Has-US 22-01.86
Harrison County · est $0.4M
Bid dateThursday, June 16—
Harrison County · est $0.4M
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 · 15 more items below.
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Dennison Bridge INC | R3Alan Stone CO INC | R4Craig Edward Susany INC | R5Shelly & Sands INC | % of bid |
|---|---|---|---|---|---|---|---|
| 507E00200 STEEL PILES HP12X53, FURNISHED | 1,365 FT | $49.00 | $48.00 | $51.00 | $47.00 | $53.00 | 21% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $30,500 | $7,000 | $18,500 | $26,000 | $40,000 | 10% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 116 CY | $225 | $350 | $320 | $400 | $400 | 8% |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE |
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Dennison Bridge INC | R3Alan Stone CO INC | R4Craig Edward Susany INC | R5Shelly & Sands INC |
|---|---|---|---|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 212.5 FT | $8.00 | $2.00 | $3.00 | $3.00 | $2.40 |
| 203E20000 EMBANKMENT | 39 CY | $32.00 | $25.00 | $7.50 | $16.00 | $14.00 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS |
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 →
| 819 FT |
| $30.00 |
| $50.00 |
| $41.00 |
| $40.00 |
| $50.00 |
| 8% |
| 304E20000 AGGREGATE BASE | 216 CY | $110 | $100 | $125 | $100 | $105 | 8% |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 256 SY | $90.00 | $65.00 | $82.50 | $132 | $125 | 7% |
| 524E94505 DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER | 468 FT | $48.00 | $55.00 | $60.00 | $40.00 | $55.00 | 7% |
| 524E95000 DRILLED SHAFTS, MISC.: PLUG PILE, 30" DIAMETER, UN | 304 FT | $70.00 | $65.00 | $71.00 | $60.00 | $75.00 | 7% |
| 202E23000 PAVEMENT REMOVED | 832 SY | $21.00 | $18.00 | $13.00 | $15.00 | $12.00 | 6% |
| 624E10000 MOBILIZATION | 1 LS | $10,000 | $15,000 | $15,000 | $5,000 | $10,000 | 3% |
| 606E15150 GUARDRAIL, TYPE MGS HALF POST SPACING | 212.5 FT | $40.00 | $40.00 | $39.60 | $39.00 | $39.60 | 3% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $7,500 | $4,500 | $2,600 | $10,000 | $3,425 | 2% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (24 CY | $270 | $650 | $378 | $670 | $600 | 2% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 400 FT | $16.00 | $8.00 | $21.00 | $19.00 | $25.00 | 2% |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 18 CY | $300 | $700 | $388 | $670 | $650 | 2% |
| 605E14020 6" BASE PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 192 FT | $24.00 | $18.00 | $27.50 | $15.00 | $18.00 | 1% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,300 | $2,000 | $2,720 | $2,500 | $2,720 | 1% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,500 | $1,000 | $7,000 | $500 | $2,100 | 1% |
| 204E10000 SUBGRADE COMPACTION | 576 SY | $4.00 | $3.00 | $2.50 | $3.00 | $5.00 | 1% |
| 659E10001 SEEDING AND MULCHING, AS PER PLAN | 320 SY | $7.00 | $8.00 | $9.50 | $5.00 | $10.00 | 1% |
| 15 FT |
| $22.00 |
| $20.00 |
| $52.50 |
| $15.00 |
| $35.00 |
| 611E99711 PRECAST REINFORCED CONCRETE OUTLET, AS PER PLAN | 1 EACH | $295 | $300 | $280 | $150 | $450 |
| 407E10000 TACK COAT | 86 GAL | $9.00 | $4.00 | $20.00 | $4.00 | $3.25 |
| 408E10001 PRIME COAT, AS PER PLAN | 68 GAL | $10.00 | $30.00 | $20.50 | $38.00 | $25.00 |
| 621E00100 RPM | 6 EACH | $250 | $600 | $475 | $475 | $475 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 6 EACH | $22.00 | $20.00 | $16.00 | $10.00 | $30.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 3 EACH | $17.00 | $15.00 | $10.00 | $10.00 | $10.00 |
| 646E10010 EDGE LINE, 6" | 0.08 MILE | $26,000 | $25,000 | $24,400 | $45,400 | $18,515 |
| 646E10200 CENTER LINE | 0.04 MILE | $38,000 | $30,000 | $36,000 | $60,400 | $22,961 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.08 MILE | $23,000 | $15,000 | $8,450 | $8,500 | $4,220 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 0.16 MILE | $9,000 | $10,000 | $4,220 | $4,500 | $4,800 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $1,100 | $3,000 | $5,500 | $5,000 | $7,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00200 STEEL PILES HP12X53, FURNISHED | 1,365 FT | $49 | $67k | 20% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $30,500 | $31k | 9% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 116 CY | $225 | $26k | 8% |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 819 FT | $30 | $25k | 7% |
| 304E20000 AGGREGATE BASE | 216 CY | $110 | $24k | 7% |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 256 SY | $90 | $23k | 7% |
| 524E94505 DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER | 468 FT | $48 | $22k | 7% |
| 524E95000 DRILLED SHAFTS, MISC.: PLUG PILE, 30" DIAMETER, UN | 304 FT | $70 | $21k | 6% |
| 202E23000 PAVEMENT REMOVED | 832 SY | $21 | $17k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $10,000 | $10k | 3% |