VIN-Tar Hollow Culvert
VIN County · est $0.5M
Bid dateThursday, April 23—
Awarded toD G M INC$399,890.1
Project scope
Bid form · ODOT
- Structures / Bridge23%
- Earthwork21%
- Erosion & Landscaping18%
- Drainage13%
- Asphalt Paving5%
- Aggregate & Base5%
- Other15%
Top items by winning bid
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E95900 12' X 7' CONDUIT, TYPE A, 706.05 Section 5 - STRUCTURE 20 FOOT SPAN AND UNDER (VIN-SF - Totals Awd $282,178.00 2 $328,425.30 3 $323,756.00 4 $307,188.50 5 $332,675.00 6 $391,238.00 | 71 FT | $2,025 | $144k | 36% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 66 CY | $650 | $43k | 11% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 31 CY | $950 | $29k | 7% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $22,000 | $22k | 6% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449), 4" | 56 CY | $345 | $19k | 5% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $12,000 | $12k | 3% |
| 202E11001 STRUCTURE REMOVED, AS PER PLAN | 1 LS | $12,000 | $12k | 3% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 5,922 LB | $2 | $12k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $9,500 | $10k | 2% |
| 304E20000 AGGREGATE BASE, 6" | 84 CY | $110 | $9k | 2% |
Per-bidder unit pricing
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 19 more items below.
Rank 1D G M INC$400kRank 2Axis Civil Construction LLC$444kRank 3Double Z Construction Company$455kRank 4Parker Corporation$456kRank 5R C Construction Company And Son$470kRank 6INC Fillmore Construction$489k
| Item | Quantity | R1D G M INC | R2Axis Civil Construction LLC | R3Double Z Construction Company | R4Parker Corporation | R5R C Construction Company And Son | R6INC Fillmore Construction | % of bid |
|---|---|---|---|---|---|---|---|---|
| 611E95900 12' X 7' CONDUIT, TYPE A, 706.05 Section 5 - STRUCTURE 20 FOOT SPAN AND UNDER (VIN-SF - Totals Awd $282,178.00 2 $328,425.30 3 $323,756.00 4 $307,188.50 5 $332,675.00 6 $391,238.00 | 71 FT | $2,025 | $2,225 | $2,150 | $2,310 | $2,100 | $2,650 | 38% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 66 CY | $650 | $700 | $470 | $854 | $850 | $1,000 | 11% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 31 CY | $950 | $1,250 | $1,200 | $1,296 | $850 | $1,500 | 8% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $22,000 | $3,500 | $4,000 | $21,000 | $15,000 | $3,500 | 6% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449), 4" | 56 CY | $345 | $342 | $450 | $400 | $375 | $320 | 5% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $12,000 | $12,500 | $3,000 | $19,000 | $5,500 | $2,500 | 3% |
| 202E11001 STRUCTURE REMOVED, AS PER PLAN | 1 LS | $12,000 | $4,200 | $12,000 | $23,000 | $15,000 | $2,500 | 3% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 5,922 LB | $2.00 | $2.65 | $3.00 | $1.25 | $2.50 | $4.00 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $9,500 | $7,500 | $4,000 | $20,000 | $15,000 | $5,000 | 3% |
| 304E20000 AGGREGATE BASE, 6" | 84 CY | $110 | $167 | $120 | $65.00 | $175 | $100 | 2% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG Section 4 - PAVEMENT - Totals Awd $37,187.50 2 $41,072.00 3 $47,303.00 4 $36,660.00 5 $43,225.00 6 $34,970.00 | 17 CY | $500 | $451 | $700 | $500 | $425 | $500 | 2% |
| 601E11000 RIPRAP, TYPE D | 28 SY | $303 | $240 | $275 | $65.00 | $350 | $180 | 2% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 125 CY | $65.00 | $125 | $130 | $10.00 | $175 | $80.00 | 2% |
