WAS-SR 60-15.79
WAS County · est $0.9M
Bid dateThursday, February 27—
WAS County · est $0.9M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 33 more items below.
| Item | Quantity | R1Alan Stone CO INC | R2Shelly & Sands INC | R3Ohio-west Virginia Excavating CO | % of bid |
|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.:, W24x207 | 1,666 FT | $170 | $181 | $190 | 37% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 1,403 FT | $95.00 | $79.00 | $96.00 | 17% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 600 FT | $100 | $90.00 | $116 | 8% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 1,716 SF | $24.00 | $32.00 | $31.00 | 5% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 110 CY | $370 | $376 | $427 | 5% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 150 CY | $190 | $120 | $126 | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $27,000 |
| Item | Quantity | R1Alan Stone CO INC | R2Shelly & Sands INC | R3Ohio-west Virginia Excavating CO |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $3,500 | $4,500 | $15,800 |
| 202E20010 HEADWALL REMOVED | 4 EACH | $180 | $150 | $585 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 48 FT | $35.00 | $8.00 | $49.00 |
| 202E35200 PIPE REMOVED, OVER 24" DIAMETER | 25 FT | $45.00 | $8.00 | $94.00 |
| 202E38000 GUARDRAIL REMOVED | 275 FT | $5.00 | $2.20 | $6.00 |
| 202E70000 SPECIAL - FILL AND PLUG EXISTING CONDUIT, 36" |
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 →
| $21,000 |
| $38,700 |
| 4% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 77 CY | $300 | $338 | $384 | 3% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 960 FT | $20.00 | $24.00 | $21.00 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $16,000 | $29,700 | $23,000 | 2% |
| 304E20000 AGGREGATE BASE | 146 CY | $95.00 | $95.00 | $144 | 2% |
| 611E16200 36" CONDUIT, TYPE A , 706.02 | 52 FT | $260 | $280 | $291 | 2% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $3,000 | $2,780 | $2,400 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $10,000 | $6,500 | $800 | 1% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 17 CY | $580 | $450 | $448 | 1% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 275 FT | $35.00 | $31.60 | $30.00 | 1% |
| 611E07200 18" CONDUIT, TYPE A | 51 FT | $170 | $180 | $139 | 1% |
| 202E23000 PAVEMENT REMOVED | 320 SY | $20.00 | $20.00 | $28.00 | 1% |
| 203E10000 EXCAVATION | 123 CY | $50.00 | $14.00 | $49.00 | 1% |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 42 CY | $130 | $120 | $224 | 1% |
| 40 FT |
| $100 |
| $95.00 |
| $61.00 |
| 203E20000 EMBANKMENT | 130 CY | $20.00 | $32.00 | $57.00 |
| 204E10000 SUBGRADE COMPACTION | 413 SY | $7.00 | $6.50 | $3.00 |
| 623E40520 RIGHT-OF-WAY MONUMENT, TYPE B | 1 EACH | $800 | $325 | $500 |
| 659E10000 SEEDING AND MULCHING | 656 SY | $2.50 | $5.00 | $6.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.06 TON | $600 | $1,250 | $1,400 |
| 659E31000 LIME | 0.14 ACRE | $800 | $150 | $200 |
| 659E35000 WATER | 3.6 MGAL | $100 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 | $1.00 | $1.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $500 | $1,000 | $8,700 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 224 FT | $10.00 | $7.00 | $8.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 12 FT | $40.00 | $25.00 | $4.00 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 19 CY | $140 | $165 | $180 |
| 602E20000 CONCRETE MASONRY | 1.02 CY | $2,300 | $2,200 | $3,100 |
| 605E31100 AGGREGATE DRAINS | 44 FT | $20.00 | $13.00 | $34.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 1 EACH | $500 | $250 | $800 |
| 407E20000 NON-TRACKING TACK COAT | 126 GAL | $4.50 | $4.00 | $4.00 |
| 408E10000 PRIME COAT | 25 GAL | $25.00 | $15.00 | $33.00 |
| 617E10100 COMPACTED AGGREGATE | 3 CY | $200 | $350 | $625 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.22 MILE | $3,800 | $3,650 | $4,000 |
| 642E00300 CENTER LINE, TYPE 1 | 0.11 MILE | $7,300 | $7,250 | $8,000 |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $3,500 | $15,000 | $8,300 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 20 EACH | $40.00 | $8.00 | $43.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 20 EACH | $45.00 | $12.00 | $45.00 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 0.4 MILE | $4,500 | $4,250 | $12,000 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 24 FT | $15.00 | $14.00 | $15.00 |
| 524E95000 DRILLED SHAFTS, MISC.: EXTENSION | 2 FT | $350 | $150 | $104 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $5,200 | $5,503 | $15,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.:, W24x207 | 1,666 FT | $170 | $283k | 35% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 1,403 FT | $95 | $133k | 16% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 600 FT | $100 | $60k | 7% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 1,716 SF | $24 | $41k | 5% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 110 CY | $370 | $41k | 5% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 150 CY | $190 | $29k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $27,000 | $27k | 3% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 77 CY | $300 | $23k | 3% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 960 FT | $20 | $19k | 2% |
| 624E10000 MOBILIZATION | 1 LS | $16,000 | $16k | 2% |