Is seeking qualified DVBEs
1995 Agua Mansa Road
Riverside, CA 92509
Construction on State Highway 56 in San Diego County - 11-SD-56-5.6
San Diego, San Diego County, CA
09/05/2019 at 02:00
Lead Compliance Plan, Construction Area Signs, Traffic Control System, Type Iii Barricade, Plastic Traffic Drums, Portable Changeable Message Sign (Ea), Temporary Railing (Type K), Temporary Alternative Crash Cushion System, Prepare Storm Water Pollution Prevention Plan, Rain Event Action Plan, Storm Water Sampling And Analysis Day, Storm Water Annual Report, Move-In/Move-Out (Temporary Erosion Control), Temporary Hydraulic Mulch, Temporary Check Dam, Temporary Drainage Inlet Protection, Temporary Fiber Roll, Temporary Construction Entrance, Street Sweeping, Temporary Concrete Washout, Treated Wood Waste, Temporary High-Visibility Fence, Temporary Protection Fence (Rope), Clearing And Grubbing (Ls), Roadway Excavation, Structure Excavation (Bridge), Structure Excavation (Retaining Wall), Structure Backfill (Bridge, Retaining Wall), Roadside Clearing, Weed Germination, Cultivation, Iron Sulfate, Soil Amendment, Packet Fertilizer, Slow-Release Fertilizer, Plant (Group H), Plant (Group K), Plant (Group A), Plant (Group B), Plant Establishment Work, Wood Mulch, Root Barrier, Control And Neutral Conductors, 1" Remote Control Valve, 1 1/2" Remote Control Valve, 2" Remote Control Valve, 2" Remote Control Valve (Master), 2" Wye Strainer Assembly, 18 Station Irrigation Controller, Solar Powered Irrigation Controller, Tree Well Sprinkler Assembly, Riser Sprinkler Assembly (Gear Driven), Pop-Up Sprinkler Assembly (Gear Driven), Pop-Up Sprinkler Assembly, 2" Gate Valve, 1" Plastic Pipe (Schedule 40) (Supply Line), 1 1/4" Plastic Pipe (Schedule 40) (Supply Line), 1 1/2" Plastic Pipe (Schedule 40) (Supply Line), 2" Plastic Pipe (Schedule 40) (Supply Line), 2 1/2" Plastic Pipe (Schedule 40) (Supply Line), 3" Plastic Pipe (Class 315) (Supply Line), Temporary Irrigation Supply Line, Pressure Regulating Valve, Quick Coupling Valve, Check Valve, 2" Ball Valve (Cross Connection Control Test Station), PVC Pipe Conduit (Sleeve), 8" Corrugated High Density Polyethylene Pipe Conduit, Fiber Rolls, Finishing Roadway, Class 2 Aggregate Base (Cy), Hot Mix Asphalt (Type A), Tack Coat, Cold Plane Asphalt Concrete Pavement, Retaining Wall (Masonry Wall), 36" Cast-In-Drilled-Hole Concrete Piling, Prestressing Cast-In-Place Concrete, Structural Concrete, Bridge Footing, Structural Concrete, Bridge, Structural Concrete, Bridge (Polymer Fiber), Structural Concrete, Retaining Wall, Structural Concrete, Approach Slab (Type N), Structural Concrete, Drainage Inlet, Minor Concrete (Minor Structure), Fractured Rib Texture, Joint Seal (Mr 2"), Bar Reinforcing Steel (Bridge), Bar Reinforcing Steel (Retaining Wall), Bar Reinforcing Steel (Galvanized), 18" Reinforced Concrete Pipe, 24" Reinforced Concrete Pipe, 3" Plastic Pipe Underdrain, 8" Perforated Plastic Pipe Underdrain, Drainage Inlet Marker, Number 57 Drainage Stone, Number 8 Stone, Biofiltration Soil Media, Concrete Sand, 36" Precast Concrete Pipe Riser, Remove Culvert (Lf), Remove Pipe, Remove Inlet, Modify Inlet, Remove Concrete (Channel), Concrete (Slope Protection), Concrete (Channel Lining), Slope Paving (Rock Cobble), Minor Concrete (Curb), Minor Concrete (Sidewalk), Remove Concrete Curb, Remove Concrete Sidewalk, Pre/Post Construction Surveys, Miscellaneous Iron And Steel, Manhole Frame And Cover, Miscellaneous Metal (Bridge), 16" Polyvinyl Chloride American Water Works Association C905 Dr18 Pipe, 6" Blow Off Assembly, 16" Butterfly Valve Class 250, Water Valve Bypass Assembly, 16" Ductile Iron Grooved End Coupling For American Water Works Association C151 With Deflection, 16" Ductile Iron Pipe (Thickness Class 53), 16" Ductile Iron 45 Elbow Mechanical Joint X Plain End, 16" Ductile Iron 45 Elbow Mechanical Joint X Mechanical Joint, 16" Ductile Iron 22.5 Elbow Mechanical Joint X Mechanical Joint, 16" Ductile Iron 11.25 Elbow Mechanical Joint X Mechanical Joint, Anchor Block 14 Sqft Bearing