Construction on State highway 20 in Lake County about 6 miles West of Upper Lake from 0.6 mile West of Irvine Ave to 0.1 mile East of Mid Lake Road. 01-LAK-20-2.0/2.8.
Granite Construction Company (Granite) is requesting quotes from all qualified subcontractors and suppliers including certified DBE firms for the following items of work, including but not limited to Lead Compliance Plan, Renewable Diesel Report, Trucking, Develop Water Supply, Construction Area Signs, Traffic Control System, Type III Barricade, Temporary Pavement Markings, Temporary Traffic Stripe, Channelizer, Portable Signal Systems, Temporary Railing (Type K), Alternative Temporary Crash Cushion Tl-3, Automated Flagger Assistance Device, Job Site Management, Prepare Storm Water Pollution Prevention Plan, Rain Event Action Plan, Storm Water Sampling and Analysis, Storm Water Annual Report, Temporary Hydraulic Mulch (Bonded Fiber Matrix), Temporary Cover, Temporary Check Dam, Temporary Drainage Inlet Protection, Temporary Fiber Roll, Temporary Silt Fence, Temporary Construction Entrance, Street Sweeping, Temporary Concrete Washout, Water Quality Sampling and Analysis, Water Quality Monitoring Report, Water Quality Annual Report, Treated Wood Waste, Contractor-Supplied Biologist, Temporary High-Visibility Fence, Clearing And Grubbing, Roadway Excavation, Rock Excavation, Shoulder Backing, Structure Excavation (Soldier Pile Wall), Structure Excavation (Soil Nail Wall), Structure Backfill (Soil Nail Wall), Structure Backfill (Soldier Pile Wall), Concrete Backfill (Soldier Pile Wall), Lean Concrete Backfill, Rolled Erosion Control Product (Netting), Hydromulch (HBGM), Hydromulch (FRM), Compost, Incorporate Materials, Permanent Erosion Control Establishment Work, Class 2 Aggregate Base, Hot Mix Asphalt (Type A), Rubberized Hot Mix Asphalt (Gap Graded), Asphalt Binder (Geosynthetic Pavement Interlayer), Geosynthetic Pavement Interlayer (Paving Fabric), Place Hot Mix Asphalt Dike (Type F), Tack Coat, Cold Plane Asphalt Concrete Pavement, Soil Nail, Steel Soldier Pile (Hp 14 X 73), 30″ Drilled Hole, Structural Concrete: Retaining Wall, Box Culvert, Drainage Inlet, Minor Concrete (Backfill), Concrete Surface Texture (Split Slate), Bar Reinforcing Steel: Soil Nail Wall, Wall Facing, Box Culvert. Sculpted Shotcrete, Structural Shotcrete, Timber Lagging, Clean & Paint Steel Soldier Piling, Remove Retaining Wall, Wingwalls (Type A), 24″ Alternative Pipe Culvert, 24″ Anchor Assembly, 24″ Alternative Pipe Downdrain, Remove Culvert, Remove Downdrain, Remove Inlet, Concrete (Concrete Apron), Rock Slope Protection (1/2 T, Class VII, Method A), Rock Slope Protection (1/4 T, Class V, Method B) (Cy), Rock Slope Protection (300 LB, Class Iv, Method B), Rock Slope Protection (150 LB, Class III, Method B), Concreted-Rock Slope Protection (1/2 T, Class VII, Method A), Rock Slope Protection Fabric (Class 8), Minor Concrete (Curb), Minor Concrete (Gutter), Miscellaneous Iron and Steel, Prepare and Stain Concrete, Prepare and Stain Shotcrete, Cable Net Drapery System, Double 6.5′ Pipe Gate, Delineator (Class 1), Pavement Marker (Retroreflective- Recessed), Marker (Culvert), Object Marker (Type P), Remove Marker, Remove Roadside Sign, Reset Roadside Sign, Relocate Roadside Sign, Midwest Guardrail System (Steel Post), Vegetation Control (Minor Concrete), Rail Element Wall, Cable Railing, Alternative In-Line Terminal System, Concrete Barrier (Type 60md), Reconstruct Guardrail, Thermoplastic Pavement Marking (Enhanced Wet Night Visibility), 6″ Thermoplastic Traffic Stripe (Enhanced Wet Night Visibility) (Broken 12-3), 6″ Thermoplastic Traffic Stripe (Enhanced Wet Night Visibility), 8″ Thermoplastic Traffic Stripe (Enhanced Wet Night Visibility), 12″ Rumble Strip (Asphalt Concrete Pavement).