Bel-SR 800-13.15
Belmont County · est $0.2M
Bid dateThursday, November 18—
Belmont County · est $0.2M
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 · 23 more items below.
| Item | Quantity | R1Litman Excavating INC | R2Ohio-west Virginia Excavating CO | R3Bog Construction INC | R4J & J Bridge Company INC | R5Stanley Miller Construction Company | R6Shelly & Sands INC | R7Eclipse CO LLC | % of bid |
|---|---|---|---|---|---|---|---|---|---|
| 601E26001 DUMPED ROCK FILL, TYPE B, AS PER PLAN | 333 CY | $121 | $69.00 | $70.00 | $90.00 | $98.00 | $95.00 | $129 | 25% |
| 203E10000 EXCAVATION | 774 CY | $31.36 | $28.75 | $17.00 | $31.00 | $32.00 | $40.00 | $22.50 | 15% |
| 203E35000 |
| Item | Quantity | R1Litman Excavating INC | R2Ohio-west Virginia Excavating CO | R3Bog Construction INC | R4J & J Bridge Company INC | R5Stanley Miller Construction Company | R6Shelly & Sands INC | R7Eclipse CO LLC |
|---|---|---|---|---|---|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 100 FT | $4.91 | $6.42 | $5.00 | $5.00 | $3.00 | $5.00 | $4.50 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $250 | $112 | $50.00 | $20.00 | $150 | $100 | $105 |
| 659E00300 TOPSOIL |
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 →
| 436 CY |
| $30.67 |
| $59.75 |
| $70.00 |
| $130 |
| $26.00 |
| $120 |
| $42.50 |
| 8% |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 5 CY | $2,298 | $472 | $2,250 | $350 | $1,737 | $1,915 | $1,956 | 7% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 180 FT | $50.40 | $32.00 | $25.00 | $30.00 | $35.00 | $5.00 | $35.00 | 6% |
| 203E35001 GRANULAR EMBANKMENT, AS PER PLAN | 52 CY | $146 | $90.75 | $80.00 | $130 | $118 | $140 | $126 | 5% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, (1.25") | 137 SY | $45.60 | $15.00 | $27.00 | $10.00 | $26.70 | $42.00 | $30.00 | 4% |
| 606E15050 GUARDRAIL, TYPE MGS | 100 FT | $62.14 | $57.82 | $52.00 | $62.79 | $53.80 | $48.50 | $51.00 | 4% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,520 | $2,821 | $2,400 | $2,000 | $2,533 | $1,000 | $2,205 | 3% |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $4,883 | $9,700 | $15,000 | $9,706 | $15,000 | $10,000 | $37,004 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $4,080 | $22,450 | $7,500 | $20,000 | $29,778 | $10,600 | $18,000 | 3% |
| 619E16000 FIELD OFFICE, TYPE A | 3 MNTH | $1,145 | $2,795 | $500 | $1,200 | $500 | $3,000 | $683 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $3,280 | $2,495 | $7,500 | $10,000 | $2,472 | $2,000 | $5,000 | 2% |
| 621E00100 RPM | 3 EACH | $1,020 | $950 | $950 | $300 | $995 | $850 | $847 | 2% |
| 614E21200 WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 0.18 MILE | $14,190 | $13,200 | $12,000 | $5,000 | $17,778 | $5,000 | $12,495 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $2,500 | $1,675 | $3,500 | $2,000 | $17,722 | $8,000 | $12,000 | 2% |
| 659E10000 SEEDING AND MULCHING | 450 SY | $5.10 | $3.50 | $7.50 | $3.00 | $11.50 | $6.50 | $7.00 | 1% |
| 646E10200 CENTER LINE | 0.09 MILE | $20,196 | $13,400 | $27,000 | $5,000 | $33,333 | $12,500 | $17,671 | 1% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $1,639 | $4,280 | $3,000 | $3,000 | $4,333 | $9,980 | $8,000 | 1% |
