Bel-SR 26-06.92
Belmont County · est $0.4M
Bid dateThursday, May 12—
Belmont County · est $0.4M
Published by ODOT on this contract’s Proposal PDF · EDGE Goal: 5%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 16 more items below.
| Item | Quantity | R1Alan Stone CO INC | R2Ohio-west Virginia Excavating CO | R3Litman Excavating INC | R4Shelly & Sands INC | % of bid |
|---|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: STEEL PILES W16x40, FURNISHED | 2,480 FT | $39.40 | $35.00 | $32.89 | $41.00 | 26% |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 1,570 FT | $41.00 | $37.00 | $40.05 | $45.00 | 17% |
| 524E94505 DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER | 690 FT | $60.50 | $64.00 | $43.78 | $57.00 | 11% |
| 524E95000 DRILLED SHAFTS, MISC.: PLUG PILE, 30" DIAMETER, UN | 653 FT | $55.50 | $67.00 | $53.80 |
| Item | Quantity | R1Alan Stone CO INC | R2Ohio-west Virginia Excavating CO | R3Litman Excavating INC | R4Shelly & Sands INC |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,500 | $4,000 | $2,710 | $6,300 |
| 202E38000 GUARDRAIL REMOVED | 300 FT | $3.00 | $4.00 | $7.94 | $2.20 |
| 203E20000 EMBANKMENT | 36 CY | $16.50 | $19.00 | $63.55 | $27.00 |
| 204E10000 SUBGRADE COMPACTION | 416 SY | $3.00 | $5.00 | $5.62 | $5.00 |
| 659E10001 SEEDING AND MULCHING, AS PER PLAN |
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 →
| $77.00 |
| 10% |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 195 SY | $100 | $110 | $90.20 | $150 | 5% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $15,000 | $32,000 | $21,549 | $32,800 | 4% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 42 CY | $325 | $360 | $375 | $346 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $13,000 | $15,000 | $9,210 | $10,000 | 3% |
| 304E20000 AGGREGATE BASE | 106 CY | $106 | $90.00 | $125 | $100 | 3% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 520 FT | $21.00 | $19.00 | $22.33 | $20.00 | 3% |
| 606E15151 GUARDRAIL, TYPE MGS HALF POST SPACING, AS PER PLAN | 300 FT | $31.40 | $31.40 | $39.03 | $31.40 | 3% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (18 CY | $380 | $275 | $383 | $316 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $6,500 | $1,000 | $5,710 | $9,000 | 2% |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 13 CY | $450 | $340 | $529 | $436 | 2% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,860 | $2,500 | $3,605 | $2,860 | 2% |
| 202E23000 PAVEMENT REMOVED | 364 SY | $12.50 | $15.00 | $16.35 | $15.00 | 1% |
| 605E06020 4" BASE PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 312 FT | $14.00 | $10.00 | $12.84 | $20.00 | 1% |
| 202E98000 REMOVAL MISC.: PILING REMOVED | 1 LS | $3,000 | $2,500 | $2,707 | $7,100 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $3,000 | $6,000 | $5,616 | $3,465 | 1% |
| 621E00100 RPM | 9 EACH | $295 | $285 | $1,154 | $295 | 1% |
| 369 SY |
| $5.50 |
| $8.00 |
| $9.25 |
| $8.25 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 611E00410 4" CONDUIT, TYPE F FOR UNDERDRAIN OUTLET | 24 FT | $35.00 | $20.00 | $60.42 | $25.00 |
| 611E99711 PRECAST REINFORCED CONCRETE OUTLET, AS PER PLAN | 2 EACH | $302 | $250 | $855 | $200 |
| 407E10000 TACK COAT | 60 GAL | $10.00 | $3.00 | $22.66 | $2.50 |
| 408E10001 PRIME COAT, AS PER PLAN | 21 GAL | $30.00 | $5.00 | $85.62 | $28.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 9 EACH | $11.00 | $20.00 | $154 | $20.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 4 EACH | $10.00 | $10.00 | $322 | $10.00 |
| 646E10010 EDGE LINE, 6" | 0.06 MILE | $19,640 | $19,750 | $42,818 | $25,455 |
| 646E10200 CENTER LINE | 0.06 MILE | $31,550 | $31,600 | $55,716 | $31,563 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.19 MILE | $3,850 | $3,900 | $7,668 | $3,850 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 0.22 MILE | $3,450 | $3,500 | $11,500 | $3,450 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: STEEL PILES W16x40, FURNISHED | 2,480 FT | $39.4 | $98k | 25% |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 1,570 FT | $41 | $64k | 16% |
| 524E94505 DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER | 690 FT | $60.5 | $42k | 11% |
| 524E95000 DRILLED SHAFTS, MISC.: PLUG PILE, 30" DIAMETER, UN | 653 FT | $55.5 | $36k | 9% |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 195 SY | $100 | $20k | 5% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $15,000 | $15k | 4% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 42 CY | $325 | $14k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $13,000 | $13k | 3% |
| 304E20000 AGGREGATE BASE | 106 CY | $106 | $11k | 3% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 520 FT | $21 | $11k | 3% |