BEL-SR 26-03.75/03.91
BEL County · est $0.5M
Bid dateThursday, March 31—
BEL County · est $0.5M
Published by ODOTon this contract’s Proposal PDF · EDGE Goal: 5.0%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 26 more items below.
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Litman Excavating INC | R3Alan Stone CO INC | R4Shelly & Sands INC | R5Bbr Drilling Company INC | % of bid |
|---|---|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: STEEL PILES W18x76, FURNISHED | 1,010 FT | $71.00 | $67.01 | $72.00 | $72.00 | $90.00 | 22% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 557 CY | $66.00 | $21.48 | $20.00 | $25.00 | $30.00 | 11% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 1,550 SF | $16.00 | $15.72 | $20.50 | $25.00 | $30.00 | 8% |
| 507E00200 |
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Litman Excavating INC | R3Alan Stone CO INC | R4Shelly & Sands INC | R5Bbr Drilling Company INC |
|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $4,000 | $2,129 | $4,000 | $4,500 | $10,000 |
| 202E23000 PAVEMENT REMOVED | 217 SY | $13.00 | $14.83 | $10.00 | $10.00 | $30.00 |
| 202E38000 GUARDRAIL REMOVED | 350 FT | $3.50 | $5.58 | $3.50 | $2.00 | $5.00 |
| 202E98000 REMOVAL MISC.: PILING REMOVED | 1 LS | $2,500 |
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 →
| 475 FT |
| $47.00 |
| $44.43 |
| $52.00 |
| $63.00 |
| $80.00 |
| 7% |
| 524E94603 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PE | 512 FT | $43.00 | $62.03 | $58.00 | $38.00 | $130 | 7% |
| 524E94605 DRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER | 272 FT | $70.00 | $68.96 | $60.50 | $95.00 | $170 | 6% |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 81 CY | $200 | $152 | $200 | $225 | $350 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $15,000 | $10,500 | $19,000 | $10,000 | $60,000 | 5% |
| 524E94505 DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER | 152 FT | $90.00 | $62.51 | $51.00 | $75.00 | $300 | 4% |
| 524E95000 DRILLED SHAFTS, MISC.: PLUG PILE, 30" DIAMETER, UN | 234 FT | $52.00 | $61.06 | $55.50 | $60.00 | $200 | 4% |
| 606E15150 GUARDRAIL, TYPE MGS HALF POST SPACING | 350 FT | $34.00 | $35.46 | $33.66 | $32.40 | $50.00 | 4% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 101 CY | $100 | $116 | $100 | $275 | $100 | 3% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 37 CY | $230 | $394 | $400 | $398 | $475 | 3% |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 43 CY | $190 | $205 | $148 | $135 | $300 | 2% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 328 SF | $24.00 | $16.13 | $23.00 | $25.00 | $30.00 | 2% |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 247 FT | $30.00 | $48.36 | $44.00 | $55.00 | $150 | 2% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 23 CY | $290 | $255 | $400 | $425 | $300 | 2% |
| 304E20000 AGGREGATE BASE | 62 CY | $90.00 | $137 | $100 | $115 | $90.00 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $5,500 | $5,700 | $2,800 | $3,552 | $1,000 | 2% |
| 614E12420 DETOUR SIGNING | 1 LS | $5,000 | $5,654 | $5,025 | $5,500 | $5,000 | 2% |
| $3,623 |
| $5,000 |
| $4,000 |
| $5,000 |
| 203E20000 EMBANKMENT | 92 CY | $9.00 | $31.47 | $20.00 | $15.00 | $30.00 |
| 204E10000 SUBGRADE COMPACTION | 250 SY | $5.00 | $4.54 | $2.50 | $4.00 | $5.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (NCHRP 350 OR MASH 201 | 1 EACH | $2,500 | $3,129 | $2,500 | $2,980 | $2,500 |
| 659E10001 SEEDING AND MULCHING, AS PER PLAN | 341 SY | $4.00 | $7.56 | $6.00 | $8.50 | $10.00 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 611E99711 PRECAST REINFORCED CONCRETE OUTLET, AS PER PLAN | 1 EACH | $225 | $754 | $245 | $250 | $1,200 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.25") | 131 SY | $23.00 | $46.35 | $65.00 | $50.00 | $35.00 |
| 407E10000 TACK COAT | 47 GAL | $3.00 | $15.62 | $4.00 | $2.50 | $20.00 |
| 408E10001 PRIME COAT, AS PER PLAN | 41 GAL | $5.00 | $35.33 | $60.00 | $24.00 | $60.00 |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 13 CY | $350 | $759 | $650 | $898 | $520 |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (11 CY | $350 | $768 | $600 | $498 | $520 |
| 621E00100 RPM | 10 EACH | $250 | $313 | $250 | $250 | $250 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 10 EACH | $15.00 | $74.85 | $10.00 | $20.00 | $100 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 10 EACH | $10.00 | $72.85 | $10.00 | $8.00 | $20.00 |
| 646E10010 EDGE LINE, 6" | 0.06 MILE | $22,700 | $33,127 | $22,652 | $37,500 | $20,000 |
| 646E10200 CENTER LINE | 0.06 MILE | $35,600 | $46,025 | $35,550 | $37,500 | $20,000 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.06 MILE | $9,100 | $19,525 | $9,050 | $9,050 | $20,000 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 0.06 MILE | $8,900 | $19,355 | $8,880 | $8,880 | $20,000 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 160 FT | $8.00 | $13.13 | $5.50 | $6.00 | $10.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 6 FT | $15.00 | $120 | $5.00 | $50.00 | $10.00 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $3,500 | $4,916 | $4,000 | $3,000 | $10,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $2,100 | $2,500 | $6,500 | $7,000 | $3,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: STEEL PILES W18x76, FURNISHED | 1,010 FT | $71 | $72k | 19% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 557 CY | $66 | $37k | 10% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 1,550 SF | $16 | $25k | 7% |
| 507E00200 STEEL PILES HP12X53, FURNISHED | 475 FT | $47 | $22k | 6% |
| 524E94603 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PE | 512 FT | $43 | $22k | 6% |
| 524E94605 DRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER | 272 FT | $70 | $19k | 5% |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 81 CY | $200 | $16k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $15,000 | $15k | 4% |
| 524E94505 DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER | 152 FT | $90 | $14k | 4% |
| 524E95000 DRILLED SHAFTS, MISC.: PLUG PILE, 30" DIAMETER, UN | 234 FT | $52 | $12k | 3% |