| 50 CY |
| $4.97 |
| $65.25 |
| $30.00 |
| $5.00 |
| $33.00 |
| $18.00 |
| $45.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 23 SY | $10.56 | $26.75 | $2.00 | $8.00 | $1.00 | $6.20 | $6.50 |
| 659E15000 INTER-SEEDING | 23 SY | $9.74 | $26.75 | $1.00 | $8.00 | $1.00 | $6.20 | $6.50 |
| 659E20000 COMMERCIAL FERTILIZER | 0.06 TON | $1,817 | $2,400 | $1,000 | $6,000 | $800 | $800 | $840 |
| 659E31000 LIME | 0.09 ACRE | $587 | $2,650 | $1,000 | $5,000 | $150 | $80.00 | $84.00 |
| 659E35000 WATER | 3 MGAL | $26.13 | $55.00 | $1.00 | $10.00 | $1.00 | $1.00 | $1.00 |
| 304E20000 AGGREGATE BASE | 1 CY | $213 | $715 | $500 | $300 | $150 | $500 | $817 |
| 407E10000 TACK COAT | 12 GAL | $2.40 | $3.00 | $10.00 | $3.00 | $4.50 | $2.00 | $5.00 |
| 408E10001 PRIME COAT, AS PER PLAN | 8 GAL | $90.00 | $3.00 | $300 | $5.00 | $265 | $75.00 | $298 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 3 EACH | $13.40 | $39.50 | $100 | $10.00 | $50.00 | $20.00 | $13.50 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BI-DIRECTIONAL) | 2 EACH | $22.10 | $13.50 | $30.00 | $15.00 | $11.11 | $10.00 | $10.50 |
| 646E10010 EDGE LINE, 6" | 0.09 MILE | $15,843 | $13,400 | $27,000 | $5,000 | $22,222 | $12,500 | $13,863 |
| 614E11630 INCREASED BARRIER DELINEATION | 180 FT | $2.22 | $2.05 | $2.00 | $1.00 | $2.22 | $0.25 | $3.00 |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $1,200 | $2,234 | $21,000 | $800 | $5,000 | $5,000 | $21,158 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BI-DIRECTIONAL) | 5 EACH | $28.80 | $26.80 | $30.00 | $20.00 | $33.33 | $5.00 | $18.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 5 EACH | $38.40 | $35.75 | $30.00 | $30.00 | $38.89 | $7.50 | $22.50 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.9 MILE | $1,110 | $1,030 | $1,000 | $1,000 | $2,389 | $1,000 | $12,754 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.09 MILE | $10,169 | $9,500 | $10,000 | $5,000 | $10,556 | $5,500 | $9,083 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 0.09 MILE | $5,310 | $4,900 | $5,000 | $5,000 | $1,794 | $1,000 | $9,850 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 24 FT | $15.00 | $14.00 | $20.00 | $10.00 | $8.33 | $3.75 | $11.00 |
| 616E10000 WATER | 10 MGAL | $10.00 | $11.00 | $1.00 | $10.00 | $1.00 | $10.00 | $29.50 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 601E26001 DUMPED ROCK FILL, TYPE B, AS PER PLAN | 333 CY | $120.79 | $40k | 24% |
| 203E10000 EXCAVATION | 774 CY | $31.36 | $24k | 15% |
| 203E35000 GRANULAR EMBANKMENT | 436 CY | $30.67 | $13k | 8% |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 5 CY | $2,298 | $11k | 7% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 180 FT | $50.4 | $9k | 5% |
| 203E35001 GRANULAR EMBANKMENT, AS PER PLAN | 52 CY | $145.98 | $8k | 5% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, (1.25") | 137 SY | $45.6 | $6k | 4% |
| 606E15050 GUARDRAIL, TYPE MGS | 100 FT | $62.14 | $6k | 4% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,520 | $5k | 3% |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1 | $5k | 3% |