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Unofficial Notice of Invitation to Bid (NIB)
San Bernardino County is seeking bids from qualified and interested contractors for the following project titled, PHASE 1B STAGES 4 AND 5 LINER CONSTRUCTION PROJECT AT THE VICTORVILLE SANITARY LANDFILL, identified under Solicitation ID: -. Work is to be performed near 18600 Stoddard Wells Rd, Victorville, CA 92394, USA in San Bernardino County.
General Project Description
This project involves the construction of Phase 1B Stages 4 and 5 liner system at the Victorville Sanitary Landfill. The scope generally includes clearing, grubbing, and demolition; potholing for waste limits, excavation, transport, and reconsolidation of refuse; miscellaneous grading, unclassified excavation, and unclassified fill; screening of 1-inch minus material for liner subgrade and protective soil cover; subgrade preparation for the composite liner system (base liner, slope liner, and bench liner); installation of composite liner system geosynthetics on the base, slopes, and benches; and construction of miscellaneous civil and drainage improvements. It also includes construction support tasks, stormwater compliance, construction survey, waste removal, and geoelectric leak location survey.
General Bid Items
- Quantity: 1 Unit: LS Work Item: Mobilization / Demobilization
- Quantity: 1 Unit: LS Work Item: Construction Support Tasks
- Quantity: 1 Unit: LS Work Item: Stormwater Compliance Tasks
- Quantity: 1 Unit: LS Work Item: Construction Survey
- Quantity: 1 Unit: T&M Work Item: Waste Removal and Relocation
- Quantity: 1 Unit: LS Work Item: Geoelectric Leak Location Survey
- Quantity: 1 Unit: LS Work Item: Clearing, Grubbing, and Demolition
- Quantity: 1 Unit: LS Work Item: Miscellaneous Site Work
- Quantity: 335000 Unit: CY Work Item: Unclassified Excavation/Transport to Stockpile 1 - Liner Cell Area
- Quantity: 787500 Unit: CY Work Item: Unclassified Excavation/Transport to Stockpile 2 - Liner Cell Area
- Quantity: 2000 Unit: CY Work Item: Unclassified Excavation/Transport to Stockpile 2 - Entrance Road Area
- Quantity: 675000 Unit: CY Work Item: Blasting
- Quantity: 105000 Unit: CY Work Item: Unclassified Excavation to Fill - Liner Cell Area
- Quantity: 82000 Unit: CY Work Item: Screening
- Quantity: 70000 Unit: CY Work Item: Daily Cover to Active Landfill Area
- Quantity: 665000 Unit: SF Work Item: Compacted/Screened 1-inch Minus Material on Floor
- Quantity: 550000 Unit: SF Work Item: Veneer Fill Placement - Slopes
- Quantity: 615000 Unit: SF Work Item: Subgrade Surface Preparation for Geosynthetics - Slope, Bench, and Access Roads
- Quantity: 12500 Unit: SF Work Item: Lysimeter Liner Section
- Quantity: 650000 Unit: SF Work Item: 60-mil HDPE Encapsulation Geomembrane (Textured Both Sides) - Base
- Quantity: 650000 Unit: SF Work Item: Geosynthetic Clay Liner (GCL) - Base
- Quantity: 650000 Unit: SF Work Item: 60-mil HDPE Geomembrane (Textured Both Sides) - Base
- Quantity: 650000 Unit: SF Work Item: Geotextile Fabric 12 oz/sy - Base
- Quantity: 670000 Unit: SF Work Item: LCRS Drainage Layer - Gravel
- Quantity: 650000 Unit: SF Work Item: Geotextile Fabric 8 oz/sy - Base
- Quantity: 650000 Unit: SF Work Item: Protective Soil Cover - Base
- Quantity: 225 Unit: LF Work Item: Wrapped Gravel Infiltration Corridor
- Quantity: 700000 Unit: SF Work Item: 60-mil HDPE Encapsulation Geomembrane (Textured Both Sides) - Slope, Bench, and Access Roads
- Quantity: 700000 Unit: SF Work Item: Geosynthetic Clay Liner (GCL) - Slope, Bench, and Access Roads
- Quantity: 700000 Unit: SF Work Item: 60-mil HDPE Geomembrane (Textured Both Sides) - Slope, Bench, and Access Roads
