Advertisement date December 6th, 2024 @ 3:13 p.m. through bid opening date

Griffith Company Requests Sub-bids from All Qualified & Certified Subcontractors/Suppliers for:
Agency: San Diego Association of Governments (SANDAG)
Project: San Onofre to Pulgas Double Track Phase 2 | CIP 1146600
Estimated Bid Value: $20,517,428
DBE Goal: 19.6%
Bid Due Date: January 16, 2025, at 2:00 PM

General work description:  The Base Bid scope of work consists in general of grading, a new bridge, embankment, construction of drainage ditches, culverts, and retaining wall construction within the limits of MP 216.6 to MP 217.7 on a portion of the LOSSAN commuter rail corridor within Camp Pendleton in San Diego County. An Additive Alternate is included in the scope that includes the construction of 1.1 miles of second main track within the project limits. Work includes track construction; construction of a new single-track bridge; embankment and retaining wall construction; construction of drainage ditches, culverts, associated structures; site work and track bed preparation (including site clearing, grading, ballast, and sub-ballast, maintenance access roads, utility relocation and hydroseeding); in addition to procuring all materials and performing all other work necessary to complete the work in accordance with the Contract Plans and Special Provisions.

Project Plans & Specs: https://www.dropbox.com/scl/fo/decr4ig8dvxs688p24aiw/AFx_XsPt8euagqJ7a2UJo9E?rlkey=0faeiqktc0awhx1ae78ssfp4a&st=esa7b9ao&dl=0

Quotes for Services and Supplies requested for the following items for bid including, but not limited to: Mobilization, Time Related Overhead, Progress Schedule, Temporary Noise Wall, Temporary Environmental Sensitive Area Fence, Prepare SWPPP, Prepare Storm Water Annual Report, Storm Water Sampling and Analysis Day Reporting, Temporary Check Dam, Temporary Fiber Roll, Temporary Construction Entrance, Temporary Environmental Sensitive Area/Silt Fence Combination, Street Sweeping, Post Construction BMP Maintenance, Sub ballast, Relocate Mile Post Marker,  Bridge and Culvert Marker,  Relocate Bridge and Culvert Marker, No Trespassing and Cable Marker,  Construction Project Funding Identification Sign, Warning Construction Traffic Sign, L-2 (CA) Object Marker, Clearing and Grubbing, Directionally Drilled Electrical Conduit (3”), Trenched Electrical Conduit (3”), Handhole w/ Traffic Rated Cover (4’x4’-6”), Roadway Excavation to Embankment, Roadway Excavation to Haul, Topsoil, Crushed Rock Embankment Fill, Soil Export Profiling Plan, Small RSP, Class 2 Aggregate Base (Permanent Access Road), Protection Post (Pipe Bollard) and Chain, Remove and Install Barbed Wire Fence, Minor Concrete (Gravity Retaining Wall), On-Site Revegetation (Hydroseeding including testing), On-Site Revegetation (Planting), On-Site Revegetation (1 Year Maintenance including irrigation by hand-watering or water truck, invasives removal), Storm Drainage Removal, Rock Slope Protection (Class I), Rock Lined Ditch, 8" HDPE Perforated Underdrain Pipe, 12" HDPE Perforated Underdrain Pipe, 8" HDPE Pipe, Strip Drain Underdrain, Geonet Mat Lateral, 18" Reinforced Concrete Pipe, 24" Reinforced Concrete Pipe, Concrete Pipe Inlet (D75B with Cover), 30" HDPE Pipe, Structure Backfill (Culvert - MP 216.9 and MP 217.3, Structure Excavation (Culvert - MP 216.9 and MP 217.3), Reinforcing Steel (Culvert - MP 216.9 and MP 217.3), Cast-In-Place Concrete Culvert ( Culvert - MP 216.9 and MP 217.3), Temporary Shoring (Culvert - MP 216.9), Flowable Fill (Culvert - MP 217.0), Minor Concrete (Warped Wingwall D-80), Minor Concrete (Mod. Ditch D-75 with Cutoff Wall D-72), Minor Concrete (Splash Wall, Curb & Gutter), Drill and Bond Dowel (Culvert MP 217.3), Minor Concrete (ES 6000 Type A-1 Headwall), Cable Railing, Remove Existing Structure (Wingwall - MP 217.3), Temporary Shoring (MP 217.3), Structure Backfill (Bridge - MP 217.3), Structure Excavation (Bridge - MP 217.3), 30" Cast-In-Drilled-Hole Concrete Piling, Deck Drain Pipe, Reinforcing Steel (Bridge - MP 217.3), Reinforcing Steel (Retaining Wall at Bridge - MP 217.3), Structural Concrete (Bridge Footing - MP 217.3), Structural Concrete (Bridge - MP 217.3), Structural Concrete (Retaining Wall at Bridge - MP 217.3), Transition Slab, Waterproofing (Bridge - MP 217.3), Hot Mix Asphalt (HMA) for Bridges, Furnish Structural Steel (Bridge - MP 217.3 ), Erect Structural Steel (Bridge - MP 217.3, Steel Bearings, Structure Backfill (Retaining Wall - MP 217.3), Structure Excavation (Retaining Wall - MP 217.3), Auger Cast in Place Grouted Pile, Reinforcing Steel (Retaining Wall - MP 217.3), Structural Concrete (Retaining Wall - MP 217.3), Cable Railing, Structure Backfill (Soldier Pile Wall), Structure Excavation (Soldier Pile Wall), Timber Lagging , Drilled Hole (30" Dia), Reinforcing Steel (Soldier Pile), Structural Concrete (Retaining Wall - Soldier Pile Wall), Steel Soldier Pile (W21 X 182), Cable Railing, Lean Concrete Backfill (Soldier Pile), 2-4" Galv. Rigid Conduit (at BR217.32), NCTD FO & PTC Lines Relocation, Time Related Overhead, Install New Track,136 RE CWR, Concrete Ties, Install Double Inside Guard Rail, Surface, Line, and Dress Existing Track, Bumping Post Relocate, trucking, equipment rental.

NAICS CODES:
238210 Electrical Contractors and Other Wiring Installation Contractors
237310 Highway, Street, and Bridge Construction
561730 Landscaping Services
237990 Heavy and Civil Engineering Construction
238110 Poured Concrete Foundation and Structure Contractors
238160 Roofing Contractors
339950 Sign Manufacturing
238910 Site Preparation Contractors
238120 Structural Steel and Precast Concrete Contractors

Griffith Company will work with interested subcontractors to identify opportunities to break down items into economically feasible packages.

Griffith Company
CA Contractors License #88
13400 Sabre Springs Parkway, Ste 200 | San Diego, CA, 92128
Phone: 858-727-5031 Fax: 562-864-8970

Published by Contractor’s Estimate, Inc.
Located at http://www.contractorsestimate.com
This advertisement will run through the bid date.