241 | $15k | 3% |
| 503E22201 UNCLASSIFIED EXCAVATION, INCLUDING ROCK AND/OR SHA | 334 CY | $38 | $13k | 3% |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 56 CY | $222 | $12k | 3% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 4 EACH | $3,100 | $12k | 3% |