Advertisement date May 5, 2025 @ 2:45 p.m. through bid opening date

Griffith Company Requests Sub-bids from All Qualified & Certified DBE Subcontractors/Suppliers for:Contracting Agency: Caltrans No. 07-319604
Project: Construction on State Highway in The City and County of Ventura on Route 1 From 1.8 Miles North Of Route 1/33 Separation To 2.0 Miles South of A Lease Canyon Road and On Route 101 From 0.4 Mile North Of Dulah Road Undercrossing To San Miguelito Road Undercrossing
Bid Date: June 18, 2025, at 2:00 PM
DBE Goal: 19%
Engineers Estimate: $42,000,000
Plans & Specs can be viewed for free online at: https://www.dropbox.com/scl/fo/4yb1t2rmnds1x9r2krpsu/AETQb7wfyVBD
yTrB4qPbqyA?rlkey=5szmcwr6cmp5ydth7qbfef385&st=2ms7vsx5&dl=0

General work description:  Remove and construct bridge.

Quotes for Services and Supplies requested for the following items for bid including, but not limited to: Lead Compliance Plan, Time-Related Overhead (Wday), Dispute Resolution Board On-Site Meeting, Hourly Off-Site Dispute-Resolution- Board-Related Tasks, Develop Water Supply, Construction Area Signs, Traffic Control System, Type Iii Barricade, Channelizer (Surface Mounted), Portable Radar Speed Feedback Sign System, Temporary Barrier System (Mash Tl-3), Temporary Crash Cushion Tl-3, Temporary Traffic Screen, Temporary Radar Speed Feedback Sign System, Job Site Management, Stormwater Pollution Prevention Plan, Stormwater Sampling And Analysis Day, Stormwater Annual Report, Temporary Mulch, Temporary Fiber Roll, Temporary Gravel Bag Berm, Street Sweeping, Temporary Concrete Washout, Asbestos Compliance Plan, Remove Yellow Thermoplastic Traffic Stripe (Hazardous Waste), Treated Wood Waste, Invasive Species Control, Remove Concrete (Cy), Temporary High-Visibility Fence, Temporary Protection Fence (Rope), Clearing And Grubbing (Ls), Roadway Excavation, Roadway Excavation (Type Z-2) (Aerially Deposited Lead), (F) - Structure Excavation (Bridge), (F) - Structure Excavation (Retaining Wall), (F) - Structure Excavation (Soldier Pile Wall), (F) - Structure Backfill (Bridge), (F) - Structure Backfill (Slurry Cement), (F) - Structure Backfill (Retaining Wall), (F) - Structure Backfill (Soldier Pile Wall), (F) - Concrete Backfill (Soldier Pile Wall), (F) - Lean Concrete Backfill, Imported Borrow (Cy), Roadside Clearing, Prune Existing Plants, Iron Sulfate (Lb), Soil Amendment, Packet Fertilizer, Plant (Group A), Plant (Group U), Tree Protection, Maintain Existing Planted Areas, Plant Establishment Work, Wood Mulch, Temporary Irrigation System, Tree Well Sprinkler Assembly, Cam Coupler Assembly, (F) - 1" Plastic Pipe (Schedule 40) (Supply Line), Hydromulch, Hydroseed, Compost (Cy), Class 3 Aggregate Base (Cy), Lean Concrete Base, Tack Coat (Seal), Hot Mix Asphalt (Type A), Rubberized Hot Mix Asphalt (Gap Graded), Place Hot Mix Asphalt Dike (Type F), Remove Asphalt Concrete Pavement (Cy), Remove Asphalt Concrete Dike, Cold Plane Asphalt Concrete Pavement, Jointed Plain Concrete Pavement, Ground Anchor (Subhorizontal), Temporary Pedestrian Bridge, Temporary Shoring, 1" Thick Minimum Shoring Plate, Steel Soldier Pile (2 - W 18 X 50), 36" Drilled Hole, 114" Permanent Steel Casing, 72" Permanent Corrugated Metal Pipe Casing, 120" Permanent Corrugated Metal Pipe Casing, 60" Cast-In-Drilled-Hole Concrete Piling, 72" Cast-In-Drilled-Hole Concrete Piling, 108" Cast-In-Drilled-Hole Concrete Piling, 114" Cast-In-Drilled-Hole Concrete Piling, 120" Cast-In-Drilled-Hole Concrete Piling, Prestressing Cast-In-Place Concrete, (F) - Structural Concrete, Bridge Footing, (F) - Structural Concrete, Bridge, (F) - Structural Concrete, Bridge (Polymer Fiber), (F) - Structural Concrete, Bridge (Polymer