Has-SR 258-01.11
Harrison County · est $0.5M
Bid dateThursday, December 15—
Harrison County · est $0.5M
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 · 14 more items below.
| Item | Quantity | R1Dennison Bridge INC | R2Alan Stone CO INC | R3Ohio-west Virginia Excavating CO | R4Shelly & Sands INC | % of bid |
|---|---|---|---|---|---|---|
| 507E00200 STEEL PILES HP12X53, FURNISHED | 2,120 FT | $40.00 | $43.00 | $46.00 | $43.00 | 23% |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 1,496 FT | $50.00 | $45.00 | $46.00 | $40.00 | 20% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 2,190 SF | $18.00 | $20.00 | $20.00 | $22.50 | 11% |
| 524E94505 DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER | 440 FT | $60.00 | $60.00 | $66.00 |
| Item | Quantity | R1Dennison Bridge INC | R2Alan Stone CO INC | R3Ohio-west Virginia Excavating CO | R4Shelly & Sands INC |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $100 | $4,000 | $5,000 | $3,500 |
| 202E38000 GUARDRAIL REMOVED | 300 FT | $2.00 | $2.00 | $6.00 | $2.00 |
| 204E10000 SUBGRADE COMPACTION | 543 SY | $2.00 | $2.50 | $7.00 | $5.00 |
| 659E10001 SEEDING AND MULCHING, AS PER PLAN | 362 SY | $7.00 | $8.00 | $10.00 | $8.90 |
| 832E30000 |
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 →
| $78.00 |
| 7% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 701 CY | $35.00 | $40.00 | $32.00 | $35.00 | 7% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 56 CY | $280 | $350 | $276 | $350 | 4% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 143 CY | $90.00 | $71.00 | $110 | $220 | 3% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 41 CY | $300 | $300 | $520 | $450 | 3% |
| 606E15150 GUARDRAIL, TYPE MGS HALF POST SPACING | 300 FT | $33.60 | $33.60 | $38.00 | $33.60 | 3% |
| 304E20000 AGGREGATE BASE | 87 CY | $110 | $94.00 | $110 | $120 | 3% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (24 CY | $370 | $450 | $275 | $450 | 2% |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 17 CY | $480 | $550 | $300 | $700 | 2% |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 50 CY | $160 | $300 | $206 | $450 | 2% |
| 624E10000 MOBILIZATION | 1 LS | $7,500 | $21,000 | $10,000 | $10,000 | 2% |
| 202E23000 PAVEMENT REMOVED | 385 SY | $14.00 | $24.00 | $20.00 | $20.00 | 1% |
| 614E12420 DETOUR SIGNING | 1 LS | $5,200 | $5,200 | $6,000 | $5,500 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $4,500 | $4,500 | $6,400 | $3,600 | 1% |
| 203E20000 EMBANKMENT | 152 CY | $25.00 | $8.00 | $45.00 | $15.00 | 1% |
| 621E00100 RPM | 9 EACH | $400 | $275 | $300 | $275 | 1% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $3,000 | $5,000 | $3,400 | $3,500 | 1% |
| 2,000 EACH |
| $1.00 |
| $1.00 |
| $1.00 |
| $1.00 |
| 407E10000 TACK COAT | 81 GAL | $4.00 | $4.00 | $8.00 | $3.25 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 9 EACH | $20.00 | $21.00 | $25.00 | $10.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 7 EACH | $15.00 | $15.00 | $18.00 | $15.00 |
| 646E10010 EDGE LINE, 6" | 0.06 MILE | $48,000 | $25,650 | $30,000 | $25,650 |
| 646E10200 CENTER LINE | 0.06 MILE | $48,000 | $35,680 | $40,000 | $35,680 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.06 MILE | $12,000 | $11,250 | $13,000 | $11,250 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 0.06 MILE | $11,500 | $10,995 | $12,000 | $10,995 |
| 518E40001 6" PERFORATED CORRUGATED PLASTIC PIPE, AS PER PLAN | 275 FT | $8.00 | $9.50 | $10.00 | $7.00 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $2,000 | $5,000 | $2,400 | $3,760 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00200 STEEL PILES HP12X53, FURNISHED | 2,120 FT | $40 | $85k | 22% |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 1,496 FT | $50 | $75k | 19% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 2,190 SF | $18 | $39k | 10% |
| 524E94505 DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER | 440 FT | $60 | $26k | 7% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 701 CY | $35 | $25k | 6% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 56 CY | $280 | $16k | 4% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 143 CY | $90 | $13k | 3% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 41 CY | $300 | $12k | 3% |
| 606E15150 GUARDRAIL, TYPE MGS HALF POST SPACING | 300 FT | $33.6 | $10k | 3% |
| 304E20000 AGGREGATE BASE | 87 CY | $110 | $10k | 2% |