MER-Co Garage FS F/B Lean To
MER County · est $0.9M
Bid dateFriday, February 16—
MER County · est $0.9M
Published by ODOTon this contract’s Proposal PDF · EDGE Goal: 5%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 9 more items below.
| Item | Quantity | R1Jutte Excavating INC | % of bid |
|---|---|---|---|
| 950E50000 SPECIAL - FACILITIES, TENSION FABRIC STRUCTURE | 1 LS | $125,000 | 16% |
| 304E20000 AGGREGATE BASE | 3,260 CY | $30.00 | 13% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 220 CY | $400 | 11% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 41,150 LB | $2.00 | 11% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (570 CY | $139 | 10% |
| 950E50000 SPECIAL - FACILITIES, ELECTRICAL STORAGE | 1 LS | $50,000 | 6% |
| 451E13011 8" REINFORCED CONCRETE PAVEMENT, CLASS QC1, AS PER | 841 SY | $54.00 | 6% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 190 CY | $175 | 4% |
| 950E50000 SPECIAL - FACILITIESELECTRICAL SITE | 1 LS | $30,000 | 4% |
| 503E21100 UNCLASSIFIED EXCAVATION | 2,500 CY | $10.00 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $25,000 | 3% |
| 606E98000 GUARDRAIL, MISC.: INTERIOR GUARD RAIL SYSTEM | 350 FT | $49.00 | 2% |
| 606E13020 GUARDRAIL, TYPE 5 WITH DOUBLE RAILS | 120 FT | $138 | 2% |
| 203E10000 EXCAVATION | 1,519 CY | $10.00 | 2% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $11,800 | 2% |
| 516E31250 SPECIAL - SAWING AND SEALING CONCRETE JOINTS | 780 FT | $12.00 | 1% |
| 690E50600 SPECIAL - BOLLARD | 12 EACH | $700 | 1% |
| 625E29000 TRENCH | 280 FT | $28.00 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $6,000 | 1% |
| 659E00500 SEEDING AND MULCHING, CLASS 1 | 3,310 SY | $1.70 | 1% |
| Item | Quantity | R1Jutte Excavating INC |
|---|---|---|
| 202E23000 PAVEMENT REMOVED | 109 SY | $12.00 |
| 204E10000 SUBGRADE COMPACTION | 4,557 SY | $1.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $4,000 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 313 FT | $5.00 |
| 407E10000 TACK COAT | 684 GAL | $1.95 |
| 408E10000 PRIME COAT | 456 GAL | $3.95 |
| 451E10010 6" REINFORCED CONCRETE PAVEMENT, CLASS QC1 | 53 SY | $63.00 |
| 516E10000 PREFORMED ELASTOMERIC COMPRESSION JOINT SEAL | 400 FT | $10.00 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING |
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 →
| 1 LS |
| $1,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 950E50000 SPECIAL - FACILITIES, TENSION FABRIC STRUCTURE | 1 LS | $125,000 | $125k | 16% |
| 304E20000 AGGREGATE BASE | 3,260 CY | $30 | $98k | 12% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 220 CY | $400 | $88k | 11% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 41,150 LB | $2 | $82k | 10% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (570 CY | $139 | $79k | 10% |
| 950E50000 SPECIAL - FACILITIES, ELECTRICAL STORAGE | 1 LS | $50,000 | $50k | 6% |
| 451E13011 8" REINFORCED CONCRETE PAVEMENT, CLASS QC1, AS PER | 841 SY | $54 | $45k | 6% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 190 CY | $175 | $33k | 4% |
| 950E50000 SPECIAL - FACILITIESELECTRICAL SITE | 1 LS | $30,000 | $30k | 4% |
| 503E21100 UNCLASSIFIED EXCAVATION | 2,500 CY | $10 | $25k | 3% |