Was-SR 676-02.50
Washington County · est $0.7M
Bid dateThursday, March 30—
Washington County · est $0.7M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 39 more items below.
| Item | Quantity | R1Alan Stone CO INC | R2Shelly & Sands INC | R3Ohio-west Virginia Excavating CO | R4George J Igel & CO INC | % of bid |
|---|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.:SOLDIER PILES, W24X104 | 1,680 FT | $100 | $98.00 | $94.00 | $102 | 32% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 1,170 FT | $80.00 | $87.00 | $69.25 | $97.50 | 18% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 608 FT | $80.00 | $80.00 | $105 | $105 | 9% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 83 CY | $415 | $470 | $295 | $330 | 7% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 1,554 SF | $20.00 | $20.00 | $26.00 | $23.00 | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $29,000 | $12,000 |
| Item | Quantity | R1Alan Stone CO INC | R2Shelly & Sands INC | R3Ohio-west Virginia Excavating CO | R4George J Igel & CO INC |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $3,000 | $3,500 | $5,000 | $6,000 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 41 FT | $11.00 | $5.00 | $45.00 | $13.00 |
| 202E75000 FENCE REMOVED | 87 FT | $3.50 | $5.00 | $5.00 | $5.00 |
| 203E10000 EXCAVATION | 45 CY | $40.00 | $45.00 | $40.00 | $26.00 |
| 203E20000 EMBANKMENT | 276 CY |
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 →
| $30,000 |
| $15,000 |
| 6% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 34 CY | $500 | $511 | $330 | $410 | 3% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 135 CY | $85.00 | $120 | $135 | $150 | 2% |
| 611E07201 18" CONDUIT, TYPE A, AS PER PLAN, 706.02 | 43 FT | $260 | $200 | $160 | $190 | 2% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,700 | $2,250 | $2,800 | $2,550 | 2% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 18 CY | $500 | $400 | $565 | $535 | 2% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 287.5 FT | $30.00 | $25.00 | $28.00 | $25.20 | 2% |
| 202E23001 PAVEMENT REMOVED, AS PER PLAN | 181 SY | $42.00 | $40.00 | $20.00 | $30.00 | 1% |
| 503E21320 UNCLASSIFIED EXCAVATION, INCLUDING ROCK | 1 LS | $7,500 | $12,000 | $20,000 | $18,000 | 1% |
| 624E10000 MOBILIZATION | 1 LS | $7,500 | $20,000 | $13,250 | $15,000 | 1% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 600 FT | $10.00 | $20.00 | $20.00 | $25.50 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $5,500 | $7,000 | $1,500 | $7,500 | 1% |
| 511E52110 CLASS QC MS CONCRETE | 27 CY | $200 | $187 | $240 | $250 | 1% |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $4,500 | $4,050 | $8,500 | $5,000 | 1% |
| $11.00 |
| $18.00 |
| $23.00 |
| $21.00 |
| 204E10000 SUBGRADE COMPACTION | 179 SY | $3.50 | $10.00 | $5.00 | $4.00 |
| 209E10000 DITCH CLEANOUT | 305 FT | $11.00 | $8.00 | $5.00 | $5.00 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 2 EACH | $2,000 | $1,625 | $2,350 | $1,550 |
| 623E40500 REFERENCE MONUMENT, TYPE A | 6 EACH | $500 | $1,100 | $300 | $850 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 6 CY | $250 | $175 | $325 | $180 |
| 659E10000 SEEDING AND MULCHING | 995 SY | $3.00 | $3.20 | $3.20 | $4.30 |
| 659E20000 COMMERCIAL FERTILIZER | 0.14 TON | $1,100 | $1,400 | $1,400 | $2,300 |
| 659E31000 LIME | 0.21 ACRE | $800 | $100 | $100 | $890 |
| 659E35000 WATER | 2.7 MGAL | $112 | $1.00 | $1.00 | $5.00 |
| 602E20001 CONCRETE MASONRY, AS PER PLAN | 0.31 CY | $9,100 | $8,000 | $10,000 | $3,900 |
| 605E31100 AGGREGATE DRAINS | 38 FT | $34.00 | $15.00 | $35.00 | $35.00 |
| 611E07201 18" CONDUIT, TYPE A, AS PER PLAN | 3 FT | $250 | $275 | $350 | $270 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 2 EACH | $300 | $250 | $500 | $315 |
| 304E20000 AGGREGATE BASE | 36 CY | $100 | $110 | $190 | $120 |
| 407E20000 NON-TRACKING TACK COAT | 146 GAL | $13.00 | $4.00 | $5.00 | $8.25 |
| 408E10000 PRIME COAT | 103 GAL | $20.00 | $10.00 | $5.00 | $9.50 |
| 617E10100 COMPACTED AGGREGATE | 19 CY | $150 | $135 | $235 | $140 |
| 621E00100 RPM | 15 EACH | $243 | $200 | $200 | $200 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 15 EACH | $6.00 | $15.00 | $15.00 | $26.50 |
| 626E00110 BARRIER REFLECTOR, TYPE 2(BIDIRECTIONAL) | 6 EACH | $12.00 | $10.00 | $10.00 | $12.50 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.22 MILE | $4,700 | $3,850 | $4,000 | $3,850 |
| 642E00300 CENTER LINE, TYPE 1 | 0.11 MILE | $8,700 | $7,200 | $7,200 | $7,200 |
| 410E10001 TRAFFIC COMPACTED SURFACE, TYPE A, AS PER PLAN | 9 CY | $200 | $115 | $125 | $145 |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $1,500 | $14,000 | $5,000 | $4,000 |
| 614E13310 BARRIER REFLECTOR, TYPE 1(BIDIRECTIONAL) | 13 EACH | $39.00 | $9.00 | $32.00 | $16.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 13 EACH | $49.00 | $12.00 | $40.00 | $23.00 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 0.14 MILE | $7,000 | $5,800 | $5,800 | $5,800 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 20 FT | $15.00 | $12.00 | $12.00 | $12.00 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $1,900 | $4,100 | $2,500 | $2,000 |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 19 SY | $115 | $140 | $270 | $85.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $100 | $500 | $5,000 | $2,000 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 218 FT | $5.50 | $5.20 | $10.00 | $5.00 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 20 FT | $9.50 | $25.00 | $25.00 | $10.50 |
| 524E95000 DRILLED SHAFTS, MISC.:EXTENSION | 5 FT | $80.00 | $200 | $500 | $98.00 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.:SOLDIER PILES, W24X104 | 1,680 FT | $100 | $168k | 29% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 1,170 FT | $80 | $94k | 16% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 608 FT | $80 | $49k | 8% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 83 CY | $415 | $34k | 6% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 1,554 SF | $20 | $31k | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $29,000 | $29k | 5% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 34 CY | $500 | $17k | 3% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 135 CY | $85 | $11k | 2% |
| 611E07201 18" CONDUIT, TYPE A, AS PER PLAN, 706.02 | 43 FT | $260 | $11k | 2% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,700 | $11k | 2% |