WAS-SR 821-13.28
WAS County · est $1.4M
Bid dateThursday, September 17—
WAS County · est $1.4M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 32 more items below.
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Shelly & Sands INC | R3Alan Stone CO INC | R4George J Igel & CO INC | R5Suburban Maintenance & Construction | R6INC J D Williamson Construction CO INC | R7R C Construction Company And Son | % of bid |
|---|---|---|---|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.:SOLDIER PILES W27x161 | 3,104 FT | $103 | $90.00 | $87.00 | $110 | $92.00 | $110 | $100 | 27% |
| 524E94803 DRILLED SHAFTS, 42" DIAMETER, ABOVE BEDROCK, AS PE | 2,182 FT | $65.00 | $85.00 | $75.00 | $88.00 | $75.00 | $110 | $150 | 12% |
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Shelly & Sands INC | R3Alan Stone CO INC | R4George J Igel & CO INC | R5Suburban Maintenance & Construction | R6INC J D Williamson Construction CO INC | R7R C Construction Company And Son |
|---|---|---|---|---|---|---|---|---|
| 201E23000 TREE REMOVED, 30" | 1 EACH | $3,000 | $1,000 | $5,200 | $5,000 | $5,000 | $900 | $1,500 |
| 202E23000 PAVEMENT REMOVED | 404 SY | $12.00 | $14.00 | $7.00 | $25.50 | $10.00 | $18.00 | $20.00 |
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 →
| 524E94805 DRILLED SHAFTS, 42" DIAMETER, INTO BEDROCK, AS PER | 1,140 FT | $100 | $105 | $111 | $145 | $245 | $155 | $150 | 10% |
| 530E00400 SPECIAL - STRUCTURES: PRECAST CONCRETE LAGGING (3 | 219 EACH | $420 | $310 | $270 | $225 | $330 | $275 | $195 | 8% |
| 530E00400 SPECIAL - STRUCTURES: PRECAST CONCRETE LAGGING (2 | 197 EACH | $350 | $220 | $209 | $175 | $275 | $225 | $175 | 6% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 144 CY | $370 | $370 | $305 | $255 | $300 | $285 | $325 | 5% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 938 FT | $55.00 | $80.00 | $65.00 | $65.00 | $65.00 | $95.00 | $125 | 4% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 476 CY | $100 | $115 | $128 | $85.00 | $75.00 | $80.00 | $125 | 4% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $45,000 | $75,000 | $93,000 | $75,000 | $89,000 | $100,000 | $50,000 | 4% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 410 FT | $105 | $115 | $127 | $140 | $195 | $120 | $125 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $30,000 | $38,000 | $40,000 | $40,000 | $40,000 | $50,000 | 3% |
| 507E00400 STEEL PILES, MISC.:SOLDIER PILES HP12x53 | 1,149 FT | $28.00 | $28.00 | $26.50 | $34.00 | $31.00 | $55.00 | $35.00 | 3% |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 390 SY | $50.00 | $55.00 | $65.00 | $53.00 | $65.00 | $65.00 | $95.00 | 2% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 44.9 CY | $425 | $350 | $519 | $310 | $250 | $750 | $350 | 2% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 74 CY | $250 | $245 | $278 | $285 | $280 | $260 | $275 | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 1,150 FT | $15.00 | $16.00 | $17.00 | $15.75 | $18.00 | $15.10 | $16.00 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $15,200 | $7,990 | $8,000 | $10,000 | $25,000 | $15,000 | $65,000 | 1% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,050 FT | $13.00 | $16.00 | $18.00 | $35.00 | $20.00 | $14.00 | $25.00 | 1% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $12,000 | $5,500 | $12,000 | $5,000 | $25,000 | $60,000 | $6,500 | 1% |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 71 CY | $140 | $105 | $102 | $135 | $110 | $120 | $150 | 1% |
| 45 FT |
| $45.00 |
| $8.50 |
| $23.00 |
| $12.00 |
| $20.00 |
| $11.00 |
| $20.00 |
| 202E38000 GUARDRAIL REMOVED | 1,150 FT | $3.00 | $2.50 | $1.00 | $3.10 | $2.50 | $2.00 | $3.00 |
| 202E70000 SPECIAL - FILL AND PLUG EXISTING CONDUIT (12" VCP) | 39 FT | $45.00 | $30.00 | $34.00 | $35.00 | $50.00 | $20.00 | $175 |
