Bel-US 250-07.90
Belmont County · est $0.6M
Bid dateThursday, April 13—
Belmont 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 · 23 more items below.
| Item | Quantity | R1Dennison Bridge INC | R2Litman Excavating INC | R3Ohio-west Virginia Excavating CO | R4Craig Edward Susany INC | R5Alan Stone CO INC | R6Shelly & Sands INC | % of bid |
|---|---|---|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: W16X40, FURNISHED | 2,490 FT | $35.00 | $34.32 | $38.00 | $32.00 | $35.00 | $38.00 | 19% |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 1,539 FT | $50.00 | $53.99 | $43.00 | $60.00 | $55.00 | $53.00 | 17% |
| 524E95000 DRILLED SHAFTS, MISC.: PLUG PILE, 30" DIAMETER, UN | 810 FT | $70.00 | $95.75 | $90.00 |
| Item | Quantity | R1Dennison Bridge INC | R2Litman Excavating INC | R3Ohio-west Virginia Excavating CO | R4Craig Edward Susany INC | R5Alan Stone CO INC | R6Shelly & Sands INC |
|---|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $1,000 | $4,838 | $3,000 | $100 | $5,000 | $2,990 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 64 FT | $20.00 | $47.98 | $32.00 | $10.00 | $11.00 | $12.00 |
| 202E38000 GUARDRAIL REMOVED | 363 FT | $2.00 | $2.42 | $7.00 | $3.00 | $3.00 |
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 →
| $86.00 |
| $48.00 |
| $80.00 |
| 12% |
| 524E94505 DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER | 648 FT | $60.00 | $92.45 | $80.00 | $66.00 | $65.00 | $95.00 | 8% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $30,000 | $8,466 | $30,000 | $28,000 | $50,000 | $33,000 | 6% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 86 CY | $315 | $369 | $285 | $330 | $400 | $355 | 6% |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 147 SY | $175 | $145 | $125 | $307 | $200 | $210 | 6% |
| 304E20000 AGGREGATE BASE | 225 CY | $110 | $70.19 | $110 | $100 | $95.00 | $100 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $15,000 | $15,000 | $15,000 | $20,000 | $20,000 | $20,000 | 3% |
| 606E15150 GUARDRAIL, TYPE MGS HALF POST SPACING | 362.5 FT | $35.00 | $41.94 | $35.00 | $36.00 | $45.00 | $31.60 | 3% |
| 611E04400 12" CONDUIT, TYPE B | 42 FT | $275 | $17.67 | $125 | $160 | $288 | $220 | 2% |
| 605E14020 6" BASE PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 360 FT | $22.00 | $9.09 | $30.00 | $12.00 | $14.00 | $20.00 | 2% |
| 202E23000 PAVEMENT REMOVED | 331 SY | $22.00 | $4.95 | $35.00 | $12.00 | $31.00 | $35.00 | 2% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (22 CY | $330 | $574 | $310 | $340 | $450 | $550 | 2% |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 16 CY | $430 | $605 | $365 | $440 | $450 | $650 | 1% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 510 FT | $12.00 | $16.93 | $20.00 | $10.00 | $28.00 | $30.00 | 1% |
| 611E98470 CATCH BASIN, NO. 2-2B | 2 EACH | $3,000 | $1,994 | $3,000 | $2,100 | $4,000 | $2,800 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $6,000 | $7,015 | $10,000 | $16,500 | $4,000 | $4,200 | 1% |
| 611E04600 12" CONDUIT, TYPE C | 22 FT | $250 | $17.67 | $140 | $120 | $188 | $130 | 1% |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 1% |
| $2.00 |
| 202E58100 CATCH BASIN REMOVED | 1 EACH | $250 | $605 | $600 | $100 | $2,000 | $200 |
| 202E98000 REMOVAL MISC.: PILING WALL | 1 LS | $2,500 | $12,094 | $2,100 | $1,000 | $3,000 | $2,975 |
| 203E20000 EMBANKMENT | 156 CY | $20.00 | $11.29 | $10.00 | $15.00 | $8.00 | $25.00 |
| 204E10000 SUBGRADE COMPACTION | 391 SY | $2.50 | $3.97 | $3.50 | $3.00 | $3.50 | $7.00 |
| 659E10001 SEEDING AND MULCHING, AS PER PLAN | 400 SY | $8.00 | $4.54 | $7.60 | $9.00 | $7.50 | $7.56 |
| 605E13410 6" UNCLASSIFIED PIPE UNDERDRAINS WITH GEOTEXTILE F | 135 FT | $22.00 | $9.09 | $65.00 | $12.00 | $8.50 | $25.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 20 FT | $25.00 | $16.87 | $35.00 | $12.00 | $13.00 | $35.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3" | 120 SY | $8.00 | $30.24 | $20.00 | $70.00 | $98.00 | $110 |
| 407E10000 TACK COAT | 71 GAL | $4.00 | $4.96 | $5.00 | $4.00 | $4.00 | $3.50 |
| 408E10001 PRIME COAT, AS PER PLAN | 48 GAL | $35.00 | $18.14 | $5.00 | $35.00 | $15.00 | $28.00 |
| 621E00100 RPM | 9 EACH | $20.00 | $333 | $275 | $275 | $300 | $275 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 9 EACH | $20.00 | $393 | $50.00 | $10.00 | $85.00 | $25.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 9 EACH | $12.00 | $38.70 | $10.00 | $10.00 | $12.00 | $11.00 |
| 646E10010 EDGE LINE, 6" | 0.07 MILE | $46,000 | $15,964 | $26,100 | $50,000 | $30,000 | $26,055 |
| 646E10200 CENTER LINE | 0.07 MILE | $52,000 | $15,964 | $33,200 | $60,000 | $35,000 | $33,165 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,200 | $3,169 | $2,500 | $2,600 | $2,500 | $2,620 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.07 MILE | $8,000 | $15,964 | $13,200 | $14,000 | $15,000 | $13,200 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 0.07 MILE | $8,000 | $15,964 | $13,200 | $14,000 | $15,000 | $13,200 |
| 690E98600 SPECIAL - DRILLING THROUGH OBSTRUCTIONS | 20 HOUR | $250 | $527 | $450 | $560 | $300 | $750 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $2,000 | $7,257 | $6,200 | $4,000 | $10,000 | $6,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: W16X40, FURNISHED | 2,490 FT | $35 | $87k | 17% |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 1,539 FT | $50 | $77k | 15% |
| 524E95000 DRILLED SHAFTS, MISC.: PLUG PILE, 30" DIAMETER, UN | 810 FT | $70 | $57k | 11% |
| 524E94505 DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER | 648 FT | $60 | $39k | 8% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $30,000 | $30k | 6% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 86 CY | $315 | $27k | 5% |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 147 SY | $175 | $26k | 5% |
| 304E20000 AGGREGATE BASE | 225 CY | $110 | $25k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $15,000 | $15k | 3% |
| 606E15150 GUARDRAIL, TYPE MGS HALF POST SPACING | 362.5 FT | $35 | $13k | 3% |