Bel-SR 149-13.63
Belmont County · est $0.6M
Bid dateThursday, May 12—
Belmont County · est $0.6M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 5.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 46 more items below.
| Item | Quantity | R1Litman Excavating INC | R2Ohio-west Virginia Excavating CO | R3Alan Stone CO INC | R4Shelly & Sands INC | % of bid |
|---|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: W18X76, FURNISHED | 1,210 FT | $71.94 | $75.00 | $80.80 | $90.00 | 22% |
| 524E94603 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PE | 823 FT | $54.42 | $43.00 | $59.00 | $59.00 | 11% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 151 CY | $285 | $235 | $260 | $265 | 11% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 2 EACH | $10,000 | $1,500 | $1,500 |
| Item | Quantity | R1Litman Excavating INC | R2Ohio-west Virginia Excavating CO | R3Alan Stone CO INC | R4Shelly & Sands INC |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $4,050 | $10,000 | $12,000 | $40,750 |
| 202E23001 PAVEMENT REMOVED, AS PER PLAN, (ASPHALT) | 1,067 SY | $4.50 | $12.00 | $11.00 | $20.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 10 FT | $46.43 | $24.00 | $27.00 | $50.00 |
| 202E38000 GUARDRAIL REMOVED | 472 FT | $3.85 | $2.50 | $3.50 | $2.00 |
| 202E70000 SPECIAL - FILL AND PLUG EXISTING CONDUIT, 18" |
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 →
| $7,000 |
| 5% |
| 524E94605 DRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER | 290 FT | $67.30 | $70.00 | $66.50 | $90.00 | 5% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 278 SY | $69.87 | $66.00 | $80.00 | $65.00 | 5% |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 26 CY | $597 | $350 | $360 | $555 | 4% |
| 611E96601 CONDUIT, BORED OR JACKED, AS PER PLAN, 24", TYPE A | 76 FT | $202 | $455 | $667 | $700 | 4% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 808 SF | $18.91 | $20.00 | $23.00 | $30.00 | 4% |
| 524E95000 DRILLED SHAFTS, MISC.: PLUG PILE, 30" DIAMETER, UN | 242 FT | $61.70 | $43.00 | $78.50 | $90.00 | 4% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,350 FT | $10.41 | $10.00 | $12.00 | $10.00 | 3% |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $1,306 | $270 | $300 | $200 | 3% |
| 304E20000 AGGREGATE BASE | 202 CY | $62.35 | $100 | $93.50 | $100 | 3% |
| 507E00400 STEEL PILES, MISC.: W18X119, FURNISHED | 100 FT | $113 | $125 | $133 | $120 | 3% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (37 CY | $285 | $370 | $350 | $265 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $10,000 | $14,000 | $26,000 | $20,500 | 2% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 362.5 FT | $26.66 | $25.00 | $24.80 | $24.80 | 2% |
| 624E10000 MOBILIZATION | 1 LS | $9,500 | $24,000 | $17,000 | $20,000 | 2% |
| 530E50010 SPECIAL - RETAINING WALL, CAST-IN-PLACE CONCRETE L | 119 SF | $78.62 | $30.00 | $69.50 | $250 | 2% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 63 CY | $129 | $110 | $137 | $225 | 2% |
| 86 FT |
| $27.50 |
| $74.00 |
| $16.50 |
| $35.00 |
| 203E10000 EXCAVATION | 301 CY | $18.19 | $20.00 | $15.50 | $35.00 |
| 203E20000 EMBANKMENT | 300 CY | $12.58 | $22.00 | $9.50 | $25.00 |
| 204E10000 SUBGRADE COMPACTION | 869 SY | $2.91 | $3.00 | $2.00 | $4.50 |
| 606E15151 GUARDRAIL, TYPE MGS HALF POST SPACING, AS PER PLAN | 137.5 FT | $40.42 | $38.00 | $37.60 | $37.60 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 3 EACH | $1,580 | $1,600 | $1,560 | $1,560 |
| 601E11000 RIPRAP, TYPE D | 23 SY | $49.41 | $135 | $47.00 | $150 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 14 CY | $245 | $93.00 | $123 | $225 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $1,400 | $100 | $110 | $98.00 |
