Bel-US 250-07.40
Belmont County · est $0.5M
Bid dateThursday, August 23—
Belmont County · est $0.5M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 28 more items below.
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Dennison Bridge INC | R3Suburban Maintenance & Construction | R4INC S E T INC | R5Shelly & Sands INC | R6Alan Stone CO INC | R7Great Lakes Construction CO | % of bid |
|---|---|---|---|---|---|---|---|---|---|
| 507E00300 STEEL PILES HP14X73, FURNISHED | 2,660 FT | $41.00 | $39.00 | $40.00 | $40.00 | $40.00 | $41.00 | $50.00 | 25% |
| 524E94603 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PE | 1,482 FT | $45.00 | $65.00 | $44.00 | $58.00 | $75.00 | $85.00 | $85.00 | 15% |
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Dennison Bridge INC | R3Suburban Maintenance & Construction | R4INC S E T INC | R5Shelly & Sands INC | R6Alan Stone CO INC | R7Great Lakes Construction CO |
|---|---|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $3,500 | $1,000 | $15,000 | $10,000 | $7,500 | $8,997 | $25,000 |
| 202E38000 GUARDRAIL REMOVED | 235 FT | $5.00 | $2.00 | $1.60 | $2.00 | $2.50 | $3.50 | $1.60 |
| 202E58100 |
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 →
| 528 FT |
| $92.40 |
| $71.00 |
| $102 |
| $60.00 |
| $105 |
| $141 |
| $100 |
| 11% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $41,800 | $40,000 | $30,000 | $15,000 | $48,500 | $35,000 | $45,000 | 9% |
| 511E81300 CONCRETE, MISC.:8"X24"X57" PRECAST CONCRETE LAGGIN | 207 EACH | $179 | $165 | $250 | $300 | $320 | $183 | $259 | 8% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 553 CY | $54.00 | $65.00 | $42.00 | $80.00 | $70.00 | $123 | $94.00 | 7% |
| 609E26000 CURB, TYPE 6 | 350 FT | $44.00 | $40.00 | $25.00 | $33.00 | $45.00 | $53.00 | $40.00 | 3% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 54 CY | $280 | $400 | $300 | $280 | $281 | $289 | $275 | 3% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 49 CY | $245 | $350 | $325 | $400 | $395 | $503 | $500 | 3% |
| 622E41000 PORTABLE BARRIER, 32" | 430 FT | $21.00 | $20.00 | $27.00 | $40.00 | $28.00 | $21.00 | $35.00 | 2% |
| 624E10000 MOBILIZATION | 1 LS | $8,600 | $20,000 | $35,000 | $59,500 | $20,000 | $56,000 | $20,000 | 2% |
| 606E15151 GUARDRAIL, TYPE MGS HALF POST SPACING, AS PER PLAN | 287.5 FT | $28.00 | $35.00 | $30.00 | $32.00 | $30.00 | $32.00 | $31.20 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $6,895 | $6,000 | $10,000 | $5,000 | $4,550 | $5,000 | $11,000 | 2% |
| 202E11001 STRUCTURE REMOVED, AS PER PLAN | 1 LS | $5,800 | $2,500 | $18,000 | $10,500 | $6,500 | $9,871 | $10,000 | 1% |
| 614E12348 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) 24" | 2 EACH | $2,800 | $2,500 | $2,000 | $2,500 | $1,950 | $2,047 | $1,775 | 1% |
| 304E20000 AGGREGATE BASE | 54 CY | $96.00 | $120 | $65.00 | $100 | $90.00 | $84.00 | $105 | 1% |
| 202E23010 PAVEMENT REMOVED, ASPHALT | 318 SY | $15.00 | $14.00 | $5.00 | $13.00 | $20.00 | $12.00 | $40.00 | 1% |
| 614E21200 WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 0.32 MILE | $14,500 | $15,000 | $13,500 | $13,800 | $13,500 | $14,170 | $10,243 | 1% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (15 CY | $295 | $500 | $450 | $410 | $381 | $420 | $400 | 1% |
| 202E32000 CURB REMOVED | 350 FT | $11.00 | $5.00 | $5.00 | $8.00 | $4.50 | $3.50 | $2.00 | 1% |
| 1 EACH |
| $600 |
| $500 |
| $2,000 |
| $900 |
| $250 |
| $900 |
| $500 |
