Unofficial Notice of Invitation to Bid (NIB)

California Department of Motor Vehicles (DMV) is seeking bids from qualified and interested contractors for the following project titled, 25-245 - Parking Lot Seal and Stripe Services at the Corte Madera DMV Field Office, identified under Solicitation ID: 25-245. Work is to be performed near 2415 1st Ave, Sacramento, CA 95818, USA in Sacramento County.

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General Project Description

This project entails providing parking lot seal and stripe services at the Corte Madera DMV Field Office. The scope of work includes cleaning asphalt surfaces, minor asphalt repairs, oil removal, crack filling with rubberized filler, applying asphalt seal coat, replacing and reinstalling concrete wheel stops, repainting existing curbs, arrows, and symbols, and restriping parking spaces and lines. It also covers the removal and replacement of damaged asphalt and concrete curbs, painting handicapped parking stalls, blacking out old striping, and applying sand to curbing paint for slip prevention. All work must be performed after DMV business hours or on weekends/holidays unless otherwise approved.

General Bid Items

Quantity: - Unit: - Work Item: Clean existing asphalt surfaces.
Quantity: - Unit: - Work Item: Complete minor asphalt repairs and oil removal.
Quantity: - Unit: - Work Item: Fill all cracks over 1/4" wide with pre-approved rubberized crack filler.
Quantity: - Unit: - Work Item: Apply two (2) or more coats of asphalt seal covering on all asphalt surfaces.
Quantity: - Unit: - Work Item: Replace and reinstall broken or damaged concrete wheel stops.
Quantity: - Unit: - Work Item: Realign, pre-drill, and secure loose wheel stops.
Quantity: - Unit: - Work Item: Repaint existing painted curbs, arrows, and symbols with same original colors.
Quantity: - Unit: - Work Item: Restripe all existing spaces and lines.
Quantity: 7,500 Unit: Square Feet Work Item: Asphalt Partial Removal and Replacement. Specifications: Remove damaged asphalt, roots from vegetation, and degraded base material to depth sufficient; saw-cut neat and square; remove all excavation material from premises.
Quantity: - Unit: - Work Item: Remove and replace concrete curb along with removal of roots.
Quantity: - Unit: - Work Item: Paint handicapped space blue lines. Specifications: Centered on top of a six-inch (4") wide white line; two (2) coats of white paint six-inch (6") wide lines painted first, then two (2) coats of blue paint; four-inch (4") wide lines painted centered on top of white lines.
Quantity: - Unit: - Work Item: Black out all existing parking lot striping not to be repainted. Specifications: Black out lines prior to applying the first seal coat.
Quantity: - Unit: - Work Item: Add white sand to the first coat of paint on top of curbing around the building. Specifications: Add sand while the first coat is still wet, then apply a second coat to encapsulate the sand.
Quantity: - Unit: - Work Item: Fill all cracks with hot rubberized crack filler. Specifications: After blowing out dirt and rocks inside cracks.
Quantity: Approximately 78,300 Unit: Square Feet Work Item: Asphalt Seal Coating. Specifications: Apply two (2) or more coats of emulsion; mix with portable power mixer or tank-type equipment; apply by squeegees for spreading; cure for no less than two (2) hours; weather limitations apply (no fog, rain threatens, or temp above 90 F° unless pavement pre-wetted).
Quantity: - Unit: - Work Item: Surface Preparation for Seal Coating. Specifications: Clean surface of loose dirt, dust, sand, and foreign matter by power sweeping or high-pressure water wash; clean oil spots by scraping, burning, or detergent, then prime with shellac-type material and broadcast drying sand.
Quantity: - Unit: - Work Item: Crack Filling (Sealant). Specifications: Fill cracks 1/4" or larger with "AMCOE POUR" American Chemical Co. or approved equal rubberized crack filler; fill smaller cracks (less than 1/4") with multiple coats of seal material; clean entire depth of crack with high-pressure compressed air before filling.
Quantity: Approximately 6,500 Unit: Lineal Feet Work Item: Line Striping. Specifications: Match Existing Line Striping; apply two (2) separate coats of undiluted latex emulsion water base paint at 328 feet per gallon for four-inch (4") stripes using mechanical equipment.
Quantity: Four (4) Unit: STALLS Work Item: Designated Disabled Parking Stalls. Specifications: Per Title 24 ADA Specifications.
Quantity: - Unit: - Work Item: Traffic Control Pavement Marking (Curbs and Symbols). Specifications: Paint concrete curbs with color indicated on drawings using latex emulsion water base paint meeting State of California specifications; paint arrows and other traffic symbols using standard Caltrans stencils; incorporate glass beads into all arrows and motorcycle skill test areas per Caltrans specification 8010-21C-22 - Type II.
Quantity: Seven (7) Unit: - Work Item: Remove and Replace Wheel Stops. Specifications: Precast, steel-reinforced, air-entrained concrete, 4000-psi minimum compressive strength, 4-1/2" to 5" high, 8" to 9" wide, 47" to 48" long, chamfered corners, transverse drainage slots, minimum two (2) factory-formed/drilled vertical holes. Mounting Hardware: Galvanized-steel spike or dowel, 1/2" diameter, 10" minimum length. Adhesive: As recommended by manufacturer.
Quantity: - Unit: - Work Item: Concrete Curbs, Gutters, and Sidewalk Repair. Specifications: Ready-Mix-Concrete (ASTM C 94/C 94M, NRMCA certified); Forms (Plywood, metal, metal-framed plywood); Steel Reinforcement (ASTM A 615/A 615M, Grade 60); Dowel Placement (core or masonry drill for 1/2" x 24" rebar dowels at 12" on center); Cementitious Materials (Portland cement Type II, ASTM C 150/C 150M); Normal-Weight Aggregates (ASTM C 33/C 33M, Class 4M, 3/4" nominal, fine aggregate); Air-Entraining Admixture (ASTM C 260/C 260M); Chemical Admixtures (ASTM C 494/C 494M Type A, B, D, F, G; ASTM C 1017/C 1017M Type II); Water (potable, ASTM C 94/C 94M); Curing Materials (Water, Clear, Waterborne, Membrane-Forming Curing Compound ASTM C 309, Type 1, Class B); Joint Fillers (ASTM D 1751); Compressive Strength: 3500 psi (28 Days); Maximum W/C Ratio: 0.45; Slump Limit: 4 inches +/- 1 inch.

NAICS Classification

NAICS 237310 – Highway, Street, and Bridge Construction (Includes paving, marking, and rehabilitation of parking areas and access roads), NAICS 238990 – All Other Specialty Trade Contractors (For specialized services such as crack sealing, asphalt seal coating, and specialized pavement marking), NAICS 238110 – Poured Concrete Foundation and Structure Contractors (For concrete curb and wheel stop installation and repair)

Records and Due Date

This bid opportunity was entered into BidAmerica on November 28, 2025, and was last updated on November 27, 2025. All bids and/or proposals are due on January 2, 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 California Department of Motor Vehicles (DMV). 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 California Department of Motor Vehicles (DMV) prior to bidding.