Advertisement date February 28th, 2024 @ 12:45 p.m. through bid opening date

Griffith Company Requests Sub-bids from All Qualified & Certified DBE Subcontractors/Suppliers for:
Contracting Agency: Caltrans No. 06-0U5004
Project: Construction on State Highway In Kern County At And Near Wheeler Ridge From Grapevine Undercrossing To Route 5/99 Separation

Bids open Thursday, April 11, 2024, at 2:00 PM
New Bid Date: Thursday, April 18, 2024

DBE Goal: 21%
Engineer's Estimate $16,600,000

Plans & Specs can be viewed for free online at: https://www.dropbox.com/scl/fo/lse04v3zmgritaqf8gk0p/h?rlkey=r7r068reprgfnblk937cw6lgz&dl=0

***Addendum 1-3 Issued***

Description: Individual slab replacement (RSC), HMA (Type A) and RHMA (Gap Graded).

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, Construction Area Signs, Traffic Control System, Stationary Impact Attenuator Vehicle, Portable Radar Speed Feedback Sign System, Portable Changeable Message Sign (Ls), Job Site Management, Water Pollution Control Program, Temporary Drainage Inlet Protection, Street Sweeping, Temporary Concrete Washout, Treated Wood Waste, Temporary High-Visibility Fence, Clearing And Grubbing (Ls), Roadway Excavation, Shoulder Backing, Move-In/Move-Out (Erosion Control), Rolled Erosion Control Product (Netting), Hydromulch, Fiber Rolls, Hydroseed, Compost (Cy), Incorporate Materials, Aggregate Base, Base Bond Breaker, Hot Mix Asphalt (Type A), Place Hot Mix Asphalt Dike (Type C), Place Hot Mix Asphalt Dike (Type E), Place Hot Mix Asphalt (Miscellaneous Area), Tack Coat, Remove Asphalt Concrete Dike, Cold Plane Asphalt Concrete Pavement, Jointed Plain Concrete Pavement, Drill And Bond (Dowel Bar), Individual Slab Replacement (Rsc), Grind Existing Concrete Pavement, (F) - Structural Concrete, Drainage Inlet, (F) - Concrete Backfill (Pipe Trench), 18" Reinforced Concrete Pipe (Class Iii, Rubber Gasket Joint), 24" Reinforced Concrete Pipe (Class Iii, Rubber Gasket Joint), 18" Steel Flared End Section, 24" Steel Flared End Section, 30" Steel Flared End Section, 18" Concrete Flared End Section, 24" Concrete Flared End Section, 36" Precast Concrete Pipe Inlet, Inlet Depression, Abandon Culvert (Lf), Remove Culvert (Lf), Remove Inlet, Remove Flared End Section (Ea), Rock Slope Protection (60 Lb, Class Ii, Method B) (Cy), Rock Slope Protection Fabric (Class 8), (F) - Miscellaneous Iron And Steel, Frame And Cover, Remove Pavement Marker, Delineator (Class 1), Pavement Marker (Retroreflective), Object Marker (Type N), Object Marker (Type P), Object Marker (Type K-2), Object Marker (Type L-1), Remove Roadside Sign, Remove Sign From Sign Frame, Remove Sign Panel, Furnish Formed Panel Sign (Overhead), Furnish Laminated Panel Sign (1"-Type A), Furnish Laminated Panel Sign (1"-Type B), Furnish Laminated Panel Sign (2 1/2"-Type B), 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, Pavement Marker (Retroreflective), Object Marker (Type N), Object Marker (Type P), Object Marker (Type K-2), Object Marker (Type L-1), Remove Roadside Sign, Remove Sign From Sign Frame, Remove Sign Panel, Furnish Formed Panel Sign (Overhead), Furnish Laminated Panel Sign (1"-Type A), Furnish Laminated Panel Sign (1"-Type B), Furnish Laminated Panel Sign (2 1/2"-Type B), 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, 6" Traffic Stripe Tape (Warranty), 8" Traffic Stripe Tape (Warranty) (Broken 36-12), Maintaining Existing Traffic Management System Elements During Construction, Modifying Lighting Systems, Modifying Traffic Monitoring Stations, Modifying Flashing Beacon Systems, Mobilization

Requirements: Griffith Company will work with interested subcontractors to identify opportunities to break down items into economically feasible packages. 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, Department of Industrial Relations (DIR) registration number, 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
CA Contractors License #88
1128 Carrier Parkway Avenue Bakersfield, CA 93308
Phone: 661-392-6640 Fax: 661-393-9525

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