Caltrans Project No. 10-1C1804 Federal Aid No. ACNH-P099(617)
Project Name: CONSTRUCTION ON STATE HIGHWAY IN MERCED AND
STANISLAUS COUNTIES NEAR TURLOCK FROM 0.3 MILE NORTH OF BRADBURY ROAD
OVERCROSSING TO 0.2 MILE NORTH OF STANISLAUS COUNTY LINE.
Project Description: Replace shoulder with hot mix asphalt and replace concrete pavement
DBE goal 9%
Project Location: District-County-Route-Post Mile: 10-Mer,Sta-99-R35.9/R37.3,R0.0/R0.2
BID DATE:Wednesday, October 25, 2017
Engineers Estimate: $12,600,000.00
Complete the work within 210 working days.
This request includes the following but not limited to: Lead Compliance Plan, Progress Schedule (Critical Path Method), Time-Related Overhead (Wday), Construction Area Signs, Traffic Control System, Temporary Traffic Stripe (Paint), Channelizer (Surface Mounted), Portable Changeable Message Sign (Ls), Temporary Railing (Type K), Temporary Crash Cushion Module, Job Site Management, Prepare Storm Water Pollution Prevention Plan, Storm Water Annual Report, Temporary Cover, Temporary Check Dam, Temporary Drainage Inlet Protection, Temporary Fiber Roll, Temporary Gravel Bag Berm, Temporary Silt Fence, Street Sweeping, Temporary Concrete Washout, Remove Yellow Thermoplastic Traffic Stripe (Hazardous Waste), Treated Wood Waste, Clearing And Grubbing (Ls), Dust Palliative, Roadway Excavation, Shoulder Backing, Class 2 Aggregate Subbase, Class 2 Aggregate Base (Cy), Replace Base, Prepaving Inertial Profiler, Prepaving Grinding Day, Hot Mix Asphalt (Type A), Rubberized Hot Mix Asphalt (Gap Graded), Place Hot Mix Asphalt Dike (Type A), Place Hot Mix Asphalt Dike (Type C), Place Hot Mix Asphalt Dike (Type E), Place Hot Mix Asphalt Dike (Type F), Place Hot Mix Asphalt (Miscellaneous Area), Tack Coat, Remove Asphalt Concrete Dike, Cold Plane Asphalt Concrete Pavement, Continuously Reinforced Concrete Pavement, Drill And Bond (Dowel Bar), Individual Slab Replacement (Rsc), Joint Seal (Silicone), Remove Concrete Pavement (Sqyd), Grind Existing Concrete Pavement, Structural Concrete, Drainage Inlet, 18" Alternative Pipe Culvert, 24" Alternative Pipe Culvert, 8" Corrugated Steel Pipe Down drain (.079" Thick), Inlet Depression, Remove Culvert (Lf), Remove Edge Drain, Remove Inlet, Rock Slope Protection (20 Lb, Class I, Method B) (Cy), Rock Slope Protection Fabric (Class 8), Miscellaneous Iron And Steel, Remove Pavement Marker, Delineator (Class 1), Guard Railing Delineator, Pavement Marker (Retroreflective), Object Marker (Type L-1), Midwest Guardrail System (Steel Post), Vegetation Control (Minor Concrete), Transition Railing (Type Wb-31), End Anchor Assembly (Type Sft), Alternative Flared Terminal System, Concrete Barrier Transition, Remove Guardrail, Thermoplastic Pavement Marking (Enhanced Wet Night Visibility), 6" Thermoplastic Traffic Stripe (Enhanced Wet Night Visibility) (Broken 18-12), 6" Thermoplastic Traffic Stripe (Enhanced Wet Night Visibility) (Broken 36-12), 6" Traffic Contrast Stripe Black Paint, 6" Traffic Contrast Stripe Black Paint (Broken 18-12), 2" Traffic Contrast Stripe Black Paint, 6" Thermoplastic Traffic Stripe (Enhanced WET NIGHT VISIBILITY)8" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY), REMOVE PAINTED TRAFFIC STRIPE, REMOVE PAINTED PAVEMENT MARKING, REMOVE PAINTED PAVEMENT MARKING, REMOVE PAINTED PAVEMENT MARKING, 12" RUMBLE STRIP (CONCRETE PAVEMENT), MAINTAINING EXISTING TRAFFIC MANAGEMENT SYSTEM ELEMENTS DURING CONSTRUCTION, MODIFYING EXISTING ELECTRICAL SYSTEM, MOBILIZATION.