  
          Papich Construction Company Is requesting quotations from all qualified DBE Sub-contractors and Material suppliers for the following project: 
            Agency:  Caltrans 05-1C9504 
                Project: Construction on State Highway In  Santa Barbara County About 8.0 Miles West Of Goleta From 0.6 Mile East Of  Refugio Road Undercrossing To 0.4 Mile West Of Refugio Road Undercrossing.  
                Plans & Specs: https://ppmoe.dot.ca.gov/des/oe/weekly-ads/all-adv-projects.php  
                Bids open February 1, 2024, at 2:00 PM 
                DBE  Goal: 22% | Estimate: $47,000,000 
          Estimating  Dept. 
                Email: estimating@papichconstruction.com 
          Description: Cold plane AC Pvmt, RHMA,  lighting systems, and replace bridges. 
          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, Construction  Area Signs, Traffic Control System, Traffic Control Supervisor, Stationary  Impact Attenuator Vehicle, Flashing Arrow Sign, Type Iii Barricade, Temporary  Pavement Marking (Paint), Temporary Traffic Stripe (Paint), Channelizer  (Surface Mounted), Portable Radar Speed Feedback Sign System Day, Temporary  Pavement Marker, Temporary Barrier System, Temporary Pedestrian Access Route,  Portable Changeable Message Sign (Ls), Temporary Automated End Of Queue Warning  System (Type 1) Day, End Of Queue Monitoring And Warning With Truck Mounted  Changeable, Message Sign Day, Alternative Temporary Crash Cushion Tl-3,  Alternative Temporary Crash Cushion Tl-2, Temporary Radar Speed Feedback Sign  System, Job Site Management, Stormwater Pollution Prevention Plan, Rain Event  Action Plan, Storm Water Sampling And Analysis Day, Storm Water Annual Report,  Move-In/Move-Out (Temporary Erosion Control), Temporary Hydraulic Mulch (Bonded  Fiber Matrix), Temporary Check Dam, Temporary Drainage Inlet Protection,  Temporary Fiber Roll, Temporary Gravel Bag Berm, Temporary Large Sediment  Barrier, Temporary Construction Entrance, Temporary Construction Roadway,  Street Sweeping, Temporary Concrete Washout, Water Quality Sampling And  Analysis Day, Water Quality Monitoring Report, Temporary Creek Diversion  Systems, Asbestos Compliance Plan, Treated Wood Waste, Bat And Bird Exclusion  Devices, Remove Concrete (Cy), Temporary High-Visibility Fence, Temporary  High-Visibility Flagging Pole, Clearing And Grubbing (Ls), Roadway Excavation,  (F) - Structure Excavation (Bridge), (F) - Structure Backfill (Bridge),  Roadside Clearing, Prune Existing Plants, Plant (Group H), Dry Seed (Sqft),  Drill Seed (Acre), Fiber Reinforced Matrix (Sqft), Hydromulch, Fiber Rolls,  Hydroseed, Compost (Cy), Incorporate Materials, Class 2 Aggregate Base (Cy),  Lean Concrete Base, Hot Mix Asphalt (Type A), Minor Hot Mix Asphalt, Rubberized  Hot Mix Asphalt-Open Graded (Open Graded Friction Course), Place Hot Mix  Asphalt Dike (Type A), Place Hot Mix Asphalt Dike (Type E), Place Hot Mix  Asphalt Dike (Type F), Place Hot Mix Asphalt (Miscellaneous Area), Tack Coat,  Remove Asphalt Concrete Pavement, Remove Asphalt Concrete Ditch, Remove Asphalt  Concrete Dike, Cold Plane Asphalt Concrete Pavement, Remove Base And Surfacing,  Furnish 16" Steel Pipe Piling, Drive 16" Steel Pipe Pile,  Prestressing Cast-In-Place Concrete, (F) - Structural Concrete, Bridge Footing,  Bridge, Approach Slab (Type N), (F) - Minor Concrete (Minor Structure), (F) -  Concrete Surface Texture (Stacked Stone), Drill And Bond Dowel, Ptfe Spherical  Bearing, Joint Seal Assembly (Mr 4"), (F) - Bar Reinforcing Steel (Bridge,  Epoxy Coated), (F) - Bar Reinforcing Steel (Bridge, Stainless Steel), (F) -  Headed Bar Reinforcement (Epoxy Coated), Bridge Removal, Bridge Removal  (Portion), (F) - Concrete Backfill (Pipe Trench), 18" Corrugated Steel  Pipe (.079" Thick), 24" Welded Steel Pipe Casing (Bridge), Inlet  Depression, Remove Culvert (Lf), Adjust Inlet, Adjust Pipe Inlet To Grade,  Engineered Streambed Material, Rock Bands, Concrete (Ditch Lining), Fish  Passage Survey, Void Filler, Concreted-Rock Slope Protection (150 Lb, Class  Iii, Method A) (Cy), Engineered Bankline Material, Contractor-Supplied Onsite  Hydraulic Engineer (Ls), Structural Rock, Minor Concrete (Curb) (Lf), Remove  Concreted-Rock Slope Protection, Detectable Warning Surface, Minor Concrete  (Sidewalk), Minor Concrete (Seeded Aggregate Concrete), Minor Concrete (Curb,  Sidewalk And Curb Ramp), Pre/Post Construction Surveys, Survey Monument (Type  A), Stain Galvanized Surfaces (Ls), Temporary Fence (Type Bw), Chain Link Fence  (Type Cl-6), Chain Link Fence Enclosure, Remove Fence (Type Wm), Remove Chain  Link Fence, Reset Gate, Remove Pavement Marker, Delineator (Class 1), Guard Railing  Delineator, Pavement Marker (Retroreflective), Marker (Culvert), Object Marker  (Type K-1), Object Marker (Type L-1), Remove Roadside Sign, Remove Post Sleeve,  Relocate Roadside Sign, 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  (0.080"-Framed), Roadside Sign - One Post, Post Sleeve, Roadside Sign -  Two Post, Install Sign (Strap And Saddle Bracket Method), Install Roadside Sign  Panel On Existing Post, Install Roadside Sign (Laminated Wood Box Post),  Furnish Laminated Wood Box Post (Type M), Midwest Guardrail System (Steel  Post), (F) - Pipe Handrailing, (F) - Tubular Bicycle Railing (Modified), (F) -  Tubular Bicycle Railing, Double Midwest Guardrail System (Steel Post),  Transition Railing (Type Wb-31), Rail Tensioning Assembly, End Anchor Assembly  (Type Sft-M), Alternative Crash Cushion Tl-2, Alternative In-Line Terminal  Tl-3, Alternative In-Line Terminal Tl-2, Max-Tension Median Terminal System,  (F) - California St-75 Bridge Rail, Remove Guardrail, Thermoplastic Pavement  Marking (Enhanced Wet Night Visibility), 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), 12" Thermoplastic Traffic  Stripe (Enhanced Wet Night Visibility), Remove Thermoplastic Traffic Stripe,  12" Rumble Strip (Asphalt Concrete Pavement), Crosswalk & Pavement  Marking Tape With Contrast, 6" Traffic Stripe Tape With Contrast  (Warranty), 6" Traffic Stripe Tape With Contrast (Warranty) (Broken  36-12), Temporary Lighting Systems, Modifying Lighting 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   |