Moe-SR 536-05.64
Monroe County · est $0.7M
Bid dateThursday, March 26—
Monroe 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 · 18 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Suburban Maintenance & Construction | R3R C Construction Company And Son | R4INC Ohio-west Virginia Excavating CO | R5Alan Stone CO INC | % of bid |
|---|---|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: SOLDIER PILES - W24 X 146 | 2,279 FT | $63.00 | $70.00 | $60.00 | $95.00 | $64.00 | 20% |
| 530E00400 SPECIAL - STRUCTURES: PRE-CAST CONCRETE LAGGING | 416 EACH | $275 | $300 | $425 | $392 | $270 | 16% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 1,060 FT | $100 | $180 | $150 | $248 | $150 | 15% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 420 FT | $123 | $75.00 | $125 | $149 | $110 | 7% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 403 CY | $115 | $75.00 | $225 | $145 | $343 | 7% |
| 203E20000 |
| Item | Quantity | R1Shelly & Sands INC | R2Suburban Maintenance & Construction | R3R C Construction Company And Son | R4INC Ohio-west Virginia Excavating CO | R5Alan Stone CO INC |
|---|---|---|---|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 300 FT | $2.50 | $2.50 | $5.00 | $5.00 | $3.50 |
| 202E98100 REMOVAL MISC.:PILE EXTRACTION | 33 EACH | $150 | $100 | $1,000 | $215 | $465 |
| 204E10000 SUBGRADE COMPACTION | 384 SY | $4.00 | $15.00 | $2.00 | $6.00 | $3.00 |
| 659E10001 SEEDING AND MULCHING, AS PER PLAN |
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 →
| 1,260 CY |
| $30.00 |
| $25.00 |
| $30.00 |
| $36.00 |
| $6.00 |
| 5% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 74.1 CY | $430 | $450 | $450 | $280 | $460 | 5% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $23,880 | $50,000 | $35,000 | $48,000 | $30,000 | 3% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 59 CY | $380 | $400 | $375 | $265 | $400 | 3% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $20,000 | $15,000 | $12,500 | $2,500 | $9,600 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $60,000 | $25,000 | $8,800 | $196,000 | 3% |
| 203E10000 EXCAVATION | 668 CY | $25.00 | $18.00 | $20.00 | $20.00 | $36.00 | 2% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 289 SY | $55.00 | $95.00 | $175 | $92.00 | $62.00 | 2% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $15,000 | $20,000 | $2,500 | $5,000 | $10,000 | 2% |
| 862E00500 SCALING, AS PER PLAN | 8 HOUR | $1,100 | $2,500 | $3,000 | $665 | $750 | 1% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 19.5 CY | $450 | $250 | $450 | $490 | $500 | 1% |
| 606E15050 GUARDRAIL, TYPE MGS | 300 FT | $25.00 | $25.00 | $38.00 | $45.00 | $25.00 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $5,700 | $15,000 | $12,500 | $970 | $9,000 | 1% |
| 304E20000 AGGREGATE BASE | 62 CY | $85.00 | $75.00 | $100 | $135 | $130 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $5,036 | $15,000 | $30,000 | $12,000 | $6,500 | 1% |
| 467 SY |
| $6.00 |
| $3.25 |
| $5.00 |
| $6.00 |
| $7.00 |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 60 FT | $19.00 | $35.00 | $10.00 | $35.00 | $44.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 1 EACH | $250 | $500 | $275 | $265 | $370 |
| 407E20000 NON-TRACKING TACK COAT | 124 GAL | $4.25 | $5.00 | $10.00 | $7.00 | $5.00 |
| 621E00100 RPM | 17 EACH | $200 | $250 | $650 | $195 | $210 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 17 EACH | $13.00 | $75.00 | $50.00 | $21.00 | $30.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 4 EACH | $8.50 | $20.00 | $25.00 | $20.00 | $11.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.25 MILE | $3,650 | $4,000 | $12,500 | $5,000 | $3,900 |
| 642E00300 CENTER LINE, TYPE 1 | 0.13 MILE | $6,850 | $7,000 | $12,500 | $10,000 | $6,900 |
| 614E12350 WORK ZONE IMPACT ATTENUATOR | 2 EACH | $2,100 | $2,500 | $2,500 | $3,000 | $2,300 |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $500 | $22,000 | $10,000 | $3,000 | $7,500 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 0.25 MILE | $3,950 | $4,000 | $12,500 | $10,000 | $4,200 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 300 FT | $5.00 | $8.00 | $20.00 | $8.00 | $11.00 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 10 FT | $40.00 | $8.00 | $20.00 | $8.00 | $38.00 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: SOLDIER PILES - W24 X 146 | 2,279 FT | $63 | $144k | 20% |
| 530E00400 SPECIAL - STRUCTURES: PRE-CAST CONCRETE LAGGING | 416 EACH | $275 | $114k | 16% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 1,060 FT | $100 | $106k | 14% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 420 FT | $123 | $52k | 7% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 403 CY | $115 | $46k | 6% |
| 203E20000 EMBANKMENT | 1,260 CY | $30 | $38k | 5% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 74.1 CY | $430 | $32k | 4% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $23,880 | $24k | 3% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 59 CY | $380 | $22k | 3% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $20,000 | $20k | 3% |