Was-SR 550-14.30
Washington County · est $0.8M
Bid dateThursday, May 9—
Washington County · est $0.8M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 28 more items below.
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Alan Stone CO INC | R3Shelly & Sands INC | % of bid |
|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.:SOLDIER PILES W24X104 | 1,980 FT | $76.00 | $75.00 | $85.00 | 29% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 898 FT | $83.00 | $85.00 | $84.00 | 15% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 675 FT | $76.00 | $95.00 | $90.00 | 10% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 1,936 SF | $21.00 | $25.00 | $36.00 | 8% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 84 CY | $345 | $310 | $395 | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $26,500 | $56,000 | $14,800 | 5% |
| 524E95000 DRILLED SHAFTS, MISC.: PLUG PILE, 36" DIAMETER, UN |
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Alan Stone CO INC | R3Shelly & Sands INC |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $1,350 | $8,500 | $3,000 |
| 202E38100 GUARDRAIL REMOVED FOR STORAGE | 275 FT | $11.00 | $5.50 | $5.00 |
| 203E20000 EMBANKMENT | 114 CY | $15.00 | $25.00 | $15.00 |
| 659E10000 SEEDING AND MULCHING | 230 SY | $11.00 | $6.50 | $19.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.03 TON | $1,350 | $1,200 | $950 |
| 659E31000 |
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 →
| 889 FT |
| $22.00 |
| $95.00 |
| $88.00 |
| 4% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 45 CY | $390 | $290 | $490 | 3% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 490 FT | $32.00 | $15.00 | $25.00 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $15,000 | $12,000 | $20,000 | 3% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 224 CY | $66.00 | $80.00 | $185 | 3% |
| 304E20000 AGGREGATE BASE | 142 CY | $100 | $95.00 | $95.00 | 3% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $8,000 | $5,000 | $4,500 | 2% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 19 CY | $363 | $520 | $550 | 1% |
| 606E16050 GUARDRAIL REBUILT, TYPE MGS | 275 FT | $23.00 | $25.00 | $25.00 | 1% |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | 1% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,400 | $2,700 | $2,450 | 1% |
| 202E23000 PAVEMENT REMOVED | 217 SY | $22.00 | $8.50 | $35.00 | 1% |
| 203E10000 EXCAVATION | 217 CY | $20.00 | $25.00 | $40.00 | 1% |
| 621E00100 RPM, TWO-WAY YELLOW/YELLOW | 9 EACH | $375 | $380 | $350 | 1% |
| 0.05 ACRE |
| $165 |
| $1,000 |
| $152 |
| 659E35000 WATER | 2 MGAL | $1.00 | $100 | $1.00 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 2 SY | $1,050 | $260 | $125 |
| 605E31100 AGGREGATE DRAINS | 30 FT | $60.00 | $35.00 | $30.00 |
| 611E01500 6" CONDUIT, TYPE F, FOR UNDERDRAIN OUTLETS | 3 FT | $66.00 | $400 | $125 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 1 EACH | $420 | $570 | $300 |
| 204E10000 SUBGRADE COMPACTION | 303 SY | $2.00 | $7.50 | $9.00 |
| 407E20000 NON-TRACKING TACK COAT | 156 GAL | $7.00 | $4.00 | $4.00 |
| 408E10000 PRIME COAT | 77 GAL | $11.00 | $5.00 | $10.00 |
| 617E10100 COMPACTED AGGREGATE | 5 CY | $280 | $450 | $225 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 9 EACH | $37.00 | $20.00 | $20.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 3 EACH | $13.00 | $15.00 | $12.50 |
| 642E00104 EDGE LINE, 6", TYPE 1, WHITE | 0.22 MILE | $4,000 | $4,100 | $3,750 |
| 642E00300 CENTER LINE, TYPE 1, DOUBLE YELLOW | 0.11 MILE | $7,700 | $7,600 | $6,995 |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $2,500 | $3,600 | $39,000 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 10 EACH | $44.00 | $45.00 | $14.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 10 EACH | $44.00 | $45.00 | $14.00 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 0.19 MILE | $17,000 | $4,300 | $3,950 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 0.09 MILE | $13,000 | $7,300 | $6,700 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 24 FT | $15.00 | $15.00 | $14.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 259 FT | $8.00 | $6.00 | $3.50 |
| 524E95000 DRILLED SHAFTS, MISC.: EXTENSION | 20 FT | $70.00 | $100 | $70.00 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $2,700 | $8,100 | $6,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.:SOLDIER PILES W24X104 | 1,980 FT | $76 | $150k | 28% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 898 FT | $83 | $75k | 14% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 675 FT | $76 | $51k | 9% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 1,936 SF | $21 | $41k | 7% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 84 CY | $345 | $29k | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $26,500 | $27k | 5% |
| 524E95000 DRILLED SHAFTS, MISC.: PLUG PILE, 36" DIAMETER, UN | 889 FT | $22 | $20k | 4% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 45 CY | $390 | $18k | 3% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 490 FT | $32 | $16k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $15,000 | $15k | 3% |