Was-SR 550-03.31
Washington County · est $0.4M
Bid dateThursday, July 29—
Washington 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 · 9 more items below.
| Item | Quantity | R1Alan Stone CO INC | R2George J Igel & CO INC | R3Shelly & Sands INC | R4Complete General Construction Company | R5R C Construction Company And Son | R6INC Ohio-west Virginia Excavating CO | R7D G M INC | R8Craig Edward Susany INC | % of bid |
|---|---|---|---|---|---|---|---|---|---|---|
| 504E11101 STEEL SHEET PILING LEFT IN PLACE, AS PER PLAN | 6,000 SF | $26.00 | $28.50 | $30.25 | $31.00 | $24.00 | $37.50 | $33.10 | $50.00 | 50% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 77 CY | $380 | $340 | $325 | $325 |
| Item | Quantity | R1Alan Stone CO INC | R2George J Igel & CO INC | R3Shelly & Sands INC | R4Complete General Construction Company | R5R C Construction Company And Son | R6INC Ohio-west Virginia Excavating CO | R7D G M INC | R8Craig Edward Susany INC |
|---|---|---|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $600 | $2,500 | $1,500 | $8,000 | $1,200 | $2,500 | $11,000 | $2,500 |
| 202E23000 PAVEMENT REMOVED | 220 SY | $7.00 | $47.00 | $20.00 | $40.00 | $10.00 |
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 →
| $475 |
| $265 |
| $345 |
| $350 |
| 9% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $28,000 | $30,000 | $7,000 | $8,000 | $25,000 | $37,000 | $31,000 | $10,000 | 9% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 45 CY | $450 | $420 | $400 | $400 | $210 | $265 | $420 | $450 | 7% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 112 SY | $95.00 | $25.00 | $90.00 | $100 | $150 | $100 | $104 | $223 | 3% |
| 304E20000 AGGREGATE BASE | 92 CY | $82.00 | $90.00 | $85.00 | $95.00 | $85.00 | $120 | $90.00 | $150 | 2% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $3,500 | $2,100 | $3,000 | $3,000 | $1,500 | $2,600 | $3,000 | $2,500 | 2% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 340 FT | $18.00 | $28.50 | $20.00 | $30.00 | $20.00 | $20.00 | $27.00 | $50.00 | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 225 FT | $27.00 | $26.00 | $24.25 | $26.38 | $45.00 | $30.00 | $28.00 | $30.00 | 2% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 2 EACH | $3,000 | $3,300 | $2,780 | $2,400 | $2,850 | $2,600 | $2,500 | $3,000 | 2% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $6,000 | $12,000 | $29,000 | $5,000 | $5,500 | $3,000 | $2,500 | $33,000 | 2% |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $5,800 | $10,000 | $14,000 | $13,000 | $50,000 | $2,300 | $10,000 | $35,000 | 2% |
| 621E00100 RPM | 8 EACH | $583 | $365 | $350 | $350 | $750 | $400 | $350 | $380 | 2% |
| 624E10000 MOBILIZATION | 1 LS | $3,500 | $10,000 | $10,000 | $10,000 | $12,500 | $10,000 | $7,500 | $10,000 | 1% |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $2,400 | $3,500 | $2,000 | $4,000 | $16,500 | $6,000 | $6,000 | $20,000 | 1% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $2,200 | $1,500 | $8,000 | $25,000 | $5,500 | $3,500 | $3,000 | $25,000 | 1% |
| 642E00300 CENTER LINE, TYPE 1 | 0.12 MILE | $18,000 | $6,500 | $6,200 | $6,200 | $12,500 | $7,000 | $6,500 | $7,000 | 1% |
| 203E20000 EMBANKMENT | 50 CY | $43.00 | $25.00 | $45.00 | $30.00 | $15.00 | $30.00 | $50.00 | $150 | 1% |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.23 MILE | $8,800 | $3,750 | $3,550 | $3,550 | $12,500 | $4,200 | $4,000 | $4,000 | 1% |
| $25.00 |
| $50.00 |
| $30.00 |
| 204E10000 SUBGRADE COMPACTION | 285 SY | $3.00 | $5.25 | $4.00 | $5.00 | $1.00 | $8.00 | $8.00 | $3.00 |
| 659E10001 SEEDING AND MULCHING, AS PER PLAN | 444 SY | $1.50 | $5.75 | $6.40 | $5.50 | $10.00 | $8.00 | $7.00 | $6.00 |
| 407E20000 NON-TRACKING TACK COAT | 141 GAL | $5.00 | $4.00 | $4.00 | $4.00 | $20.00 | $9.00 | $4.00 | $5.00 |
| 408E10000 PRIME COAT | 92 GAL | $15.00 | $12.50 | $12.00 | $12.00 | $20.00 | $10.00 | $12.00 | $13.00 |
| 617E10100 COMPACTED AGGREGATE | 10 CY | $118 | $90.00 | $140 | $150 | $85.00 | $135 | $130 | $150 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 8 EACH | $26.00 | $11.00 | $15.00 | $50.00 | $50.00 | $25.00 | $1.00 | $10.00 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $1,900 | $5,000 | $5,000 | $2,000 | $10,000 | $2,000 | $5,000 | $4,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 504E11101 STEEL SHEET PILING LEFT IN PLACE, AS PER PLAN | 6,000 SF | $26 | $156k | 49% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 77 CY | $380 | $29k | 9% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $28,000 | $28k | 9% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 45 CY | $450 | $20k | 6% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 112 SY | $95 | $11k | 3% |
| 304E20000 AGGREGATE BASE | 92 CY | $82 | $8k | 2% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $3,500 | $7k | 2% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 340 FT | $18 | $6k | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 225 FT | $27 | $6k | 2% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 2 EACH | $3,000 | $6k | 2% |