Advertisement date September 9, 2024 @ 4:50 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 06-0W79U4
Project: Construction on State Highway In Kern And Tulare Counties In And Near Delano From 0.2 Mile South Of Cecil Avenue Overcrossing To 0.7 Mile North Of Avenue 100 Overcrossing
Plans & Specs: https://ppmoe.dot.ca.gov/des/oe/weekly-ads/all-adv-projects.php
DBE Goal: 22%
Bid Date: Bid Date: October 22, 2024, at 2:00 PM
Please submit all bids by 1:00 PM on 10/10/2024
Engineers Estimate: $89,000,000.

General work description: Rdwy Exc, HMA, Aggregate base, CRCP, sign Str, and Str Exc.

Addendum 1 issued 9/20/24
Addendum 2 issued 9/26/24

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, Level 2 Critical Path Method Schedule, Time-Related Overhead (Wday), Dispute Resolution Board On-Site Meeting, Hourly Off-Site Dispute-Resolution- Board-Related Tasks, Safety Quality Control Manager, Construction Area Signs, Traffic Control System, Traffic Control Supervisor, Type Iii Barricade, Temporary Pavement Marking (Paint), Temporary Traffic Stripe (Tape), Temporary Traffic Stripe (Paint), Channelizer (Surface Mounted), Traffic Drum, 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, Stormwater Pollution Prevention Plan, Storm Water Annual Report, Move-In/Move-Out (Temporary Erosion Control), Temporary Soil Binder, Temporary Drainage Inlet Protection, Temporary Fiber Roll, Temporary Construction Entrance, Street Sweeping, Temporary Concrete Washout, Asbestos Compliance Plan, Remove Yellow Thermoplastic Traffic Stripe (Hazardous Waste), Treated Wood Waste, Clearing And Grubbing (Ls), Remove Tree, Roadway Excavation, Roadway Excavation (Type Com) (Aerially Deposited Lead), (F) - Structure Excavation (Bridge), (F) - Structure Backfill (Bridge), Subgrade Enhancement Geogrid, Remove Irrigation Facility, Hydromulch, Hydroseed, Class 2 Aggregate Base (Cy), Segment Correction, Hot Mix Asphalt (Type A), 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), Tack Coat, Remove Asphalt Concrete Dike, Cold Plane Asphalt Concrete Pavement, Continuously Reinforced Concrete Pavement, Grind Existing Bridge Deck, Furnish Piling (Class 140, Alternative X), Drive Pile (Class 140, Alternative X), 16" Cast-In-Drilled-Hole Concrete Piling (Sound Wall), 60" Cast-In-Drilled-Hole Concrete Pile (Sign Foundation), (F) - Structural Concrete, Bridge Footing, (F) - Structural Concrete, Bridge, (F) - Structural Concrete, Bridge (Polymer Fiber), (F) - Structural Concrete, Sound Wall, (F) - Structural Concrete, Approach Slab (Type N), (F) - Structural Concrete, Headwall, (F) - Structural Concrete, Drainage Inlet, Drill And Bond Dowel, Clean Expansion Joint, Furnish Precast Prestressed Concrete Rectangular Girder (30'-40'), Furnish Precast Prestressed Concrete Rectangular Girder (40'-50'), (F) - Erect Precast Concrete Girder, Pipe Pin, Joint Seal (Mr 1/2"), (F) - Bar Reinforcing Steel (Bridge), Furnish Sign Structure (Versatile Truss), Install Sign Structure (Versatile Truss), Remove Sign Structure (Ea), (F) - Sound Wall (Masonry Block), Rapid Setting Concrete (Patch), Remove Unsound Concrete, Remove Polyester Concrete Overlay, Prepare Concrete Bridge Deck Surface, Furnish Polyester Concrete Overlay, (F) - Place Polyester Concrete Overlay, Bridge Removal (Portion), Location A, Bridge Removal (Portion), Location B, Paint Bridge Identification, (F) - Concrete Backfill (Pipe Trench), 24" Reinforced Concrete Pipe, 36" Reinforced Concrete Pipe, 36" Corrugated Steel Pipe (.079" Thick), (F) - Class 1 Permeable Material (Blanket), 12" Corrugated Steel Pipe Downdrain (.079" Thick), 12" Steel Flared End Section, 24" Concrete Flared End Section, Abandon Culvert (Ea), Remove Culvert (Lf), Remove Inlet, Remove Headwall, Remove Flared End Section (Ea), Adjust Inlet, Modify Inlet, Cap Inlet, Sand Backfill, 24" Cured-In-Place Pipeliner, Rock Slope Protection (60 Lb, Class Ii, Method B) (Cy), Rock Slope Protection Fabric (Class 8), Filter Fabric, Detectable Warning Surface, Minor Concrete (Miscellaneous Construction), (F) - Miscellaneous Iron And Steel, Prepare And Stain Concrete, (F) - Anti-Graffiti Coating, Chain Link Fence (Type Cl-6), 10' Chain Link Gate (Type Cl-6), Remove Fence, Remove Pavement Marker, Delineator (Class 1), Temporary Delineator (Class 1), Pavement Marker (Retroreflective), Object Marker, Remove Roadside Sign, Remove Roadside Sign Panel, Relocate Roadside Sign, 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), Metal (Barrier Mounted Sign), Roadside Sign - One Post, Roadside Sign - Two Post, Install Sign (Strap And Saddle Bracket Method), Install Roadside Sign Panel On Existing Post, Furnish Laminated Wood Box Post (Type M), Install Roadside Sign (Laminated Wood Box Post, Type M), Midwest Guardrail System (Steel Post), Midwest Guardrail System (8' Steel Post), Vegetation Control (Minor Concrete), Remove Single Thrie Beam Barrier, Single Thrie Beam Barrier (Type M), Double Thrie Beam Barrier (Type M), Transition Railing (Type Agt), End Anchor Assembly (Type Sft-M), Alternative In-Line Terminal Tl-3, Concrete Barrier (Type 60M), Concrete Barrier (Type 60Mc), Concrete Barrier (Type 60Mf), Concrete Barrier (Type 60Mgf), Concrete Barrier (Type 60Ms), Concrete Barrier (Type 60Mp), Concrete Barrier (Type 60Ma Modified), Concrete Barrier (Type 836Sv), (F) - Concrete Barrier Transition, Remove Guardrail, Remove Double Metal Beam Barrier, Thermoplastic Pavement Marking (Enhanced Wet Night Visibility), 6" Thermoplastic Traffic Stripe (Enhanced Wet Night Visibility), 8" Thermoplastic Traffic Stripe (Enhanced Wet Night Visibility), 12" Thermoplastic Traffic Stripe (Enhanced Wet Night Visibility), Remove Thermoplastic Traffic Stripe, Remove Thermoplastic Pavement Marking, 12" Rumble Strip (Asphalt Concrete Pavement), 12" Rumble Strip (Concrete Pavement), 6" Traffic Stripe Tape (Warranty) (Broken, 17-7), 6" Traffic Stripe Tape (Warranty) (Broken, 36-12), 8" Traffic Stripe Tape (Warranty), Sign Illumination System, Traffic Monitoring Station System, Modifying Highway Advisory Radio Systems, Modifying Lighting Systems, Modifying Traffic Monitoring Stations, Modifying Changeable Message Sign Systems, Modifying Extinguishable Message Sign Systems, 2" Conduit (Bridge), 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.