| 202E98100 REMOVAL MISC.: PILE EXTRACTION | 20 EACH | $120 | $55.00 | $260 | $175 | $50.00 | $500 | $1,200 |
| 209E10001 DITCH CLEANOUT, AS PER PLAN | 360 FT | $3.00 | $8.00 | $6.00 | $6.25 | $15.00 | $12.00 | $10.00 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 6 CY | $120 | $150 | $159 | $150 | $200 | $150 | $100 |
| 659E10001 SEEDING AND MULCHING, AS PER PLAN | 4,211 SY | $1.00 | $0.90 | $1.50 | $0.95 | $2.50 | $1.00 | $3.00 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 611E07200 18" CONDUIT, TYPE A | 91 FT | $85.00 | $130 | $138 | $110 | $150 | $65.00 | $175 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 3 EACH | $200 | $250 | $185 | $300 | $400 | $250 | $250 |
| 204E10000 SUBGRADE COMPACTION | 515 SY | $3.00 | $4.00 | $3.00 | $5.50 | $10.00 | $5.00 | $2.00 |
| 255E20000 FULL DEPTH PAVEMENT SAWING | 661 FT | $4.00 | $7.00 | $3.00 | $5.50 | $2.00 | $5.00 | $20.00 |
| 304E20000 AGGREGATE BASE | 105 CY | $85.00 | $85.00 | $79.50 | $95.00 | $70.00 | $100 | $75.00 |
| 407E10000 TACK COAT | 173 GAL | $4.00 | $4.00 | $3.00 | $3.27 | $3.50 | $3.25 | $5.00 |
| 617E10100 COMPACTED AGGREGATE | 24 CY | $135 | $100 | $122 | $100 | $200 | $130 | $75.00 |
| 621E00100 RPM | 17 EACH | $155 | $150 | $160 | $200 | $175 | $150 | $500 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 17 EACH | $12.00 | $12.00 | $14.50 | $10.50 | $50.00 | $10.00 | $20.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 13 EACH | $8.00 | $8.50 | $9.00 | $8.00 | $10.00 | $8.00 | $20.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 14 FT | $12.00 | $15.00 | $16.00 | $11.00 | $20.00 | $11.00 | $20.00 |
| 630E80100 SIGN, FLAT SHEET | 12.3 SF | $26.00 | $20.00 | $21.50 | $26.00 | $25.00 | $25.00 | $75.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 1 EACH | $21.00 | $25.00 | $38.50 | $20.00 | $120 | $20.00 | $20.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.48 MILE | $1,900 | $1,850 | $2,000 | $3,640 | $2,000 | $1,900 | $8,500 |
| 642E00300 CENTER LINE, TYPE 1 | 0.24 MILE | $3,300 | $3,250 | $3,500 | $7,290 | $3,500 | $3,300 | $8,500 |
| 614E12338 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) | 2 EACH | $2,500 | $2,000 | $2,100 | $1,900 | $2,500 | $2,775 | $2,500 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $2,000 | $15,000 | $3,500 | $6,900 | $40,000 | $5,000 | $10,000 |
| 511E46611 CLASS QC1 CONCRETE, HEADWALL, AS PER PLAN | 1 CY | $1,600 | $3,500 | $2,200 | $2,700 | $2,000 | $2,100 | $1,500 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 662 FT | $6.00 | $4.00 | $11.00 | $5.25 | $10.00 | $15.00 | $20.00 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 30 FT | $6.00 | $25.00 | $21.50 | $25.50 | $10.00 | $15.00 | $20.00 |
| 530E00400 SPECIAL - STRUCTURES: PRECAST CONCRETE LAGGING (5 | 2 EACH | $1,900 | $500 | $4,600 | $525 | $750 | $450 | $1,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $2,500 | $7,460 | $14,000 | $25,000 | $25,000 | $25,000 | $25,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.:SOLDIER PILES W27x161 | 3,104 FT | $103 | $320k | 26% |
| 524E94803 DRILLED SHAFTS, 42" DIAMETER, ABOVE BEDROCK, AS PE | 2,182 FT | $65 | $142k | 11% |
| 524E94805 DRILLED SHAFTS, 42" DIAMETER, INTO BEDROCK, AS PER | 1,140 FT | $100 | $114k | 9% |
| 530E00400 SPECIAL - STRUCTURES: PRECAST CONCRETE LAGGING (3 | 219 EACH | $420 | $92k | 7% |
| 530E00400 SPECIAL - STRUCTURES: PRECAST CONCRETE LAGGING (2 | 197 EACH | $350 | $69k | 6% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 144 CY | $370 | $53k | 4% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 938 FT | $55 | $52k | 4% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 476 CY | $100 | $48k | 4% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $45,000 | $45k | 4% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 410 FT | $105 | $43k | 3% |