Advertisement date December 9, 2024 @ 7: 10 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:
Agency: Caltrans 06-0Y1704
Project: Construction on State Highway In Kings County Near Kettleman City From The Kern County Line To 0.8 Mile South Of Route 5
Plans & Specs: https://ppmoe.dot.ca.gov/des/oe/weekly-ads/oe-project.php?q=06-0Y1704
DBE Goal: 18%
Bid Date: Thursday, January 9, 2025, at 2:00 PM
Please submit all bids by 1:00 PM on 1/09/2025
Engineers Estimate: $17,300,000

General work description: Cold plane AC Pvmt, overlay HMA and RHMA.

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, Construction Area Signs, Traffic Control System, Temporary Barrier System, Portable Changeable Message Sign (Ls), Temporary Crash Cushion Tl-3, Automated Flagger Assistance Device Day, Job Site Management, Stormwater Pollution Prevention Plan, Stormwater Sampling And Analysis Day, Stormwater Annual Report, Temporary Hydraulic Mulch (Bonded Fiber Matrix), Temporary Fiber Roll, Street Sweeping, Temporary Concrete Washout, Water Quality Sampling And Analysis Day, Treated Wood Waste, Clearing And Grubbing (Ls), Roadway Excavation, Shoulder Backing, Move-In/Move-Out (Erosion Control), Dry Seed (Sqft), Fiber Rolls, Compost (Cy), Incorporate Materials, Class 2 Aggregate Base (Cy), Hot Mix Asphalt (Type A), Hot Mix Asphalt (Leveling), Rubberized Hot Mix Asphalt (Gap Graded), Data Core, 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), Place Hot Mix Asphalt (Miscellaneous Area), Tack Coat, Remove Asphalt Concrete Dike, Cold Plane Asphalt Concrete Pavement, (F) - Structural Concrete, Headwall, (F) - Bar Reinforcing Steel, Repair Spalled Surface Area, 24" Alternative Pipe Culvert, 30" Corrugated Steel Pipe (.109" Thick), 12" Corrugated Steel Pipe Downdrain (.064" Thick), Flume Downdrain, 12" Entrance Taper, Tapered Inlet, 12" Anchor Assembly, 12" Steel Flared End Section, 30" Steel Flared End Section, 24" Alternative Flared End Section, 72" Epdm Rubber Pipe Joint Seal, Remove Culvert (Lf), Remove Downdrain (Ea), Remove Headwall, Remove Asphalt Concrete Overside Drain, Remove Flared End Section (Ea), Cleaning, Inspecting, And Preparing Culvert (Lf), 18" Cured-In-Place Pipeliner, 24" Cured-In-Place Pipeliner, 30" Cured-In-Place Pipeliner, 42" Cured-In-Place Pipeliner, 108" Geopolymer Pipeliner, Rock Slope Protection (60 Lb, Class Ii, Method B) (Cy), Rock Slope Protection (20 Lb, Class I, Method B) (Cy), Rock Slope Protection Fabric (Class 8), Adjust Monument Cover To Grade, Fence (Type Bw, Metal Post), Remove Fence, Pavement Marker (Retroreflective), Remove Roadside Sign, Remove Roadside Sign Panel, 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 Roadside Sign Panel On Existing Post, Midwest Guardrail System (Steel Post), Vegetation Control (Minor Concrete), Transition Railing (Type Agt), Alternative In-Line Terminal Tl-3, (F) - Concrete Barrier Transition, Remove Guardrail, Thermoplastic Pavement Marking (Enhanced Wet Night Visibility), 6" Thermoplastic Traffic Stripe (Enhanced Wet Night Visibility) (Broken 12-3), 6" Thermoplastic Traffic Stripe (Enhanced Wet Night Visibility) (Broken 36-12), 6" Thermoplastic Traffic Stripe (Enhanced Wet Night Visibility), 8" Thermoplastic Traffic Stripe (Enhanced Wet Night Visibility), 6" Rumble Strip (Asphalt Concrete Pavement), 12" Rumble Strip (Asphalt Concrete Pavement), Modifying Signal And Lighting Systems, Modifying Traffic Monitoring Stations, 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.