GUY F. ATKINSON
Requests Quotes from All Qualified & Certified DBE Subcontractors/Suppliers/Consultants
Caltrans Contract 11-423704
Construction on State Hwy 8 in San Diego County
near Alpine from Viejas Creek Bridge to Pine Valley Creek Bridge
Bids Friday, December 17, 2021 at 2:00 PM
Addendum 1 issued 11/17/2021
Scopes of Work include (but are not limited to): Lead Compliance Plan, Safety Quality Control Manager, Develop Water Supply, Construction Area Signs, Traffic Control System, Stationary Impact Attenuator Vehicle, Type III Barricade, Temporary Pavement Marking (Paint), Temporary Traffic Stripe (Paint), Plastic Traffic Drums, Portable Radar Speed Feedback Sign System Day, Temporary Pavement Marker, Portable Changeable Message Sign (Ea), Temporary Railing (Type K), Alternative Temporary Crash Cushion, Temporary Crash Cushion Module, Temporary Radar Speed Feedback Sign System, Prepare Storm Water 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 Drainage Inlet Protection, Temporary Fiber Roll, Temporary Construction Entrance, Street Sweeping, Temporary Concrete Washout, Temporary Water Management System, Manage Solid Waste Generated By The Public, Renewable Diesel Report, Treated Wood Waste, Remove Concrete (Cy), Clearing And Grubbing (LS), Roadway Excavation, Rock Excavation, Shoulder Backing, Ditch Excavation, Roadside Clearing, Hydroseed, Compost (CY), Incorporate Materials, Class 2 Aggregate Base (CY), Lean Concrete Base Rapid Setting, Replace Base, Base Bond Breaker, Asphaltic Emulsion (Fog Seal Coat), Hot Mix Asphalt (Type A), Place Hot Mix Asphalt Dike (Type A / Type C / Type D / Type E / Type F), Place Hot Mix Asphalt (Miscellaneous Area), Tack Coat, Remove Asphalt Concrete Dike, Cold Plane Asphalt Concrete Pavement, Continuously Reinforced Concrete Pavement, Drill And Bond (Dowel Bar), Spall Repair (Polyester Concrete), Individual Slab Replacement (RSC), Replace Joint Seal (Silicone), Isolation Joint Seal (Silicone), Remove Concrete Pavement And Base, Grind Existing Concrete Pavement, Aggregate Base (Approach Slab), Structural Concrete, Approach Slab (Type R), Structural Concrete, Approach Slab (Type R Modified), (F) - Minor Concrete (Minor Structure), Paving Notch Extension, Joint Seal (MR 1/2"), Joint Seal (Type AL), Bridge Removal (Portion - Location A / Location B / Location C / Location D), Class 5 Permeable Material, Filter Fabric Class D, 8" Plastic Pipe (Schedule 40), Class 4 Permeable Material, Modified Observation Well, 18" Slotted Corrugated Steel Pipe (.064" Thick), 4" Slotted Plastic Pipe Underdrain, 8" Perforated Plastic Pipe (Schedule 40), 3" Plastic Pipe (Edge Drain), 3" Plastic Pipe (Edge Drain Outlet), 36" Precast Concrete Pipe Inlet, Modify Inlet, Cleaning, Inspecting, And Preparing Culvert (LF), Concrete Invert Paving, Rock Slope Protection (60 LB, Class II, Method B) (CY), Rock Slope Protection Fabric (Class 8), Detectable Warning Surface, Minor Concrete (Curb, Sidewalk And Curb Ramp), Pre/Post Construction Surveys, (F) - Miscellaneous
Addendum 2 Issued 12/10/2021
Addendum 3 Issued 12/14/2021
Iron And Steel, Pavement Marker (Retroreflective- Recessed), Treatment Best Management Practice Marker, Remove Roadside Sign, Furnish Laminated Panel Sign (1"-Type B / 2 1/2"-Type H), Furnish Single Sheet Aluminum Sign (0.063"-Unframed / 0.080 Unframed), Furnish Single Sheet Aluminum Sign (0.063"-Framed / 0.080"-Framed), Roadside Sign - One Post / Two Post, Sign Post Support System, Install Roadside Sign Panel On Existing Post, Midwest Guardrail System (Steel Post), Double Midwest Guardrail System (Steel Post), Transition Railing (Type WB-31), Rail Tensioning Assembly, End Anchor Assembly (Type SFT), Alternative In-Line Terminal System, Max-Tension Median Terminal System, (F) - Concrete Barrier (Type 842 Modified), Remove Guardrail, Salvage Metal Bridge Railing, Remove Painted Traffic Stripe / Thermoplastic Traffic Stripe, 12" Rumble Strip (Asphalt Concrete Pavement / Concrete Pavement), Thermoplastic Pavement Marking (Enhanced Wet Night Visibility) (Recessed), 6" / 8” / 12” Methyl Methacrylate Paint Traffic Stripe (Recessed), 6" Methyl Methacrylate Paint Traffic Stripe (Recessed, Broken 17-7 / Recessed, Broken 36-12), Contrast Stripe Paint (1-Coat), Subsurface Locator, Census System, Water Meter Charges. QA/QC, Trucking (Bottom Dump, End Dump, Flatbed, Super 10), Water Truck.
REFER TO PROJECT SPECS FOR COMPLETE BID ITEM LIST.
ENGINEER’S ESTIMATE is $34,000,000
18% DBE Project Goal
*****Lower Tier DBE participation is greatly encouraged*****
Guy F. Atkinson
18201 Von Karman Ave, 8th Floor, Irvine, CA 92612
Phone: 949-382-7145 / Fax: 949-769-5600
Guy F. Atkinson is a union contractor and an Equal Opportunity Employer. Atkinson is signatory to the Carpenters, Cement Masons, Laborers and Operating Engineers Unions. 100% Performance & Payment Bonds from an approved surety company will be required for subcontractors with contract value greater than $100,000. Atkinson will pay the cost of bonds up to 2.0%. Atkinson will assist in obtaining necessary equipment, supplies, materials or related services. We will split items of work (see project specs for full list of bid items) and provide assistance for bonding, LOC and insurance where needed. Subcontractors will be expected to sign Atkinson's standard subcontract and to comply with our company's standard insurance requirements which include a waiver of subrogation. Pricing must hold through the duration of this contract. Please provide contractor's license number and Department of Industrial Relations (DIR) registration number with your quote.
Atkinson requests that subs and vendors register and prequalify, or update, in our online system at https://www.atknextranet.com prior to bidding.
TO DOWNLOAD PLANS, SPECS, THE INFO HANDOUT, ETC and VIEW Q&A: Please go to the Caltrans Contracts web site: http://ppmoe.dot.ca.gov/des/oe/weekly-ads/oe-project.php?q=11-423704
Please contact Atkinson with any questions or for help with your bid.