| 659E00300 TOPSOIL | 128 CY | $6.99 | $25.00 | $24.50 | $25.00 |
| 659E10000 SEEDING AND MULCHING | 1,154 SY | $4.03 | $3.00 | $3.00 | $2.75 |
| 659E14000 REPAIR SEEDING AND MULCHING | 58 SY | $1.07 | $3.00 | $5.50 | $0.80 |
| 659E20000 COMMERCIAL FERTILIZER | 0.17 TON | $1,021 | $800 | $616 | $957 |
| 659E31000 LIME | 0.24 ACRE | $26.88 | $80.00 | $867 | $152 |
| 659E35000 WATER | 7 MGAL | $1.00 | $1.00 | $0.01 | $1.00 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 1 CY | $234 | $1,200 | $1,400 | $2,000 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 1 EACH | $192 | $500 | $281 | $300 |
| 407E10000 TACK COAT | 89 GAL | $2.15 | $3.00 | $9.00 | $2.00 |
| 621E00100 RPM | 4 EACH | $672 | $625 | $625 | $625 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 4 EACH | $21.50 | $22.00 | $23.50 | $45.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BI-DIRECTIONAL) | 8 EACH | $27.95 | $10.00 | $8.25 | $8.25 |
| 646E10010 EDGE LINE, 6" | 0.13 MILE | $1,962 | $14,500 | $14,500 | $14,500 |
| 646E10200 CENTER LINE | 0.03 MILE | $35,550 | $40,650 | $40,651 | $40,651 |
| 614E11630 INCREASED BARRIER DELINEATION | 1,350 FT | $1.15 | $1.10 | $1.07 | $0.50 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $1,290 | $2,700 | $2,900 | $1,900 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, (BI-DIRECTIONAL) | 31 EACH | $27.95 | $26.00 | $26.00 | $8.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 31 EACH | $32.25 | $30.00 | $30.00 | $12.00 |
| 614E21200 WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 0.18 MILE | $13,571 | $12,700 | $12,625 | $12,625 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.17 MILE | $3,494 | $3,300 | $3,250 | $3,250 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.56 MILE | $9,406 | $8,800 | $8,750 | $8,750 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 0.34 MILE | $2,419 | $2,250 | $2,250 | $2,250 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 22 FT | $12.90 | $12.00 | $12.00 | $12.00 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $2,500 | $1,500 | $19,000 | $17,500 |
| 616E10000 WATER | 10 MGAL | $1.00 | $1.00 | $1.00 | $30.00 |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 283 CY | $15.92 | $65.00 | $30.50 | $15.00 |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 20 CY | $255 | $330 | $331 | $450 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 133 FT | $7.55 | $10.00 | $6.00 | $5.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 8 FT | $28.91 | $20.00 | $22.50 | $35.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $6,700 | $8,750 | $4,400 | $5,500 |
| 619E16000 FIELD OFFICE, TYPE A | 4 MNTH | $1,000 | $1,000 | $500 | $3,250 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $1,612 | $4,500 | $5,500 | $9,750 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: W18X76, FURNISHED | 1,210 FT | $71.94 | $87k | 17% |
| 524E94603 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PE | 823 FT | $54.42 | $45k | 9% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 151 CY | $284.86 | $43k | 8% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 2 EACH | $10,000 | $20k | 4% |
| 524E94605 DRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER | 290 FT | $67.3 | $20k | 4% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 278 SY | $69.87 | $19k | 4% |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 26 CY | $596.59 | $16k | 3% |
| 611E96601 CONDUIT, BORED OR JACKED, AS PER PLAN, 24", TYPE A | 76 FT | $202.09 | $15k | 3% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 808 SF | $18.91 | $15k | 3% |
| 524E95000 DRILLED SHAFTS, MISC.: PLUG PILE, 30" DIAMETER, UN | 242 FT | $61.7 | $15k | 3% |