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Advertisement date October 16, 2024 @ 11:14 a.m. through bid opening date |
Papich Construction Company Is requesting quotations from all qualified DBE Sub-contractors and Material suppliers for the following project: General work description: Drainage system upgrades and slope stabilization at inlets & outlets. Estimating Dept. Quotes for Services and Supplies requested for the following items for bid including, but not limited to: Positive Location Of Existing Underground Infrastructure, Lead Compliance Plan, Level 2 Critical Path Method Schedule, Time-Related Overhead (Wday), Dispute Resolution Advisor On-Site Meeting, Hourly Off-Site Dispute-Resolution- Advisor-Related Tasks, Construction Area Signs, Traffic Control System, Type Iii Barricade, Temporary Pavement Marking (Paint), Temporary Traffic Stripe (Paint), Temporary Barrier System, Portable Changeable Message Sign (Ea), Temporary Crash Cushion Tl-3, Automated Flagger Assistance Device Day, Job Site Management, Water Pollution Control Program, 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 Concrete Washout, Water Quality Sampling And Analysis Day, Water Quality Monitoring Report, Temporary Creek Diversion Systems, Treated Wood Waste, Contractor Supplied Arborist, Temporary Wildlife Exclusion Fence, Temporary High-Visibility Fence, Temporary Boundary Sign (On Post), Clearing And Grubbing (Ls), Roadway Excavation, (F) - Structure Excavation (Soldier Pile Wall), (F) - Structure Backfill (Soldier Pile Wall), (F) - Concrete Backfill (Soldier Pile Wall), (F) - Concrete Backfill, (F) - Lean Concrete Backfill, Imported Borrow (Cy), Roadside Clearing, Soil Amendment, Plant Tube, Plant (Group H), Plant (Group A), Plant (Group B), Plant Establishment Work, Wood Mulch, Foliage Protector, Temporary Irrigation System, Move-In/Move-Out (Erosion Control), Duff (Sqft), Rolled Erosion Control Product (Netting), Hydroseed, Compost (Cy), Class 2 Aggregate Base (Cy), Hot Mix Asphalt (Type A), Place Hot Mix Asphalt Dike (Type C), Place Hot Mix Asphalt Dike (Type E), Place Hot Mix Asphalt Dike (Type F), Place Hot Mix Asphalt (Miscellaneous Area), Remove Asphalt Concrete Pavement (Sqft), Remove Asphalt Concrete Dike, Temporary Shoring, Steel Soldier Pile (W 14 X 120), 30" Drilled Hole, (F) - Structural Concrete, Barrier Slab, (F) - Structural Concrete, Box Culvert, (F) - Structural Concrete, Headwall, (F) - Structural Concrete, Drainage Inlet, (F) - Precast Concrete Lagging, (F) - Bar Reinforcing Steel (Box Culvert), Clean And Paint Steel Soldier Piling, Remove Retaining Wall (Portion) (Cy), Galvanic Anodes, 24" Alternative Pipe Culvert, 30" Alternative Pipe Culvert, 36" Alternative Pipe Culvert, Stress Reducing Slab, 18" Reinforced Concrete Pipe, 24" Reinforced Concrete Pipe, 36" Reinforced Concrete Pipe, 24" Entrance Taper, Cable Anchorage System (Mod), 24" Anchor Assembly, Cable Anchorage System, Drainage Inlet Marker, 18" Concrete Flared End Section, 24" Concrete Flared End Section, 30" Concrete Flared End Section, 36" Concrete Flared End Section, 24" Alternative Flared End Section, 30" Alternative Flared End Section, 36" Alternative Flared End Section, 36" Precast Concrete Pipe Inlet, Abandon Culvert (Ea), Remove Culvert (Lf), Remove Debris Rack, Remove Inlet, Remove Headwall, Remove Junction Box, Remove Asphalt Concrete Overside Drain, Remove Flared End Section (Ea), Cleaning, Inspecting, And Preparing Culvert (Lf), Rock Slope Protection (300 Lb, Class Iv, Method B) (Cy), Rock Slope Protection Fabric (Class 8), Minor Concrete (Curb, Gutter, Sidewalk And Driveway), Remove Curb, (F) - Miscellaneous Iron And Steel, Adjust Utility Cover To Grade, Prepare And Stain Concrete, Stain Galvanized Surfaces (Ls), Relocate Mailbox, Jacked 30" Reinforced Concrete, Jacked 36" Reinforced Concrete, Jacked 120" Reinforced Concrete, Remove Fence, Remove Pavement Marker, Pavement Marker (Retroreflective), Object Marker (Type P), Midwest Guardrail System (Steel Post), Remove Buried Post End Anchor, Strengthened Midwest Guardrail System (Steel Post), Midwest Guardrail System (8' Steel Post), Vegetation Control (Minor Concrete), Controlled Low Strength Material, (F) - Tubular Bicycle Railing, Transition Railing (Type Agt), End Anchor Assembly (Type Sft-M), Alternative In-Line Terminal Tl-3, Buried Post End Anchor, (F) - California St-76 Bridge Rail (Modified), Remove Guardrail, Remove Crash Cushion, Thermoplastic Pavement Marking (Enhanced Wet Night Visibility), 6" Thermoplastic Traffic Stripe (Enhanced Wet Night Visibility), Remove Thermoplastic Traffic Stripe, Maintaining Existing Traffic Management System Elements During Construction, Temporary Signal 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
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