Fiber, Lightweight), (F) - Structural Concrete, Retaining Wall, (F) - Structural Concrete, Wall Facing, (F) - Structural Concrete, Approach Slab (Type N), (F) - Minor Concrete (Minor Structure), Concrete Surface Texture (Formed Relief), Drill And Bond Dowel, Furnish Precast Prestressed Concrete Slab (Type Siii Modified), (F) - Erect Precast Concrete Deck Unit, Pipe Pin, Joint Seal (Mr 1/2"), Joint Seal Assembly (Mr 4"), (F) - Bar Reinforcing Steel (Retaining Wall, Epoxy Coated), (F) - Bar Reinforcing Steel (Wall Facing, Epoxy Coated), (F) - Bar Reinforcing Steel (Bridge, Epoxy Coated), (F) - Bar Reinforcing Steel (Galvanized), (F) - Timber Lagging, Clean And Paint Steel Soldier Piling, Remove Retaining Wall (Portion) (Cy), Temporary Bridge (Bridge Removal), Prepare Concrete Bridge Deck Surface, Furnish Polyester Concrete Overlay, (F) - Place Polyester Concrete Overlay, Bridge Removal, Dpp Infiltration Area (Rock Infill), 8" Welded Steel Pipe Casing (Bridge), Remove Inlet, Rock Slope Protection (150 Lb, Class Iii, Method B) (Cy), Minor Concrete (Gutter) (Lf), (F) - Isolation Casing (Corrugated Steel Pipe), (F) - Isolation Casing (Non-Corrugated Steel Pipe), (F) - Miscellaneous Metal (Bridge), Prepare And Stain Concrete, Chain Link Gate (Sliding), Remove Pavement Marker, Guard Railing Delineator, Pavement Marker (Retroreflective), Treatment Best Management Practice Marker, Remove Roadside Sign (Wood Post), Remove Roadside Sign (Metal Post), Remove Roadside Sign Panel, Furnish Single Sheet Aluminum Sign (0.063"-Unframed), Furnish Single Sheet Aluminum Sign (0.080"-Unframed), Furnish Single Sheet Aluminum Sign (0.080"-Framed), Metal (Barrier Mounted Sign), Roadside Sign - One Post, Install Sign (Strap And Saddle Bracket Method), Install Sign (Mast-Arm Hanger Method), Install Roadside Sign Panel On Existing Post, Midwest Guardrail System (Steel Post), Midwest Guardrail System (Wood Post), Vegetation Control (Minor Concrete), (F) - Chain Link Railing (Type 7 Modified), (F) - Pedestrian Railing With Chain Link Railing Type 7 (Modified), (F) - Pipe Handrailing, 2' Pedestrian Railing, 4' Pedestrian Railing, (F) - Pedestrian Railing, (F) - Cable Railing, Transition Railing (Type Agt), End Cap (Type Tc), End Anchor Assembly (Type Sft-M), Alternative In-Line Terminal Tl-3, Alternative Crash Cushion Tl-3, (F) - Concrete Barrier (Type 86H Modified), Concrete Barrier Type 86Hb (Mod2), Concrete Barrier Type 86Hb (Mod3), (F) - Concrete Barrier (Type 86Ha Modified), Concrete Barrier Type 86Hb (Mod4), Remove Guardrail, Reconstruct Guardrail, Remove Concrete Barrier (Type K), Thermoplastic Pavement Marking (Enhanced Wet Night Visibility), Preformed Thermoplastic Pavement Marking, 6" Thermoplastic Traffic Stripe (Enhanced Wet Night Visibility) (Broken 17-7), Paint Pavement Marking (1-Coat), 6" Thermoplastic Traffic Stripe (Enhanced Wet Night Visibility), 6" Thermoplastic Traffic Stripe (Enhanced Wet Night Visibility) (Broken 8- 4), Remove Thermoplastic Traffic Stripe, Remove Thermoplastic Pavement Marking, Methyl Methacrylate Paint Traffic Stripe Crosswalk And Pavement Marking, 6" Traffic Stripe Tape With Contrast (Warranty), 6" Traffic Stripe Tape With Contrast (Warranty) (Broken 17-7), Pedestrian Hybrid Beacon Systems, Temporary Lighting Systems, 1 1/2" Conduit (Bridge), Modifying Lighting Systems, 2" Conduit (Bridge), 4" Conduit (Bridge), Equipment Rental, Trucking

Requirements: Griffith Company 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 Company
License 88
3050 E. Birch Street,  Brea CA 92821
Phone 714/984-5500 Fax 714/854-0228

Published by Contractor’s Estimate, Inc.
Located at http://www.contractorsestimate.com
This advertisement will run through the bid date.