LAK-IR 90-02.93 Slope
LAK County · est $3.2M
Bid dateThursday, March 27—
LAK County · est $3.2M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 44 more items below.
| Item | Quantity | R1Great Lakes Construction CO | R2Great Lakes Crushing LTD | % of bid |
|---|---|---|---|---|
| AA1 524E94803 DRILLED SHAFTS, 42" DIAMETER, ABOVE BEDROCK, AS PE | 2,681.27 FT | $233 | $175 | 14% |
| AA1 507E00400 STEEL PILES, MISC.: W24x146, FURNISHED (ALTERNATE | 4,003 FT | $147 | $200 | 13% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $536,000 | $525,000 | 12% |
| 524E95000 DRILLED SHAFTS, MISC.:PLUG PILE 36" DIAMETER, UNRE | 2,146 FT | $235 | $175 | 11% |
| 530E51100 SPECIAL - RETAINING WALL, SOIL NAIL | 240 EACH | $1,715 | $2,500 | 9% |
| AA1 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 1,440 FT | $233 | $350 | 8% |
| 203E98500 ROADWAY, MISC.:CONTRACTOR ACCESS | 1 LS | $335,000 | $446,000 | 8% |
| 624E10000 MOBILIZATION | 1 LS | $232,000 | $100,000 | 5% |
| 503E21100 UNCLASSIFIED EXCAVATION | 2,345 CY | $70.00 | $25.00 | 4% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $150,000 | $75,000 | 3% |
| 520E10000 PNEUMATICALLY PLACED CONCRETE SHOTCRETE | 3,476 SF | $38.60 | $30.00 | 3% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $75,000 | $75,000 | 2% |
| 619E16011 FIELD OFFICE, TYPE B, AS PER PLAN | 12 MNTH | $4,750 | $3,500 | 1% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 850 FT | $60.00 | $50.00 | 1% |
| 614E12801 WORK ZONE RAISED PAVEMENT MARKER, AS PER PLAN | 825 EACH | $52.69 | $10.00 | 1% |
| 203E10000 EXCAVATION | 1,116 CY | $32.00 | $60.00 | 1% |
| 832E30000 EROSION CONTROL | 35,000 EACH | $1.00 | $1.00 | 1% |
| 601E32110 ROCK CHANNEL PROTECTION, TYPE B WITH AGGREGATE FIL | 228 CY | $150 | $250 | 1% |
| 602E20001 CONCRETE MASONRY, AS PER PLAN | 8.64 CY | $3,900 | $2,500 | 1% |
| 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 195 SY | $150 | $200 | 1% |
| Item | Quantity | R1Great Lakes Construction CO | R2Great Lakes Crushing LTD |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $25,000 | $10,000 |
| 202E20011 HEADWALL REMOVED, AS PER PLAN | 2 EACH | $3,000 | $500 |
| 202E23000 PAVEMENT REMOVED | 51 SY | $70.00 | $25.00 |
| 202E34900 PIPE REMOVED | 50 FT | $55.00 | $100 |
| 202E38000 GUARDRAIL REMOVED | 100 FT | $5.40 | $10.00 |
| 203E20000 EMBANKMENT | 100 CY | $30.00 | $100 |
| 209E15001 RESHAPING UNDER GUARDRAIL, AS PER PLAN | 1 STA | $650 |
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 →
| $10,000 |
| 606E15050 GUARDRAIL, TYPE MGS | 100 FT | $53.20 | $75.00 |
| 601E38000 PAVED GUTTER, TYPE 1-4 | 96 FT | $125 | $75.00 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $300 | $500 |
| 659E00300 TOPSOIL | 522 CY | $40.00 | $35.00 |
| 659E10000 SEEDING AND MULCHING | 4,698 SY | $0.95 | $10.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 235 SY | $2.00 | $10.00 |
| 659E15000 INTER-SEEDING | 235 SY | $0.25 | $10.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.63 TON | $1,500 | $10,000 |
| 659E31000 LIME | 0.98 ACRE | $50.00 | $10,000 |
| 659E35000 WATER | 25.37 MGAL | $1.00 | $10.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $3,500 | $15,000 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $21,500 | $7,500 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $18,000 | $35,000 |
| 602E20000 CONCRETE MASONRY | 0.76 CY | $5,700 | $1,500 |
| 611E16201 36" CONDUIT, TYPE A, AS PER PLAN, 707.04 (0.138) | 50 FT | $500 | $500 |
| 611E97300 CONDUIT, MISC.: PACP INSPECTION | 1 LS | $5,500 | $5,000 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.0" DEPTH) | 62 SY | $150 | $200 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.5" DEPTH) | 834 SY | $8.00 | $35.00 |
| 407E20000 NON-TRACKING TACK COAT | 75 GAL | $2.00 | $25.00 |
| 441E70801 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (4 CY | $1,000 | $2,000 |
| 442E22101 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 35 CY | $430 | $1,500 |
| 618E40600 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 0.57 MILE | $10,500 | $25,000 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 100 HOUR | $100 | $125 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,500 | $4,500 |
| 614E12500 REPLACEMENT SIGN | 5 EACH | $180 | $200 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (ONE-WAY OR BI-DIRECTION | 18 EACH | $15.00 | $20.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 18 EACH | $24.00 | $30.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 12 SNMT | $950 | $1,500 |
| 616E10000 WATER | 22 MGAL | $50.00 | $10.00 |
| 507E00400 STEEL PILES, MISC.:W24x 207, FURNISHED | 94.19 FT | $220 | $100 |
| 509E10001 EPOXY COATED STEEL REINFORCEMENT, AS PER PLAN | 1,456 LB | $3.40 | $5.00 |
| 518E20000 PREFABRICATED GEOCOMPOSITE DRAIN | 386 SY | $20.00 | $50.00 |
| 518E39800 4" PERFORATED CORRUGATED PLASTIC PIPE | 156 FT | $40.00 | $50.00 |
| 530E51110 SPECIAL - RETAINING WALL, SOIL NAIL VERIFICATION T | 3 EACH | $2,000 | $6,000 |
| 530E51120 SPECIAL - RETAINING WALL, SOIL NAIL PROOF TEST | 6 EACH | $400 | $1,200 |
| 108E10000 CPM PROGRESS SCHEDULE | 1 LS | $550 | $15,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $20,000 | $50,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| AA1 524E94803 DRILLED SHAFTS, 42" DIAMETER, ABOVE BEDROCK, AS PE | 2,681.27 FT | $233 | $625k | 13% |
| AA1 507E00400 STEEL PILES, MISC.: W24x146, FURNISHED (ALTERNATE | 4,003 FT | $147 | $588k | 12% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $536,000 | $536k | 11% |
| 524E95000 DRILLED SHAFTS, MISC.:PLUG PILE 36" DIAMETER, UNRE | 2,146 FT | $235 | $504k | 11% |
| 530E51100 SPECIAL - RETAINING WALL, SOIL NAIL | 240 EACH | $1,715 | $412k | 9% |
| AA1 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 1,440 FT | $233 | $336k | 7% |
| 203E98500 ROADWAY, MISC.:CONTRACTOR ACCESS | 1 LS | $335,000 | $335k | 7% |
| 624E10000 MOBILIZATION | 1 LS | $232,000 | $232k | 5% |
| 503E21100 UNCLASSIFIED EXCAVATION | 2,345 CY | $70 | $164k | 3% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $150,000 | $150k | 3% |