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Advertisement date February 26, 2024 @ 1:00 p.m. through bid opening date


Papich Construction Company Is requesting quotations from all qualified DBE Sub-contractors and Material suppliers for the following project:

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
Plans & Specs: https://ppmoe.dot.ca.gov/des/oe/weekly-ads/oe-project.php?q=06-0U5004
DBE Goal: 21% & The estimated cost of the project is $16,600,000.

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

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

***Addendum 1-3 Issued***

Estimating Dept.

Email: estimating@papichconstruction.com

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: At the time of the bid, all subcontractors must possess a valid and relevant California Contractors License, a valid DIR registration number, meet the project’s minimum insurance requirements, and be 100% bondable. All subcontractor, supplier, and trucking proposals must be in strict accordance with the project plans, specifications, and any addenda issued. In addition, all Supplier and Subcontractors will be required to execute Papich’s standard subcontract or purchase order agreement (available upon request). Waiver of Subrogation will be required. Papich is a signatory contractor and will require a one-time job agreement for any non-union Subcontractors. Submission of a proposal shall constitute subcontractor, supplier, or trucker acceptance of all terms as listed above. Any attempted deviation or revision to said terms shall not be recognized by Papich. Papich can offer DBE firms assistance with bidding this contract including but not limited to: reducing items of work into smaller scopes, providing reimbursement for payment/performance bond premiums, and providing assistance obtaining materials. All requests for assistance must be made prior to the project bid date. Additionally, DBE firms must possess a valid and current certification to be considered for this contract. Questions concerning above requirements should be directed to our office prior to submission of a proposal.

Heavy Civil | Oil & Gas | Power | Site Development | Transportation
398 Sunrise Terrace | Arroyo Grande, CA 93420
Phone: 805-473-3016 Fax: 805-481-5966

Published by Contractor’s Estimate, Inc.
Located at http://www.contractorsestimate.com

This advertisement will run through the bid date.

 
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