Was-SR 530-05.04
Washington County · est $0.3M
Bid dateThursday, March 30—
Washington County · est $0.3M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 28 more items below.
| Item | Quantity | R1Mc Connell Contracting INC | R2Wolf Creek Contracting Company LLC | R3Eclipse CO LLC | R4Ohio-west Virginia Excavating CO | R5Shelly & Sands INC | % of bid |
|---|---|---|---|---|---|---|---|
| 611E95801 12' X 6' CONDUIT, TYPE A, 706.05, AS PER PLAN | 42 FT | $750 | $378 | $675 | $305 | $1,980 | 12% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 79 CY | $360 | $588 | $360 | $387 | $470 | 11% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 45 CY | $600 | $452 | $675 | $660 | $550 | 11% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 11 CY | $1,500 | $3,376 | $2,500 | $1,865 | $2,000 | 7% |
| 624E10000 MOBILIZATION | 1 LS | $15,000 | $9,067 | $22,057 | $20,700 | $10,000 | 6% |
| 509E10000 |
| Item | Quantity | R1Mc Connell Contracting INC | R2Wolf Creek Contracting Company LLC | R3Eclipse CO LLC | R4Ohio-west Virginia Excavating CO | R5Shelly & Sands INC |
|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,500 | $3,367 | $5,000 | $3,000 | $7,500 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 60 FT | $12.00 | $256 | $17.00 | $38.00 | $20.00 |
| 202E38000 GUARDRAIL REMOVED | 439 FT | $2.50 | $4.50 | $2.00 | $8.00 | $5.00 |
| 204E10000 SUBGRADE COMPACTION | 323 SY | $3.00 |
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 →
| 5,734 LB |
| $2.50 |
| $2.04 |
| $4.00 |
| $2.75 |
| $2.50 |
| 6% |
| 613E41300 LOW STRENGTH MORTAR BACKFILL (TYPE 2) | 190 CY | $75.00 | $144 | $141 | $161 | $185 | 6% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 42 CY | $315 | $438 | $312 | $336 | $350 | 5% |
| 202E11000 STRUCTURE REMOVED | 1 LS | $12,000 | $9,222 | $5,877 | $7,400 | $10,250 | 5% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.5" AVERAGE | 696 SY | $16.00 | $12.50 | $16.00 | $5.00 | $10.00 | 4% |
| 606E15050 GUARDRAIL, TYPE MGS | 525 FT | $19.00 | $23.73 | $18.98 | $34.00 | $19.00 | 4% |
| 659E10000 SEEDING AND MULCHING | 2,437 SY | $3.50 | $1.84 | $1.38 | $2.00 | $1.50 | 3% |
| 503E21320 UNCLASSIFIED EXCAVATION, INCLUDING ROCK | 1 LS | $7,500 | $2,289 | $12,000 | $17,300 | $13,000 | 3% |
| 304E20000 AGGREGATE BASE | 71 CY | $105 | $119 | $96.00 | $144 | $100 | 3% |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 57 CY | $125 | $98.19 | $95.00 | $139 | $90.00 | 3% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $6,500 | $13,303 | $20,000 | $9,500 | $9,000 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $6,500 | $4,063 | $8,000 | $18,900 | $7,600 | 3% |
| 203E10000 EXCAVATION | 338 CY | $18.00 | $13.61 | $13.00 | $43.75 | $27.00 | 2% |
| 203E20000 EMBANKMENT | 332 CY | $18.00 | $23.49 | $17.00 | $49.00 | $20.00 | 2% |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1 CY | $3,500 | $4,030 | $2,500 | $4,000 | $2,000 | 1% |
| $3.34 |
| $1.00 |
| $2.00 |
| $5.00 |
| 606E17360 GUARDRAIL, TYPE MGS, LONG-SPAN | 87.5 FT | $22.50 | $24.55 | $19.64 | $45.00 | $20.00 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 2 EACH | $1,500 | $1,688 | $1,350 | $2,000 | $1,350 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,400 | $1,375 | $1,100 | $1,770 | $1,100 |
| 623E40500 REFERENCE MONUMENT, TYPE A | 8 EACH | $400 | $125 | $1,135 | $442 | $550 |
| 659E20000 COMMERCIAL FERTILIZER | 0.22 TON | $650 | $385 | $994 | $1,700 | $1,400 |
| 659E31000 LIME | 0.51 ACRE | $400 | $125 | $157 | $125 | $100 |
| 659E35000 WATER | 7 MGAL | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 2,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 41 FT | $25.00 | $25.40 | $22.00 | $52.00 | $18.00 |
| 611E06400 15" CONDUIT, TYPE D | 50 FT | $50.00 | $49.26 | $80.00 | $78.75 | $50.00 |
| 611E07900 18" CONDUIT, TYPE D | 36 FT | $75.00 | $50.50 | $92.00 | $98.00 | $55.00 |
| 407E20000 NON-TRACKING TACK COAT | 156 GAL | $5.00 | $5.00 | $5.00 | $8.00 | $4.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 9 EACH | $75.00 | $17.83 | $17.00 | $40.00 | $15.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 9 EACH | $15.00 | $12.50 | $10.00 | $12.00 | $10.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 5 EACH | $75.00 | $62.50 | $50.00 | $204 | $50.00 |
| 630E86010 REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECT | 2 EACH | $125 | $62.50 | $50.00 | $325 | $50.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.18 MILE | $5,500 | $5,688 | $4,699 | $5,700 | $5,500 |
| 642E00300 CENTER LINE, TYPE 1 | 0.09 MILE | $5,500 | $10,313 | $8,519 | $10,400 | $5,500 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 61 SY | $15.00 | $36.71 | $17.00 | $28.00 | $18.50 |
| 512E33000 TYPE 2 WATERPROOFING | 137 SY | $21.00 | $87.50 | $19.00 | $28.00 | $24.50 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 36 SF | $12.00 | $6.92 | $8.00 | $2.00 | $10.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 14 CY | $120 | $295 | $110 | $450 | $300 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $3,500 | $3,827 | $7,000 | $5,300 | $3,010 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $1,500 | $4,750 | $7,500 | $900 | $5,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E95801 12' X 6' CONDUIT, TYPE A, 706.05, AS PER PLAN | 42 FT | $750 | $32k | 11% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 79 CY | $360 | $28k | 10% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 45 CY | $600 | $27k | 9% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 11 CY | $1,500 | $17k | 6% |
| 624E10000 MOBILIZATION | 1 LS | $15,000 | $15k | 5% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 5,734 LB | $2.5 | $14k | 5% |
| 613E41300 LOW STRENGTH MORTAR BACKFILL (TYPE 2) | 190 CY | $75 | $14k | 5% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 42 CY | $315 | $13k | 5% |
| 202E11000 STRUCTURE REMOVED | 1 LS | $12,000 | $12k | 4% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.5" AVERAGE | 696 SY | $16 | $11k | 4% |