Papich Construction Company Is requesting quotations from all qualified DBE Sub-contractors and Material suppliers for the following project:
Agency: Caltrans No. 06-487404
Project: Construction on State Highway In Tulare County In And Near Visalia From 0.6 Mile South Of Avenue 280 Overcrossing To 0.7 Mile North Of Avenue 280 Overcrossing
Plans & Specs: https://ppmoe.dot.ca.gov/des/oe/weekly-ads/all-adv-projects.php
DBE Goal: 21% & The estimated cost of the project is $69,000,000.
Bid date: Thursday, October 17, 2024, at 2:00 PM
Please submit all quotes by 1:00 PM on 10/17/24
General work description: Replace bridge structures and construct roundabouts.
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, Develop Water Supply, Construction Area Signs, Traffic Control System, Type Iii Barricade, Temporary Traffic Stripe (Paint), Channelizer (Surface Mounted), Portable Radar Speed Feedback Sign System, Temporary Pavement Marker, Temporary Barrier System, Portable Changeable Message Sign (Ls), Temporary Crash Cushion Tl-3, Temporary Traffic Screen, Job Site Management, Stormwater Pollution Prevention Plan, Storm Water Annual Report, Move-In/Move-Out (Temporary Erosion Control), Temporary Hydraulic Mulch (Bonded Fiber Matrix), Temporary Drainage Inlet Protection, Temporary Fiber Roll, Temporary Silt Fence, Temporary Construction Entrance, Street Sweeping, Temporary Concrete Washout, Remove Yellow Thermoplastic Traffic Stripe (Hazardous Waste), Treated Wood Waste, Clearing And Grubbing (Ls), Roadway Excavation, (F) - Structure Excavation (Bridge), (F) - Structure Excavation (Retaining Wall), (F) - Structure Excavation (Soldier Pile Wall), (F) - Structure Backfill (Bridge), (F) - Structure Backfill (Retaining Wall), (F) - Structure Backfill (Soldier Pile Wall), (F) - Concrete Backfill (Soldier Pile Wall), (F) - Lean Concrete Backfill, Imported Borrow (Cy), Rock Mulch, Rock Blanket, 8" Corrugated High Density Polyethylene Pipe Conduit, Move-In/Move-Out (Erosion Control), Bonded Fiber Matrix (Sqft), Rolled Erosion Control Product (Netting), Fiber Rolls, Compost (Cy), Class 2 Aggregate Base (Cy), Hot Mix Asphalt (Type A), Rubberized Hot Mix Asphalt (Gap Graded), 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 Pavement (Sqft), Cold Plane Asphalt Concrete Pavement, Jointed Plain Concrete Pavement, Jointed Plain Concrete Pavement (Colored And Textured), Isolation Joint Seal (Asphalt Rubber), Ground Anchor (Subhorizontal), (F) - Mechanically Stabilized Embankment, Steel Soldier Pile (2 - Hp 10 X 57), Steel Soldier Pile (2 - W 12 X 106), Steel Soldier Pile (2 - Hp 12 X 84), 36" Drilled Hole, 42" Drilled Hole, 24" Cast-In-Drilled-Hole Concrete Piling, 60" Cast-In-Drilled-Hole Concrete Pile (Sign Foundation), (F) - Structural Concrete, Bridge Footing, (F) - Structural Concrete, Deadman Anchor, (F) - Structural Concrete, Bridge, (F) - Structural Concrete, Bridge (Polymer Fiber), (F) - Structural Concrete, Retaining Wall, (F) - Structural Concrete, Wall Facing, (F) - Structural Concrete, Barrier Slab, (F) - Structural Concrete, Approach Slab (Type N Modified), (F) - Structural Concrete, Drainage Inlet, Concrete Surface Texture (Western Basalt), Furnish Precast Prestressed Concrete Wide Flange Girder (70'-80'), Furnish Precast Prestressed Concrete Wide Flange Girder (80'-90'), Furnish Precast Prestressed Concrete Wide Flange Girder (90'-100'), Furnish Precast Prestressed Concrete Wide Flange Girder (120'-130'), Furnish Precast Prestressed Concrete Wide Flange Girder (130'-140'), Furnish Precast Prestressed Concrete Wide Flange Girder (100'-110'), Erect Precast Prestressed Concrete Girder, Joint Seal (Mr 1"), (F) - Bar