OTT-SR 2-17.57 Landslide Repair
OTT County · est $0.5M
Bid dateThursday, April 4—
OTT County · est $0.5M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 40 more items below.
| Item | Quantity | R1Great Lakes Demolition Company | R2State Highway Clearing | R3Eclipse CO LLC | % of bid |
|---|---|---|---|---|---|
| 203E20001 EMBANKMENT, AS PER PLAN | 5,643 CY | $10.00 | $43.00 | $28.50 | 16% |
| 624E10000 MOBILIZATION | 1 LS | $46,000 | $10,000 | $23,496 | 13% |
| 203E10000 EXCAVATION | 4,500 CY | $10.00 | $25.00 | $32.00 | 13% |
| 203E35130 GRANULAR MATERIAL, TYPE D | 545 CY | $58.00 | $66.00 | $81.00 | 9% |
| 203E35001 GRANULAR EMBANKMENT, AS PER PLAN (NO. 8 AGGREGATE) | 294 CY | $70.00 | $100 | $104 | 6% |
| 832E30000 EROSION CONTROL | 20,000 EACH | $1.00 | $1.00 | $1.00 | 6% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 610 FT |
| Item | Quantity | R1Great Lakes Demolition Company | R2State Highway Clearing | R3Eclipse CO LLC |
|---|---|---|---|---|
| 202E30701 CONCRETE BARRIER REMOVED, AS PER PLAN | 340 FT | $15.00 | $55.30 | $13.00 |
| 202E32500 CURB AND GUTTER REMOVED | 162 FT | $3.00 | $21.17 | $10.00 |
| 202E38000 GUARDRAIL REMOVED | 200 FT | $2.00 | $4.61 | $2.00 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 1 EACH | $250 | $135 | $120 |
| 202E47801 IMPACT ATTENUATOR REMOVED, AS PER PLAN | 1 EACH | $800 | $311 | $975 |
| 202E75000 |
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 →
| $30.00 |
| $18.25 |
| $63.00 |
| 5% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 42 CY | $306 | $238 | $343 | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $12,000 | $15,000 | $19,000 | 3% |
| 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 | 162 FT | $65.00 | $49.28 | $68.42 | 3% |
| 606E15050 GUARDRAIL, TYPE MGS | 200 FT | $49.00 | $30.00 | $32.60 | 3% |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $9,000 | $4,000 | $7,500 | 3% |
| 659E00530 SEEDING AND MULCHING, CLASS 3B | 5,702 SY | $1.50 | $1.70 | $1.20 | 2% |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 36 SY | $220 | $452 | $940 | 2% |
| 607E15000 FENCE, TYPE 47 | 261 FT | $30.00 | $32.00 | $21.50 | 2% |
| 202E23000 PAVEMENT REMOVED | 164 SY | $45.00 | $8.00 | $17.00 | 2% |
| 442E22100 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 14 CY | $515 | $472 | $665 | 2% |
| 203E35110 GRANULAR MATERIAL, TYPE B | 122 CY | $48.00 | $83.00 | $69.00 | 2% |
| 202E22901 APPROACH SLAB REMOVED, AS PER PLAN | 36 SY | $150 | $292 | $75.00 | 2% |
| 611E01400 6" CONDUIT, TYPE E, 707.31 (PERFORATED) | 346 FT | $15.00 | $7.95 | $20.00 | 1% |
| 261 FT |
| $3.00 |
| $9.39 |
| $4.00 |
| 202E98000 REMOVAL MISC.:TRAFFIC DRUMS | 1 LS | $1,200 | $800 | $69.00 |
| 204E10000 SUBGRADE COMPACTION | 259 SY | $1.00 | $5.00 | $1.00 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 1 EACH | $875 | $660 | $685 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 4 SY | $150 | $186 | $202 |
| 659E14000 REPAIR SEEDING AND MULCHING | 285 SY | $1.00 | $1.70 | $0.40 |
| 659E15000 INTER-SEEDING | 285 SY | $1.00 | $1.70 | $0.32 |
| 659E20000 COMMERCIAL FERTILIZER | 0.83 TON | $800 | $300 | $737 |
| 659E35000 WATER | 32 MGAL | $1.00 | $1.50 | $5.00 |
| 204E50000 GEOTEXTILE FABRIC, 712.09, TYPE A | 1,345 SY | $3.00 | $3.70 | $1.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 101 FT | $15.00 | $34.00 | $28.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 1 EACH | $650 | $413 | $250 |
| 304E20000 AGGREGATE BASE | 43 CY | $50.00 | $79.00 | $70.00 |
| 407E10000 TACK COAT | 9 GAL | $40.00 | $25.00 | $3.25 |
| 618E40100 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 172 FT | $30.00 | $4.42 | $30.00 |
| 875E10000 LONGITUDINAL JOINT ADHESIVE | 13 LB | $58.00 | $2.45 | $22.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, ONE-WAY | 3 EACH | $11.00 | $100 | $16.00 |
| 630E85400 REMOVAL OF GROUND MOUNTED MAJOR SIGN AND DISPOSAL | 1 EACH | $50.00 | $100 | $365 |
| 630E86102 REMOVAL OF GROUND MOUNTED STRUCTURAL BEAM SUPPORT | 2 EACH | $250 | $100 | $680 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.04 MILE | $25,000 | $25,000 | $4,211 |
| 642E00204 LANE LINE, 6", TYPE 1 | 0.32 MILE | $3,000 | $3,000 | $4,000 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 16 HOUR | $150 | $92.50 | $68.00 |
| 614E11630 INCREASED BARRIER DELINEATION | 200 FT | $4.00 | $4.00 | $3.00 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,800 | $3,000 | $2,270 |
| 614E12500 REPLACEMENT SIGN | 2 EACH | $192 | $200 | $150 |
| 614E12600 REPLACEMENT DRUM | 5 EACH | $64.00 | $70.00 | $55.00 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, ONE-WAY | 9 EACH | $15.00 | $20.00 | $37.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 9 EACH | $20.00 | $25.00 | $37.00 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 0.32 MILE | $3,000 | $3,000 | $8,075 |
| 614E24000 WORK ZONE DOTTED LINE, CLASS I | 780 FT | $1.00 | $1.00 | $1.50 |
| 616E10000 WATER | 10 MGAL | $1.00 | $1.00 | $180 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 100 LB | $1.60 | $7.00 | $31.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $4,000 | $13,650 | $15,500 |
| 108E30000 CPM PROGRESS SCHEDULE SHORT DURATION PROJECTS | 1 LS | $500 | $5,000 | $8,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $4,500 | $7,000 | $15,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 203E20001 EMBANKMENT, AS PER PLAN | 5,643 CY | $10 | $56k | 14% |
| 624E10000 MOBILIZATION | 1 LS | $46,000 | $46k | 12% |
| 203E10000 EXCAVATION | 4,500 CY | $10 | $45k | 11% |
| 203E35130 GRANULAR MATERIAL, TYPE D | 545 CY | $58 | $32k | 8% |
| 203E35001 GRANULAR EMBANKMENT, AS PER PLAN (NO. 8 AGGREGATE) | 294 CY | $70 | $21k | 5% |
| 832E30000 EROSION CONTROL | 20,000 EACH | $1 | $20k | 5% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 610 FT | $30 | $18k | 5% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 42 CY | $306 | $13k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $12,000 | $12k | 3% |
| 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 | 162 FT | $65 | $11k | 3% |