Bel-SR 9-18.70
Belmont County · est $0.2M
Bid dateThursday, January 12—
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 · 35 more items below.
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Tucson INC | R3Shelly & Sands INC | R4Nls Paving, INC | R5Rudzik Excavating INC | R6Eclipse CO LLC | % of bid |
|---|---|---|---|---|---|---|---|---|
| 203E20000 EMBANKMENT | 1,569 CY | $28.00 | $21.60 | $30.00 | $30.00 | $42.00 | $23.00 | 19% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $25,000 | $27,600 | $28,500 | $35,000 | $15,480 | $9,497 | 11% |
| 203E10000 EXCAVATION | 648 CY | $27.00 | $23.85 | $25.00 | $30.00 | $40.00 | $20.00 |
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Tucson INC | R3Shelly & Sands INC | R4Nls Paving, INC | R5Rudzik Excavating INC | R6Eclipse CO LLC |
|---|---|---|---|---|---|---|---|
| 202E35100 PIPE REMOVED, 24" AND UNDER | 14 FT | $42.00 | $34.50 | $100 | $30.00 | $50.00 | $11.00 |
| 202E38000 GUARDRAIL REMOVED | 300 FT | $3.00 | $4.85 | $2.50 | $2.00 | $2.75 | $2.00 |
| 202E70000 SPECIAL - FILL AND PLUG EXISTING CONDUIT, 15" | 31 FT | $52.00 | $106 | $80.00 | $50.00 | $81.00 |
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 →
| 8% |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 49 CY | $310 | $362 | $396 | $500 | $550 | $335 | 7% |
| 611E05900 15" CONDUIT, TYPE B, 706.02, 707.13, 707.33, 707.3 | 50 FT | $300 | $240 | $275 | $125 | $190 | $167 | 7% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 62 CY | $235 | $402 | $396 | $385 | $425 | $372 | 6% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,500 | $2,160 | $2,000 | $2,500 | $2,200 | $2,444 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $10,000 | $14,500 | $10,000 | $20,000 | $33,000 | $24,111 | 4% |
| 601E32110 ROCK CHANNEL PROTECTION, TYPE B WITH AGGREGATE FIL | 124 CY | $80.00 | $111 | $115 | $140 | $155 | $130 | 4% |
| 606E15050 GUARDRAIL, TYPE MGS | 300 FT | $30.00 | $29.70 | $27.50 | $25.40 | $31.00 | $28.00 | 4% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 76 SY | $100 | $100 | $212 | $125 | $141 | $182 | 3% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 410 FT | $18.00 | $34.00 | $24.00 | $25.00 | $35.00 | $47.00 | 3% |
| 304E20000 AGGREGATE BASE | 37 CY | $175 | $127 | $115 | $120 | $125 | $140 | 3% |
| 611E98411 CATCH BASIN, NO. 8, AS PER PLAN | 1 EACH | $5,500 | $5,675 | $7,500 | $9,000 | $6,400 | $9,239 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3" | 578 SY | $9.00 | $13.00 | $21.00 | $15.00 | $16.50 | $12.00 | 2% |
| 202E23000 PAVEMENT REMOVED | 178 SY | $28.00 | $19.50 | $27.00 | $40.00 | $15.00 | $22.00 | 2% |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.44 MILE | $11,000 | $10,314 | $9,550 | $9,550 | $10,500 | $12,548 | 2% |
| 619E16000 FIELD OFFICE, TYPE A | 4 MNTH | $1,200 | $1,225 | $3,200 | $2,500 | $1,200 | $685 | 2% |
| 659E00300 TOPSOIL | 104 CY | $45.00 | $28.00 | $65.00 | $80.00 | $45.00 | $61.00 | 2% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $4,600 | $9,215 | $17,250 | $10,000 | $12,000 | $35,000 | 2% |
| $101 |
| 202E75000 FENCE REMOVED | 323 FT | $5.00 | $4.50 | $5.00 | $4.00 | $5.00 | $5.00 |
| 202E98200 REMOVAL MISC.: PIPE PILING AND GUARDRAIL LAGGING | 87 FT | $25.00 | $18.00 | $20.00 | $12.00 | $15.00 | $29.00 |
| 204E10000 SUBGRADE COMPACTION | 234 SY | $6.00 | $3.00 | $9.00 | $2.00 | $2.00 | $1.00 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 2 CY | $82.00 | $685 | $225 | $500 | $180 | $400 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $150 | $81.00 | $150 | $200 | $10.00 | $53.00 |