Reinforcing Steel (Wall Facing), (F) - Bar Reinforcing Steel (Bridge), (F) - Bar Reinforcing Steel (Retaining Wall), (F) - Bar Reinforcing Steel (Galvanized), (F) - Bar Reinforcing Steel (Deadman Anchor), Furnish Sign Structure (Versatile Truss), Install Sign Structure (Versatile Truss), Aluminum Walkway Grating (Versatile Truss), Remove Sign Structure (Ea), (F) - Timber Lagging, Clean And Paint Steel Soldier Piling, Bridge Removal, Location A, Bridge Removal, Location B, 24" Alternative Pipe Culvert, 18" Reinforced Concrete Pipe, 24" Reinforced Concrete Pipe, 12" Downdrain Slip Joint, 12" Alternative Pipe Downdrain, 12" Steel Flared End Section, 24" Alternative Flared End Section, Remove Culvert (Lf), Remove Downdrain (Ea), Remove Inlet, Remove Headwall, Remove Flared End Section (Ea), Adjust Inlet, Concrete (Concrete Apron), Rock Slope Protection (60 Lb, Class Ii, Method B) (Cy), Rock Slope Protection Fabric (Class 8), Minor Concrete (Curb) (Cy), Minor Concrete (Gutter) (Lf), Detectable Warning Surface, Minor Concrete (Miscellaneous Construction), Minor Concrete (Curb And Gutter), Minor Concrete (Driveway), Minor Concrete (Sidewalk), Minor Concrete (Textured Paving), Minor Concrete (Curb Ramp), Remove Concrete Sidewalk (Sqyd), Remove Concrete Island (Portions) (Sqyd), Remove Concrete (Curb And Gutter), (F) - Miscellaneous Iron And Steel, (F) - Miscellaneous Metal (Bridge), (F) - Miscellaneous Metal (Tie Rod), Survey Monument (Type A), Prepare And Stain Concrete, Fence (Type Bw, Metal Post), 8' Wire Mesh Gate, Remove Fence, Remove Pavement Marker, Delineator (Class 1), Pavement Marker (Retroreflective), Remove Roadside Sign (Wood Post), Furnish Laminated Panel Sign (1"-Type A), Furnish Laminated Panel Sign (1"-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 Roadside Sign (Laminated Wood Box Post), Furnish Laminated Wood Box Post (Type M), Midwest Guardrail System (Steel Post), Vegetation Control (Minor Concrete), Chain Link Railing (Type 3), (F) - Tubular Bicycle Railing, (F) - Cable Railing, Transition Railing (Type Agt), End Anchor Assembly (Type Sft-M), Alternative In-Line Terminal Tl-3, Alternative Crash Cushion Tl-3, Concrete Barrier (Type 60Md), Concrete Barrier (Type 60Mgf), (F) - Concrete Barrier (Type 732Sw), (F) - Concrete Barrier (Type 732Sw Modified), (F) - Concrete Barrier (Type 842A Modified), (F) - Concrete Barrier (Type 836A Modified), (F) - Concrete Barrier (Type 836B), (F) - Concrete Barrier (Type 836 Modified), Concrete Barrier Transition, (F) - Concrete Barrier (Type 842B), Remove Guardrail, Remove Concrete Barrier, Thermoplastic Pavement Marking (Enhanced Wet Night Visibility), 6" Thermoplastic Traffic Stripe (Enhanced Wet Night Visibility) (Broken 6- 1), 6" Thermoplastic Traffic Stripe (Enhanced Wet Night Visibility) (Broken 17-7), 6" Thermoplastic Traffic Stripe (Enhanced Wet Night Visibility) (Broken 36-12), 6" Thermoplastic Traffic Stripe (Enhanced Wet Night Visibility), 6" Thermoplastic Traffic Stripe (Enhanced Wet Night Visibility) (Broken 8- 4), 8" Thermoplastic Traffic Stripe (Enhanced Wet Night Visibility), 8" Thermoplastic Traffic Stripe (Enhanced Wet Night Visibility) (Broken 12-3), 12" Thermoplastic Traffic Stripe (Enhanced Wet Night Visibility), Remove Thermoplastic Traffic Stripe, Remove Thermoplastic Pavement Marking, Lighting System, Ramp Metering System, Changeable Message Sign System, Camera Systems, Modifying Lighting Systems, Modifying Signal And Lighting Systems, Modifying Changeable Message Sign Systems, Removing Lighting Systems, Removing Traffic Monitoring Stations, Removing Changeable Message Sign Systems, 4" 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 |