| 203E20000 EMBANKMENT | 158 CY | $12.00 | $24.00 | $15.00 | $15.00 | $27.50 | $15.00 | $22.00 |
| 204E10000 SUBGRADE COMPACTION | 323 SY | $5.00 | $3.00 | $5.00 | $4.50 | $5.00 | $2.50 | $2.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE EMASH 2016 COMPLIANT | 2 EACH | $1,100 | $2,500 | $2,150 | $2,200 | $2,150 | $2,257 | $2,165 |
| 659E00300 TOPSOIL | 36 CY | $57.00 | $30.00 | $50.00 | $60.00 | $50.00 | $61.00 | $50.00 |
| 659E10000 SEEDING AND MULCHING | 326 SY | $4.00 | $8.00 | $5.00 | $10.00 | $4.30 | $4.00 | $6.50 |
| 659E14000 REPAIR SEEDING AND MULCHING | 16 SY | $8.00 | $8.00 | $2.50 | $0.65 | $0.70 | $17.00 | $0.50 |
| 659E20000 COMMERCIAL FERTILIZER | 0.04 TON | $1,035 | $1,000 | $500 | $750 | $735 | $2,772 | $750 |
| 659E31000 LIME | 0.07 ACRE | $800 | $250 | $500 | $105 | $150 | $736 | $100 |
| 659E35000 WATER | 1 MGAL | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $3.00 | $1.00 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 611E07400 18" CONDUIT, TYPE B | 4 FT | $355 | $200 | $1,000 | $250 | $200 | $652 | $160 |
| 611E07600 18" CONDUIT, TYPE C | 4 FT | $350 | $200 | $1,000 | $200 | $175 | $652 | $160 |
| 611E98180 CATCH BASIN, NO. 3A | 1 EACH | $2,500 | $3,000 | $3,500 | $3,500 | $3,300 | $3,396 | $3,200 |
| 407E10000 TACK COAT | 15 GAL | $2.00 | $20.00 | $5.00 | $2.30 | $2.00 | $2.50 | $2.25 |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 11 CY | $350 | $700 | $600 | $530 | $491 | $552 | $525 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 8 EACH | $7.00 | $10.00 | $50.00 | $8.50 | $7.50 | $8.00 | $8.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.13 MILE | $3,800 | $5,000 | $3,500 | $3,600 | $3,500 | $3,674 | $9,009 |
| 642E00300 CENTER LINE, TYPE 1 | 0.13 MILE | $6,000 | $6,500 | $5,500 | $5,700 | $5,500 | $5,773 | $12,033 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BIDIRECTIONAL) | 10 EACH | $16.00 | $10.00 | $50.00 | $52.00 | $9.00 | $53.00 | $7.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 10 EACH | $19.00 | $15.00 | $50.00 | $52.00 | $15.00 | $53.00 | $17.75 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.24 MILE | $12,500 | $13,000 | $11,250 | $11,500 | $11,250 | $11,808 | $6,336 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 34 FT | $17.00 | $20.00 | $15.75 | $16.00 | $15.75 | $17.00 | $6.00 |
| 616E10000 WATER | 5 MGAL | $1.00 | $1.00 | $1.00 | $2.00 | $30.00 | $21.00 | $55.00 |
| 613E41201 LOW STRENGTH MORTAR BACKFILL, AS PER PLAN | 5 CY | $230 | $100 | $150 | $135 | $450 | $137 | $300 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $382 | $4,500 | $5,000 | $8,943 | $6,348 | $7,872 | $12,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00300 STEEL PILES HP14X73, FURNISHED | 2,660 FT | $41 | $109k | 23% |
| 524E94603 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PE | 1,482 FT | $45 | $67k | 14% |
| 524E94605 DRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER | 528 FT | $92.4 | $49k | 10% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $41,800 | $42k | 9% |
| 511E81300 CONCRETE, MISC.:8"X24"X57" PRECAST CONCRETE LAGGIN | 207 EACH | $179 | $37k | 8% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 553 CY | $54 | $30k | 6% |
| 609E26000 CURB, TYPE 6 | 350 FT | $44 | $15k | 3% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 54 CY | $280 | $15k | 3% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 49 CY | $245 | $12k | 3% |
| 622E41000 PORTABLE BARRIER, 32" | 430 FT | $21 | $9k | 2% |