Bel-SR 147-27.44
Belmont County · est $0.3M
Bid dateThursday, July 2—
Belmont County · est $0.3M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 24 more items below.
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Alan Stone CO INC | R3Dennison Bridge INC | R4Shelly & Sands INC | R5Craig Edward Susany INC | R6R C Construction Company And Son INC | % of bid |
|---|---|---|---|---|---|---|---|---|
| 507E00200 STEEL PILES HP12X53, FURNISHED | 1,435 FT | $24.00 | $24.00 | $29.00 | $25.00 | $36.00 | $35.00 | 13% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $32,630 | $51,000 | $30,000 | $47,500 | $45,000 | $55,000 | 12% |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 870 FT | $34.30 |
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Alan Stone CO INC | R3Dennison Bridge INC | R4Shelly & Sands INC | R5Craig Edward Susany INC | R6R C Construction Company And Son INC |
|---|---|---|---|---|---|---|---|
| 202E35100 PIPE REMOVED, 24" AND UNDER | 10 FT | $36.50 | $37.00 | $20.00 | $20.00 | $100 | $25.00 |
| 202E38000 GUARDRAIL REMOVED | 275 FT | $4.20 | $3.00 | $2.00 | $2.20 | $2.00 | $5.00 |
| 203E20000 EMBANKMENT | 68 CY | $22.00 | $4.50 | $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 →
| $39.50 |
| $55.00 |
| $57.00 |
| $65.00 |
| $125 |
| 11% |
| 511E81300 CONCRETE, MISC.:8"x24"x57" PRECAST CONCRETE LAGGIN | 135 EACH | $180 | $183 | $180 | $235 | $200 | $225 | 9% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 273 CY | $83.00 | $19.00 | $35.00 | $25.00 | $25.00 | $50.00 | 8% |
| 524E94505 DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER | 376 FT | $51.50 | $70.00 | $75.00 | $125 | $129 | $125 | 7% |
| 624E10000 MOBILIZATION | 1 LS | $17,895 | $12,000 | $10,000 | $10,000 | $10,000 | $15,000 | 7% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 34 CY | $400 | $354 | $400 | $450 | $400 | $275 | 5% |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 169 SY | $72.00 | $107 | $135 | $115 | $110 | $125 | 4% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 54 CY | $202 | $356 | $250 | $298 | $400 | $400 | 4% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 77 CY | $128 | $153 | $120 | $195 | $110 | $200 | 4% |
| 606E15150 GUARDRAIL, TYPE MGS HALF POST SPACING | 275 FT | $29.20 | $36.00 | $32.00 | $28.50 | $31.00 | $35.00 | 3% |
| 304E20000 AGGREGATE BASE | 67 CY | $98.00 | $94.00 | $130 | $90.00 | $100 | $110 | 2% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $5,250 | $3,700 | $1,000 | $7,000 | $1,000 | $2,500 | 2% |
| 202E23000 PAVEMENT REMOVED | 315 SY | $15.00 | $7.50 | $18.00 | $10.00 | $20.00 | $20.00 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $4,295 | $2,200 | $4,000 | $3,005 | $10,000 | $15,000 | 2% |
| 616E10000 WATER | 10 MGAL | $425 | $0.10 | $10.00 | $15.00 | $1.00 | $1.00 | 2% |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $390 | $165 | $150 | $250 | $110 | $25.00 | 1% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (15 CY | $245 | $545 | $400 | $298 | $550 | $500 | 1% |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 13 CY | $270 | $574 | $550 | $762 | $550 | $500 | 1% |
| $20.00 |
| $25.00 |
| $20.00 |
| 204E10000 SUBGRADE COMPACTION | 360 SY | $2.50 | $2.00 | $3.00 | $4.00 | $3.00 | $2.00 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 1 EACH | $1,425 | $1,700 | $1,400 | $1,360 | $1,400 | $1,700 |
| 659E10001 SEEDING AND MULCHING, AS PER PLAN | 480 SY | $3.00 | $4.00 | $5.00 | $5.00 | $6.00 | $10.00 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 611E07400 18" CONDUIT, TYPE B, 707.33 (CFN 1973378) | 10 FT | $82.00 | $249 | $175 | $150 | $375 | $250 |
| 611E99711 PRECAST REINFORCED CONCRETE OUTLET, AS PER PLAN | 2 EACH | $160 | $254 | $250 | $250 | $125 | $275 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 564 FT | $3.00 | $3.50 | $5.00 | $2.00 | $5.00 | $25.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1 1/4") | 45 SY | $13.20 | $18.00 | $65.00 | $58.00 | $100 | $35.00 |
| 407E10000 TACK COAT | 56 GAL | $2.00 | $2.50 | $5.00 | $2.00 | $2.00 | $10.00 |
| 408E10001 PRIME COAT, AS PER PLAN | 18 GAL | $2.00 | $40.00 | $45.00 | $30.00 | $35.00 | $20.00 |
| 621E00100 RPM | 6 EACH | $475 | $545 | $575 | $475 | $475 | $650 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 6 EACH | $52.00 | $33.50 | $20.00 | $12.00 | $10.00 | $50.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BI-DIRECTIONAL) | 6 EACH | $8.00 | $10.00 | $8.00 | $7.50 | $10.00 | $25.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.1 MILE | $7,080 | $7,700 | $15,000 | $6,750 | $7,000 | $12,500 |
| 642E00300 CENTER LINE, TYPE 1 | 0.05 MILE | $12,800 | $14,000 | $20,000 | $12,250 | $13,000 | $18,500 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.05 MILE | $11,000 | $12,000 | $10,000 | $10,525 | $11,000 | $18,500 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 0.1 MILE | $5,700 | $6,300 | $5,000 | $5,450 | $6,000 | $12,500 |
| 511E71100 CONCRETE, MISC.:CAST-IN-PLACE CONCRETE LAGGING | 1 CY | $1,900 | $2,000 | $1,500 | $3,000 | $2,900 | $4,500 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 240 FT | $5.00 | $13.50 | $8.00 | $2.00 | $8.00 | $25.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 16 FT | $10.00 | $14.00 | $10.00 | $25.00 | $8.00 | $25.00 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $845 | $5,200 | $2,000 | $4,500 | $5,000 | $12,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00200 STEEL PILES HP12X53, FURNISHED | 1,435 FT | $24 | $34k | 12% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $32,630 | $33k | 11% |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 870 FT | $34.3 | $30k | 10% |
| 511E81300 CONCRETE, MISC.:8"x24"x57" PRECAST CONCRETE LAGGIN | 135 EACH | $180 | $24k | 8% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 273 CY | $83 | $23k | 8% |
| 524E94505 DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER | 376 FT | $51.5 | $19k | 7% |
| 624E10000 MOBILIZATION | 1 LS | $17,895 | $18k | 6% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 34 CY | $400 | $14k | 5% |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 169 SY | $72 | $12k | 4% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 54 CY | $202 | $11k | 4% |