Bel-US 250-08.10
Belmont County · est $0.3M
Bid dateThursday, June 16—
Belmont County · est $0.3M
Published by ODOT on this contract’s Proposal PDF · EDGE 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 · 17 more items below.
| Item | Quantity | R1Dennison Bridge INC | R2Ohio-west Virginia Excavating CO | R3Litman Excavating INC | R4Alan Stone CO INC | R5Shelly & Sands INC | % of bid |
|---|---|---|---|---|---|---|---|
| 507E00200 STEEL PILES HP12X53, FURNISHED | 1,075 FT | $48.00 | $49.00 | $45.66 | $55.00 | $52.00 | 20% |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 559 FT | $55.00 | $40.00 | $65.06 | $50.00 | $65.00 | 12% |
| 524E95000 DRILLED SHAFTS, MISC.: PLUG PILE, 30" DIAMETER, UN | 336 FT | $65.00 | $92.00 | $83.07 | $90.00 | $105 | 8% |
| 524E94505 |
| Item | Quantity | R1Dennison Bridge INC | R2Ohio-west Virginia Excavating CO | R3Litman Excavating INC | R4Alan Stone CO INC | R5Shelly & Sands INC |
|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $100 | $4,500 | $3,000 | $3,000 | $2,000 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 16 FT | $10.00 | $17.00 | $29.76 | $17.00 | $12.00 |
| 202E38000 GUARDRAIL REMOVED | 200 FT | $2.00 | $7.00 | $2.71 | $5.00 | $2.00 |
| 203E20000 EMBANKMENT | 63 CY | $25.00 |
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 →
| 344 FT |
| $60.00 |
| $70.00 |
| $91.58 |
| $80.00 |
| $75.00 |
| 8% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $20,000 | $40,000 | $15,963 | $47,000 | $36,200 | 8% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 49 CY | $350 | $235 | $452 | $325 | $409 | 7% |
| 624E10000 MOBILIZATION | 1 LS | $15,000 | $12,500 | $7,500 | $12,000 | $10,000 | 6% |
| 304E20000 AGGREGATE BASE | 125 CY | $100 | $100 | $96.72 | $90.00 | $95.00 | 5% |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 97 SY | $125 | $150 | $214 | $130 | $215 | 5% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (13 CY | $650 | $315 | $651 | $450 | $589 | 3% |
| 606E15151 GUARDRAIL, TYPE MGS HALF POST SPACING, AS PER PLAN | 200 FT | $40.00 | $41.00 | $42.39 | $40.00 | $37.20 | 3% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 360 FT | $20.00 | $25.00 | $57.74 | $21.00 | $32.00 | 3% |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 9 CY | $700 | $425 | $772 | $550 | $699 | 2% |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $4,500 | $7,500 | $7,073 | $2,400 | $2,820 | 2% |
| 202E23000 PAVEMENT REMOVED | 210 SY | $20.00 | $20.00 | $21.02 | $29.50 | $35.00 | 2% |
| 605E14020 6" BASE PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 165 FT | $25.00 | $15.00 | $27.26 | $15.00 | $25.00 | 2% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,000 | $2,800 | $2,317 | $3,100 | $2,560 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $2,500 | $1,000 | $1,500 | $6,000 | $7,500 | 1% |
| 659E10001 SEEDING AND MULCHING, AS PER PLAN | 234 SY | $10.00 | $8.00 | $2.94 | $12.00 | $13.00 | 1% |
| $40.00 |
| $16.10 |
| $4.50 |
| $9.00 |
| 204E10000 SUBGRADE COMPACTION | 245 SY | $4.00 | $5.00 | $2.82 | $2.50 | $8.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 25 FT | $30.00 | $25.00 | $19.13 | $40.00 | $30.00 |
| 611E04400 12" CONDUIT, TYPE B | 16 FT | $125 | $75.00 | $88.50 | $300 | $115 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3" | 49 SY | $40.00 | $60.00 | $111 | $160 | $100 |
| 407E10000 TACK COAT | 41 GAL | $4.00 | $5.00 | $2.76 | $5.00 | $2.50 |
| 408E10001 PRIME COAT, AS PER PLAN | 19 GAL | $30.00 | $8.00 | $30.94 | $5.00 | $28.00 |
| 621E00100 RPM | 5 EACH | $20.00 | $525 | $551 | $550 | $500 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 5 EACH | $20.00 | $20.00 | $39.17 | $19.00 | $35.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 5 EACH | $10.00 | $15.00 | $8.84 | $12.50 | $10.00 |
| 646E10010 EDGE LINE, 6" | 0.04 MILE | $35,000 | $33,550 | $29,628 | $39,000 | $26,864 |
| 646E10200 CENTER LINE | 0.04 MILE | $45,000 | $48,300 | $36,817 | $59,000 | $33,315 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.04 MILE | $25,000 | $16,700 | $26,312 | $20,000 | $16,650 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 0.04 MILE | $22,500 | $16,000 | $20,110 | $20,000 | $15,995 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00200 STEEL PILES HP12X53, FURNISHED | 1,075 FT | $48 | $52k | 19% |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 559 FT | $55 | $31k | 11% |
| 524E95000 DRILLED SHAFTS, MISC.: PLUG PILE, 30" DIAMETER, UN | 336 FT | $65 | $22k | 8% |
| 524E94505 DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER | 344 FT | $60 | $21k | 8% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $20,000 | $20k | 7% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 49 CY | $350 | $17k | 6% |
| 624E10000 MOBILIZATION | 1 LS | $15,000 | $15k | 6% |
| 304E20000 AGGREGATE BASE | 125 CY | $100 | $13k | 5% |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 97 SY | $125 | $12k | 4% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (13 CY | $650 | $8k | 3% |