Bel-SR 800-01.57
Belmont County · est $0.5M
Bid dateThursday, January 12—
Belmont County · est $0.5M
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 · 44 more items below.
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Alan Stone CO INC | R3Dennison Bridge INC | R4Shelly & Sands INC | % of bid |
|---|---|---|---|---|---|---|
| 507E00200 STEEL PILES HP12X53, FURNISHED | 1,365 FT | $37.50 | $41.00 | $42.00 | $50.00 | 15% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 1,760 SF | $20.00 | $18.75 | $20.00 | $32.00 | 10% |
| 524E94505 DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER | 470 FT | $60.00 | $49.00 | $75.00 | $85.00 | 8% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 101 CY | $235 | $265 | $315 | $325 |
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Alan Stone CO INC | R3Dennison Bridge INC | R4Shelly & Sands INC |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $4,000 | $10,000 | $3,000 | $6,870 |
| 202E23000 PAVEMENT REMOVED | 393 SY | $10.00 | $10.00 | $12.00 | $13.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 25 FT | $40.00 | $36.00 | $15.00 | $32.00 |
| 202E38000 GUARDRAIL REMOVED | 475 FT | $3.00 | $2.00 | $2.00 | $2.00 |
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 →
| 7% |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 596 FT | $36.00 | $41.00 | $55.00 | $50.00 | 6% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $21,000 | $17,500 | $20,000 | 6% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 493 CY | $40.00 | $4.50 | $45.00 | $50.00 | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $19,500 | $40,000 | $18,000 | $13,275 | 6% |
| 606E15151 GUARDRAIL, TYPE MGS HALF POST SPACING, AS PER PLAN | 475 FT | $39.50 | $37.80 | $41.00 | $37.80 | 6% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 238 SY | $70.00 | $55.00 | $80.00 | $75.00 | 5% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 34 CY | $330 | $305 | $350 | $425 | 3% |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 37 CY | $295 | $425 | $470 | $400 | 3% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 950 FT | $10.00 | $10.00 | $8.00 | $20.00 | 3% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 114 CY | $80.00 | $173 | $100 | $190 | 3% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,000 | $2,280 | $2,300 | $2,280 | 2% |
| 304E20000 AGGREGATE BASE | 86 CY | $90.00 | $102 | $120 | $100 | 2% |
| 611E10200 24" CONDUIT, TYPE A, 707.01 (ALUMINIZED), 706.02 O | 44 FT | $165 | $163 | $275 | $300 | 2% |
| 203E20000 EMBANKMENT | 451 CY | $15.00 | $5.50 | $25.00 | $7.00 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $6,500 | $5,000 | $5,500 | $4,020 | 2% |
| 203E10000 EXCAVATION | 609 CY | $10.00 | $12.00 | $8.00 | $20.00 | 2% |
| 24 FT |
| $90.00 |
| $35.00 |
| $70.00 |
| $60.00 |
| 204E10000 SUBGRADE COMPACTION | 443 SY | $3.00 | $2.00 | $3.00 | $6.00 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 7 CY | $115 | $181 | $250 | $165 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $150 | $110 | $100 | $150 |
| 659E00300 TOPSOIL | 34 CY | $115 | $25.00 | $35.00 | $30.00 |
| 659E10000 SEEDING AND MULCHING | 307 SY | $9.50 | $6.50 | $8.00 | $9.50 |
| 659E14000 REPAIR SEEDING AND MULCHING | 15 SY | $9.50 | $7.00 | $8.00 | $9.50 |
| 659E20000 COMMERCIAL FERTILIZER | 0.04 TON | $1,400 | $1,000 | $1,500 | $1,400 |
| 659E31000 LIME | 0.06 ACRE | $80.00 | $700 | $200 | $80.00 |
| 659E35000 WATER | 2 MGAL | $2.00 | $0.01 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 0.5 CY | $4,000 | $1,300 | $2,500 | $4,500 |
| 611E99711 PRECAST REINFORCED CONCRETE OUTLET, AS PER PLAN | 1 EACH | $330 | $125 | $400 | $350 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.25") | 682 SY | $6.00 | $15.00 | $6.00 | $14.00 |
| 255E20000 FULL DEPTH PAVEMENT SAWING | 343 FT | $2.25 | $3.00 | $2.00 | $5.00 |
| 407E10000 TACK COAT | 160 GAL | $3.00 | $11.00 | $6.00 | $3.50 |
| 408E10001 PRIME COAT, AS PER PLAN | 26 GAL | $5.00 | $21.00 | $40.00 | $30.00 |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (19 CY | $320 | $360 | $360 | $325 |
| 621E00100 RPM | 10 EACH | $225 | $225 | $250 | $225 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 10 EACH | $20.00 | $8.00 | $20.00 | $20.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BI-DIRECTIONAL) | 11 EACH | $10.00 | $10.00 | $10.00 | $10.00 |
| 646E10010 EDGE LINE, 6" | 0.16 MILE | $12,500 | $12,500 | $23,000 | $12,500 |
| 646E10200 CENTER LINE | 0.08 MILE | $21,000 | $21,000 | $40,000 | $21,000 |
| 614E11630 INCREASED BARRIER DELINEATION | 950 FT | $1.00 | $0.95 | $1.00 | $0.50 |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 2 EACH | $1,500 | $300 | $2,000 | $6,500 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $300 | $200 | $175 | $215 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BIDIRECTIONAL) | 21 EACH | $20.00 | $20.00 | $15.00 | $10.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 21 EACH | $30.00 | $30.00 | $20.00 | $15.00 |
| 614E21200 WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 0.18 MILE | $13,500 | $13,500 | $4,000 | $13,500 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.08 MILE | $7,450 | $7,450 | $8,000 | $7,450 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.6 MILE | $9,600 | $9,595 | $9,000 | $9,595 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 0.16 MILE | $3,750 | $3,750 | $4,000 | $3,750 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 20 FT | $300 | $14.00 | $10.00 | $14.00 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $1,060 | $8,600 | $3,500 | $12,500 |
| 616E10000 WATER | 10 MGAL | $1.00 | $1.00 | $1.00 | $45.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 231 FT | $10.00 | $8.00 | $9.00 | $5.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 20 FT | $30.00 | $11.00 | $15.00 | $30.00 |
| 530E50010 SPECIAL - RETAINING WALL, CAST-IN-PLACE CONCRETE L | 60 SF | $55.00 | $48.00 | $45.00 | $75.00 |
| 619E16010 FIELD OFFICE, TYPE B | 4 MNTH | $1,500 | $500 | $500 | $3,800 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $2,000 | $5,000 | $2,500 | $7,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00200 STEEL PILES HP12X53, FURNISHED | 1,365 FT | $37.5 | $51k | 12% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 1,760 SF | $20 | $35k | 8% |
| 524E94505 DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER | 470 FT | $60 | $28k | 7% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 101 CY | $235 | $24k | 6% |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 596 FT | $36 | $21k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $20k | 5% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 493 CY | $40 | $20k | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $19,500 | $20k | 5% |
| 606E15151 GUARDRAIL, TYPE MGS HALF POST SPACING, AS PER PLAN | 475 FT | $39.5 | $19k | 4% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 238 SY | $70 | $17k | 4% |