Griffith Vanguard JV
Griffith Vanguard J.V is requesting quotes from all qualified subcontractors and suppliers including certified DBE for the following project:
Owner: Caltrans Contract No. 06-0W9204
Project: Construction on State Highway in Kern County Near Grapevine from 0.3 miles South of Grapevine Creek Bridge to 0.5 mile North of Grapevine Road Undercrossing
The DBE Contract goal is 20 percent.
Bids open Tuesday, November 4, 2025, at 2:00 PM
General work description: Rdwy Exc, CRCP, JPCP, HMA, Temp barrier system, and aggregate subbase.
Plans & Specs: https://www.dropbox.com/scl/fo/z7jo8976ypjpfvqoria1h/AE5dxLyy3T72
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Scope of Work: Lead Compliance Plan, Level 2 Critical Path Method Schedule, Time-Related Overhead, Dispute Resolution Board On-Site Meeting, Hourly Off-Site Dispute-Resolution- Board-Related Tasks, Safety Quality Control Manager, Construction Area Signs, Traffic Control System, Flashing Arrow Sign, Type Iii Barricade, Temporary Pavement Marking (Paint), Temporary Traffic Stripe (Paint), Channelizer (Surface Mounted), Portable Lighting Systems, Temporary Pavement Marker, Temporary Barrier System, Portable Changeable Message Sign (Ls), Temporary Crash Cushion Tl-3, Temporary Traffic Screen, Temporary Radar Speed Feedback Sign System, Job Site Management, SWPPP, Stormwater Sampling And Analysis Day, Stormwater Annual Report, Move-In/Move-Out (Temporary Erosion Control), Temporary Hydraulic Mulch, Temporary Soil Binder, Temporary Drainage Inlet Protection, Temporary Fiber Roll, Temporary Construction Entrance, Street Sweeping, Temporary Concrete Washout, Treated Wood Waste, Temporary High-Visibility Fence, Clearing And Grubbing (Ls), Roadway Excavation, Move-In/Move-Out (Erosion Control), Hydromulch, Fiber Rolls, Hydroseed, Compost, Incorporate Materials, Cement Stabilized Soil, Class 2 Aggregate Subbase, Class 2 Aggregate Base, Hot Mix Asphalt (Type A), Rubberized Hot Mix Asphalt-Open Graded (Open Graded Friction Course), 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, Continuously Reinforced Concrete Pavement, Jointed Plain Concrete Pavement, (F) - Structural Concrete, Drainage Inlet, (F) - Concrete Backfill (Pipe Trench), 24" Reinforced Concrete Pipe, 36" Reinforced Concrete Pipe, 18" Corrugated Steel Pipe (.064" Thick), 24" Corrugated Steel Pipe (.079" Thick), 42" Corrugated Steel Pipe, 18" Perforated Steel Pipe Underdrain, 10" Corrugated Steel Pipe Downdrain, 12" Corrugated Steel Pipe Downdrain (.064" Thick), 18" Corrugated Steel Pipe Downdrain (.064" Thick), 24" Corrugated Steel Pipe Downdrain (.064" Thick), 12" Entrance Taper, 18" Entrance Taper, 24" Entrance Taper, 24" Steel Flared End Section, 24" Concrete Flared End Section, 36" Concrete Flared End Section, Remove Entrance Taper, Remove Overside Drain, Remove Culvert (Lf), Remove Downdrain (Ea), Remove Inlet, Adjust Inlet, 42" Cured-In-Place Pipeliner, 24" Cementitious Pipeliner, 36" Cementitious Pipeliner, Rock Slope Protection (20 Lb, Class I, Method B) (Cy), Rock Slope Protection Fabric (Class 8), Minor Concrete (Miscellaneous Construction), (F) - Miscellaneous Iron And Steel, Survey Monument (Type A), Remove Pavement Marker, Delineator (Class 1), Guard Railing Delineator, Pavement Marker (Retroreflective- Recessed), Treatment Best Management Practice Marker, Object Marker, Remove Roadside Sign, Remove Roadside Sign Panel, Furnish Laminated Panel Sign (1"-Type A), Furnish Laminated Panel Sign (1"-Type B), Furnish Laminated Panel Sign (2 1/2"-Type H), Furnish Single Sheet Aluminum Sign (0.063"-Unframed), Furnish Single Sheet Aluminum Sign (0.080"-Unframed), Furnish Single Sheet Aluminum Sign (0.063"-Framed), Furnish Single Sheet Aluminum Sign (0.080"-Framed), Roadside Sign - One Post, Roadside Sign - Two Post, Install Sign (Strap And Saddle Bracket Method), Install Sign Panel On Existing Frame, Install Roadside Sign Panel On Existing Post, Install Roadside Sign (Laminated Wood Box Post), Furnish Laminated Wood Box Post (Type M), Midwest Guardrail System (Steel Post), Vegetation Control (Minor Concrete), Single Thrie Beam Barrier (Type M), Transition Railing (Type Agt), End Anchor Assembly (Type Sft-M), Alternative In-Line Terminal Tl-3, Buried Post End Anchor (Type B-F), Alternative Crash Cushion Tl-3, Concrete Barrier (Type 60Mc), Concrete Barrier (Type 60Ms), (F) - Concrete Barrier Transition, Remove Guardrail, Remove Concrete Barrier, 6" Paint Traffic Stripe (2-Coat), Paint Pavement Marking (2-Coat), 12" Paint Traffic Stripe (2-Coat), Remove Painted Traffic Stripe, 12" Rumble Strip (Asphalt Concrete Pavement), 12" Rumble Strip (Concrete Pavement), Contrast Stripe Paint (1-Coat), 6" Paint Traffic Stripe (2-Coat) (Broken 17-7), 6" Paint Traffic Stripe (2-Coat) (Broken 36-12), 8" Paint Traffic Stripe (2-Coat), 8" Paint Traffic Stripe (2-Coat) (Broken 12-3), Modifying Roadside Weather Information Systems, Modifying Camera Systems, Modifying Traffic Monitoring Stations, Removing Sign Illumination Systems, Mobilization
Requirements: Griffith Vanguard J.V is signatory to Operating Engineers, Laborers, Teamsters, Cement Masons, and Carpenters Unions. 100% performance and payment bonds required for the full amount of the subcontract price. Subcontractors must possess a current contractor’s license, insurance and worker’s compensation insurance coverage meeting Griffith’s requirements. A copy of the insurance requirements and agreements can be obtained by contacting the Estimator. Please call if you need assistance in obtaining bonding, insurance, equipment, materials, and/or supplies. Griffith Company intends to work cooperatively with all qualified firms seeking work on this project. Griffith Company is an Equal Opportunity Employer. Griffith Company will work with interested subcontractors to identify opportunities to break down items into economically feasible packages.
Griffith Vanguard J.V
1128 Carrier Parkway Avenue Bakersfield, CA 93308
Phone: 661-392-6640 Fax: 661-393-9525 |