- Quantity: 700000 Unit: SF Work Item: Geotextile Fabric 16 oz/sy - Slope, Bench, and Access Roads
- Quantity: 13000 Unit: SF Work Item: Drainage Geocomposite - Northwesterly Construction Bench
- Quantity: 3800 Unit: LF Work Item: Base to Slope Liner Transition
- Quantity: 5000 Unit: LF Work Item: Westerly Bench Liner Join
- Quantity: 1750 Unit: LF Work Item: Intermediate Bench/Road Anchor Trench
- Quantity: 290 Unit: LF Work Item: Slope Liner Join
- Quantity: 20 Unit: LF Work Item: Base Liner Join - 1B Stage 3 to 1B Stages 4/5
- Quantity: 530000 Unit: SF Work Item: Protective Plastic Cover and HDPE Geotextile Ballast
- Quantity: 170000 Unit: SF Work Item: Protective Soil Cover - Slope, Bench, and Cell Access Road
- Quantity: 90000 Unit: SF Work Item: Protective Soil Cover - Easterly Access Road
- Quantity: 4000 Unit: CY Work Item: Protective Soil Cover - Gap Fill Area
- Quantity: 13250 Unit: CY Work Item: Native Unclassified Fill Above PSC - Westerly Bench and Gap Fill Area
- Quantity: 20000 Unit: SF Work Item: Liner Cell Access Road with Geotextile Underlay
- Quantity: 195 Unit: LF Work Item: Road Edge K-Rail Concrete Barrier
- Quantity: 2100 Unit: LF Work Item: LCRS Header Pipe
- Quantity: 4100 Unit: LF Work Item: LCRS Lateral Pipe
- Quantity: 12 Unit: EA Work Item: LCRS Pipe Junctions
- Quantity: 1950 Unit: LF Work Item: 6" Solid HDPE LCRS Riser Pipe
- Quantity: 400 Unit: LF Work Item: 6" Slotted HDPE LCRS Access Road Collector
- Quantity: 315 Unit: LF Work Item: LCRS Test Port Riser
- Quantity: 4 Unit: EA Work Item: LCRS/LFG Bench Crossing
- Quantity: 22 Unit: EA Work Item: LCRS/LFG Riser Termination Support
- Quantity: 90500 Unit: SF Work Item: Easterly and Southeasterly Perimeter Access Road Pavement Section
- Quantity: 12000 Unit: SF Work Item: Northerly Perimeter Access Road Pavement Section
- Quantity: 100 Unit: EA Work Item: Class I Flexible Post Delineator
- Quantity: 2750 Unit: LF Work Item: AC Dike
- Quantity: 100 Unit: LF Work Item: AC Speed Bump
- Quantity: 1 Unit: LS Work Item: Roadside Inlet Structure
- Quantity: 40 Unit: LF Work Item: 24" CHDPE Below Grade Strom Drain
- Quantity: 440 Unit: LF Work Item: 60" Diameter CHDPE Below Grade Storm Drain - Line A
- Quantity: 1 Unit: LS Work Item: Line A Inlet Structure
- Quantity: 1 Unit: LS Work Item: Line A Outlet Structure
- Quantity: 6000 Unit: SF Work Item: Class III Rip Rap
- Quantity: 3550 Unit: SF Work Item: Class V Rip Rap
- Quantity: 1 Unit: LS Work Item: Erosion Control / Final Stabilization
NAICS Classification
237990 - Other Heavy and Civil Engineering Construction, 238910 - Site Preparation Contractors, 237310 - Highway, Street, and Bridge Construction
Records and Due Date
This bid opportunity was entered into BidAmerica on February 5, 2026, and was last updated on February 5, 2026. All bids and/or proposals are due on March 10, 2026.
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Legal Disclaimer
All bidders are responsible for reviewing and verifying all official bid documentation directly from the issuing agency. BidAmerica aggregates public bid information for advertisement purposes for contractors and government agencies convenience. This Notice of Invitation to Bid is for reference purposes only and is not an official or complete representation of any documents issued by San Bernardino County. BidAmerica does not guarantee the accuracy, completeness, or timeliness of any information displayed and shall not be held liable for any errors, omissions, misinterpretations, or damages resulting from reliance on this summary. Contractors must obtain all official information—including plans, specifications, addenda, deadlines, submission requirements, qualifications, and bidding conditions—directly from San Bernardino County prior to bidding.