| 624E10000 MOBILIZATION Section 6 - INCIDENTALS - Totals Awd $45,500.00 2 $38,500.00 3 $44,500.00 4 $81,000.00 5 $57,500.00 6 $21,000.00 | 1 LS | $8,000 | $20,000 | $30,000 | $20,000 | $15,000 | $7,500 | 2% |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 56 CY | $120 | $140 | $100 | $65.00 | $175 | $200 | 2% |
| 203E20000 EMBANKMENT | 178 CY | $35.00 | $39.00 | $75.00 | $20.00 | $50.00 | $100 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $6,000 | $7,500 | $6,500 | $20,000 | $12,500 | $5,000 | 2% |
| 659E00580 SEEDING AND MULCHING, CLASS 5B | 728 SY | $8.00 | $4.00 | $9.00 | $1.00 | $10.00 | $8.00 | 2% |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 90 SY | $45.00 | $30.00 | $35.00 | $12.00 | $50.00 | $50.00 | 1% |
| 512E33010 TYPE 3 WATERPROOFING | 127 SY | $30.00 | $59.00 | $45.00 | $18.00 | $50.00 | $50.00 | 1% |
Show all 39 line items
| Item | Quantity | R1D G M INC | R2Axis Civil Construction LLC | R3Double Z Construction Company | R4Parker Corporation | R5R C Construction Company And Son | R6INC Fillmore Construction |
|---|---|---|---|---|---|---|---|
| 202E23000 PAVEMENT REMOVED, ASPHALT | 378 SY | $6.00 | $11.50 | $16.00 | $10.00 | $20.00 | $10.00 |
| 203E10000 EXCAVATION | 2 CY | $100 | $98.00 | $75.00 | $20.00 | $25.00 | $80.00 |
| 204E10000 SUBGRADE COMPACTION Section 1 - ROADWAY - Totals Awd $23,722.00 2 $24,741.00 3 $26,076.00 4 $26,632.00 5 $23,018.00 6 $26,760.00 | 504 SY | $6.00 | $1.50 | $7.00 | $0.50 | $2.00 | $5.00 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $50.00 | $150 | $100 | $50.00 | $25.00 | $150 |
| 659E00300 TOPSOIL | 81 CY | $20.00 | $60.00 | $40.00 | $20.00 | $20.00 | $60.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 36 SY | $0.05 | $4.00 | $3.00 | $0.25 | $0.20 | $12.00 |
| 659E15000 INTER-SEEDING | 36 SY | $0.05 | $4.00 | $3.00 | $0.25 | $0.20 | $12.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.1 TON | $1,500 | $1,250 | $1,500 | $2,500 | $2,000 | $1,400 |
| 659E31000 LIME | 0.15 ACRE | $300 | $150 | $200 | $1,667 | $1,800 | $450 |
| 659E35000 WATER | 4 MGAL | $1.00 | $1.00 | $1.00 | $0.05 | $1.00 | $10.00 |
| 832E30000 EROSION CONTROL Section 2 - EROSION CONTROL - Totals Awd $8,742.60 2 $9,507.50 3 $11,388.00 4 $3,962.25 5 $10,434.40 6 $13,091.50 | 996 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS Section 3 - DRAINAGE - Totals Awd $2,560.00 2 $1,280.00 3 $1,600.00 4 $640.00 5 $3,200.00 6 $1,920.00 | 64 FT | $40.00 | $20.00 | $25.00 | $10.00 | $50.00 | $30.00 |
| 407E10000 TACK COAT, 0.06 GAL/SY | 30 GAL | $4.25 | $7.50 | $4.10 | $10.00 | $10.00 | $5.00 |
| 202E20010 HEADWALL REMOVED | 2 EACH | $500 | $1,250 | $5,000 | $1,000 | $1,000 | $3,500 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $3,000 | $12,000 | $6,500 | $100 | $5,000 | $3,500 |
| 503E21100 UNCLASSIFIED EXCAVATION | 42 CY | $35.00 | $140 | $280 | $25.00 | $100 | $200 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1 CY | $2,000 | $1,600 | $2,000 | $650 | $850 | $3,000 |
| 512E33000 TYPE 2 WATERPROOFING | 155 SY | $18.00 | $19.00 | $25.00 | $14.00 | $35.00 | $30.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 38 SF | $20.00 | $8.00 | $15.00 | $5.00 | $40.00 | $20.00 |
Project details
- Description
- VIN-Tar Hollow Culvert
- Type of work
- Drainage
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 →