| 659E10000 SEEDING AND MULCHING | 941 SY | $3.50 | $4.25 | $3.25 | $4.20 | $4.00 | $4.20 |
| 659E14000 REPAIR SEEDING AND MULCHING | 47 SY | $3.50 | $1.00 | $3.25 | $1.20 | $1.00 | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.13 TON | $1,500 | $2,205 | $1,400 | $450 | $300 | $474 |
| 659E31000 LIME | 0.19 ACRE | $85.00 | $855 | $80.00 | $40.00 | $300 | $42.00 |
| 659E35000 WATER | 5 MGAL | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 2,500 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 0.3 CY | $2,500 | $3,475 | $4,500 | $2,800 | $3,385 | $2,507 |
| 605E31100 AGGREGATE DRAINS | 35 FT | $30.00 | $25.00 | $30.00 | $25.00 | $30.00 | $27.00 |
| 407E10000 TACK COAT | 70 GAL | $10.00 | $6.00 | $3.50 | $3.20 | $3.50 | $6.00 |
| 638E98100 WATER WORK, MISC.: SUPPORT OF WATER MAIN | 1 LS | $2,500 | $1,925 | $1,500 | $3,500 | $1,500 | $1,233 |
| 621E00100 RPM, (TWO-WAY, YELLOW/YELLOW) | 5 EACH | $500 | $513 | $475 | $475 | $525 | $475 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 5 EACH | $35.00 | $16.00 | $20.00 | $25.00 | $50.00 | $21.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, (BI-DIRECTIONAL) | 6 EACH | $12.00 | $10.80 | $10.00 | $10.75 | $11.00 | $12.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.08 MILE | $10,000 | $9,558 | $8,850 | $8,850 | $9,800 | $9,324 |
| 642E00300 CENTER LINE, TYPE 1 | 0.04 MILE | $19,000 | $18,117 | $16,775 | $16,775 | $18,500 | $17,674 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 40 HOUR | $60.00 | $87.00 | $84.00 | $80.00 | $60.00 | $68.00 |
| 614E11630 INCREASED BARRIER DELINEATION | 402 FT | $1.00 | $0.99 | $0.50 | $1.00 | $1.00 | $1.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $325 | $360 | $235 | $300 | $220 | $1,195 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, (BI-DIRECTIONAL) | 11 EACH | $25.00 | $23.76 | $10.00 | $22.00 | $24.00 | $23.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 11 EACH | $35.00 | $32.40 | $15.00 | $30.00 | $33.00 | $32.00 |
| 614E21200 WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 0.2 MILE | $15,000 | $14,202 | $13,150 | $13,150 | $14,500 | $17,278 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.1 MILE | $10,000 | $999 | $9,250 | $9,250 | $10,200 | $12,154 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 24 FT | $15.00 | $15.12 | $14.00 | $14.00 | $16.00 | $18.00 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $1,800 | $6,550 | $9,500 | $10,000 | $10,000 | $40,000 |
| 616E10000 WATER | 5 MGAL | $10.00 | $1.00 | $45.00 | $50.00 | $0.10 | $71.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $4,000 | $5,000 | $2,850 | $2,502 | $4,235 | $8,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $2,000 | $7,000 | $8,500 | $10,000 | $2,000 | $10,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 203E20000 EMBANKMENT | 1,569 CY | $28 | $44k | 16% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $25,000 | $25k | 9% |
| 203E10000 EXCAVATION | 648 CY | $27 | $17k | 6% |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 49 CY | $310 | $15k | 6% |
| 611E05900 15" CONDUIT, TYPE B, 706.02, 707.13, 707.33, 707.3 | 50 FT | $300 | $15k | 6% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 62 CY | $235 | $15k | 5% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,500 | $10k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $10,000 | $10k | 4% |
| 601E32110 ROCK CHANNEL PROTECTION, TYPE B WITH AGGREGATE FIL | 124 CY | $80 | $10k | 4% |
| 606E15050 GUARDRAIL, TYPE MGS | 300 FT | $30 | $9k | 3% |