Area, 2" Air And Vacuum Valve Assembly, Concrete Thrust Block, 30" Id X 0.5" Wall Thickness Steel Pipe (Casing Pipe), 16" Ductile Iron Flexible Expansion Joint, 16" X 12" Reducer Mechanical Joint X Mechanical Joint With Joint Restraint, 16" Ductile Iron Mechanical Joint Sleeve, 16" American Water Works Association Coupling X Flange Adapter, 16" X 1/2" Thick Spacer Ring Flange, Insulated Flange Joint, At Grade Test Station, 32 Lb Magnesium Anode, Standard Alloy, Prepare And Paint Concrete, Anti-Graffiti Coating, Temporary Fence (Type Cl-6), Chain Link Fence (Type Cl-6), 4' Chain Link Gate (Type Cl-6), Remove Fence, Guard Railing Delineator, Pavement Marker (Retroreflective), Remove Roadside Sign, Relocate Roadside Sign, Furnish Formed Panel Sign (Roadside), Roadside Sign - One Post, Midwest Guardrail System (Steel Post), Vegetation Control (Minor Concrete), Chain Link Railing (Type 7 Modified), Pipe Handrailing, Double Midwest Guardrail System (Steel Post), Rail Tensioning Assembly, End Anchor Assembly (Type Sft), Severe-Duty Crash Cushion, Concrete Barrier (Type 732sw Modified), Remove Guardrail, Remove Concrete Barrier, Thermoplastic Traffic Stripe, Modifying Existing Electrical System
Requirements: Skanska is an Equal Opportunity Employer and is requesting quotes from all qualified subcontractors and suppliers. Skanska will assist qualified subcontractors, vendors, & suppliers in obtaining bonding, lines of credit, insurance, necessary equipment, materials and/or supplies. If you are a DBE/DVBE/SBE Company, please provide your certification letter with your proposal. If you are a non-DBE/DVBE/SBE, please indicate all lower-tier participation on your quotation as it will be evaluated with your price. In order to assist DBE/DVBE/SBE subcontractors and suppliers, we will divide total requirements into smaller packages, tasks or quantities & establish delivery & construction schedules which will permit maximum participation when feasible. Subcontracting Requirements: Skanska's insurance requirements are Commercial General Liability (GL): $1M ea. occ., $1M personal injury, $2M products & completed operations agg. & general agg.; $1M Auto Liability; $5M Excess/Umbrella and $1M Workers Comp. Endorsements and waivers required are the Additional Insured,, & a Waiver of Subrogation (GL & WC). Other insurance requirements may be necessary per scope or RFP requirement. Subcontractors may be required to furnish performance & payment bonds in the full amount of their subcontract by an admitted surety & subject to approval by Skanska will pay bond premium up to 1%. Quotations must be valid for the same duration as specified by the Owner for contract award. Conditions or exceptions in Subcontractor's quote are expressly rejected unless accepted in writing. Skanska is signatory to the Operating Engineers, Laborers, Cement Masons, & Carpenters Unions. Subcontractors must provide weekly, one original and one copy of all certified payrolls, including non-performance and fringe benefit statements if required by law or by the Prime Contract. Please note that all Contractors and Subcontractors must register with The DIR (Department of Industrial Relations) in order to bid on public works projects. Include CSLB License Number and DIR Number on All Quotes Submitted.
Skanska USA Civil West California District is an Equal Opportunity/Affirmative Action Employer
Estimating Department: 1995 Agua Mansa Rd, Riverside, CA 92509
Phone: (951) 684-5360, Fax: (951) 788-2449
Lead Estimator: Cody Crow Email: email@example.com
This contractor and subcontractor(s) shall abide by the requirements of 41 CFR 60-300.5(a) and 60-741.5(a). These regulations prohibit discrimination against qualified individuals on the basis of protected veteran status or disability, and require affirmative action by covered prime contractors and subcontractors to employ and advance in employment qualified protected veterans and individuals with disabilities.
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1995 Agua Mansa Road
Riverside, CA 92509