J061--612A4-26-050 | Install Building 644 Dermatology Generator Site Prep

Amendment / Modification

This amendment provides clarifications to Solicitation 36C26126R0037:

• Site Visit: The site visit is scheduled for May 21, 2026, at 9:00 AM PDT. The location is the VA Northern California Health Care System (VANCHCS) Mather VAMC, 10535 Hospital Way, Mather, CA 95655.
• Proposal Due Date: There is no change to the proposal due date. The Fee Proposal Due Date remains June 17, 2026, by 10:00 AM PDT.

This amendment clarifies information related to the site visit and proposal due date.

No changes were made to the proposal due date. Bidders should note the confirmed site visit details.

Form / Attachment / Pricing Sheet

This document, titled "SOW Attachment 9 - Handrail Installation P.pdf", appears to be an attachment to a Statement of Work (SOW) or similar solicitation document. It provides visual context for a handrail installation project.

• Mockup Image: Shows a proposed handrail design overlaid on a photograph of the installation site.
• Desired Location: An annotation indicates the intended placement of the handrail along a sidewalk.
• Existing Conditions Images: Several photographs depict the current state of the sidewalk and surrounding area where the handrail is to be installed, highlighting existing infrastructure and terrain.

This attachment is crucial for bidders to understand the physical scope and specific location requirements for the handrail installation. It provides visual aids to supplement any written descriptions in the main solicitation or SOW, helping bidders assess the complexity of the work and prepare more accurate proposals.

Form / Attachment / Pricing Sheet

This document contains photographic evidence of various locations and site conditions, likely for a construction or landscaping project. It appears to be an attachment to a larger solicitation or SOW, providing visual context for the work to be performed.

• The document consists of 17 numbered images.
• Images depict exterior views of buildings, walkways, landscaping areas, utility access points, and signage.
• Specific details visible include:
  • Signage indicating the Allergy Clinic has moved to Building 644.
  • Paved walkways and curbs.
  • Grassy and bare earth areas, some with visible construction or landscaping markers (e.g., pink and blue spray paint).
  • Utility access covers and fixtures (e.g., fire hydrants, electrical boxes).
  • Building exteriors and entrances.

This attachment provides visual documentation of the current state of the project site. Bidders should review these images to understand the existing conditions, potential challenges, and the general environment where the work will take place. This visual information is crucial for accurately assessing the scope of work, developing a realistic bid, and planning project execution.

Form / Attachment / Pricing Sheet

This document is a site plan illustrating areas designated for the installation of new artificial grass. It serves as a visual guide for the contractor to identify the specific locations and approximate sizes of these areas.

• Green Areas: Clearly marked green sections on the plan indicate where artificial grass is to be installed.
• Area Sizes: Approximate square footage is provided for each designated green area (e.g., 1000SQFT, 1404SQFT, 86SQFT, 307SQFT, 3448SQFT, 980SQFT, 150SQFT).
• Location Markers: Numbered markers (#1 through #17) are present, likely corresponding to specific points or features on the ground, and potentially referenced in other documentation.
• Reference to SOW Attachment 8: A note directs users to SOW Attachment 8 for corresponding photographs, suggesting this plan should be used in conjunction with photographic evidence.

This attachment is crucial for bidders to understand the physical scope and layout of the artificial grass installation work. It helps in visualizing the project's extent, estimating material and labor needs, and ensuring accurate proposal development. Bidders should cross-reference this plan with SOW Attachment 8 and any other relevant project documentation.

Form / Attachment / Pricing Sheet

This document provides a "Curb Ramp Type B" detail drawing, illustrating the specifications for constructing accessible curb ramps. It serves as a technical guide for contractors to ensure compliance with accessibility standards.

• Dimensions: Specifies minimum width (6' min) and length (5' min) for the ramp.
• Slopes: Details maximum slopes allowed, including 2% in all directions, 10% max for transitions, and 5% max for the ramp itself. Specific allowances for gutters are also noted (5% max, 2% parallel/perpendicular).
• Materials: Mentions "Cast in Place Detectable Warning Surface" and "PCC Sidewalk Surface Improvements."
• Components: Illustrates "Vertical Curb," "Flush Curb," and "Detectable Warning" placement relative to the curb face.
• Notes: Includes "Not to Scale" indicators and a note regarding gutter slopes within the accessible path of travel.

This drawing is crucial for bidders to understand the specific design and construction requirements for curb ramps, which are likely part of a larger construction or renovation project. It directly impacts the scope of work, material selection, and quality control measures needed for successful bid preparation and project execution.

Forms / Attachments / Pricing Sheets

This document contains detailed construction drawings and specifications for various types of curb ramps, thickened edges, concrete connections, pavement sections, and curb inlets. It serves as a technical guide for contractors to ensure proper installation and compliance with design standards.

• Curb Ramps: Details for Type A, Type B, and Type C curb ramps, including dimensions, slopes (maximum 2% in all directions for landings, 5% maximum for ramps), and requirements for detectable warning surfaces (6"-8" from curb face, cast-in-place, yellow, slip-resistant).
• Thickened Edge: Specification for a thickened edge where concrete is adjacent to landscaping.
• Concrete Conform: Details for connecting new concrete to existing concrete using dowels.
• Pavement Sections: Specifications for vehicular asphalt pavement (4" AC over 11" aggregate base) and pavement conformity.
• Vertical Curb & Flush Curb: Details for vertical and flush curb construction, including rebar and dowel requirements, and AC plug details where abutting asphalt sections.
• Vertical Curb and Gutter: Specifics for vertical curb and gutter, including vertical drop to flow line requirements for accessible paths of travel.
• Curb Inlet Sediment Barriers: Drawings and notes for sump and continuous grade curb inlet sediment barriers using gravel bags.

This document is critical for bidders to understand the specific construction requirements, materials, dimensions, and installation methods for civil work related to the opportunity. It directly impacts the scope, cost, and technical approach for any construction or infrastructure components of the project.

Form / Attachment / Pricing Sheet

This document appears to be a visual aid, likely an attachment to a larger solicitation or SOW, indicating a "New Tap Box Location." It provides photographic evidence of a specific area, presumably for construction or utility work.

• The primary element is a photograph showing an outdoor area with concrete pathways, landscaping, and parked vehicles.
• An arrow and text label point to a specific spot, identifying it as the "New Tap Box Location."

This attachment is crucial for bidders to visually identify the precise location where a new tap box is to be installed or accessed. It helps in understanding the site context, potential access challenges, and the physical environment for any related work described in the main solicitation or SOW.

Other / Unclassified

This document is a General Decision Number (GDN) from the U.S. Department of Labor, Wage and Hour Division, detailing prevailing wage rates for various construction trades in California. It specifies hourly rates for different job classifications, including base pay and fringe benefits, across numerous counties.

This document is crucial for bidders on federal or federally-funded construction projects in California. It establishes the minimum wage rates that must be paid to laborers and mechanics employed on such projects, as required by the Davis-Bacon Act. Bidders must consult this document to accurately calculate labor costs for their proposals and ensure compliance with federal labor laws, thereby avoiding potential penalties or bid disqualifications.

Solicitation / RFP / RFQ

This document, "SECTION 31 20 11 EARTHWORK (SHORT FORM)", specifies the requirements for furnishing all equipment, materials, labor, and techniques for earthwork operations. This includes excavation, fill, backfill, and site restoration utilizing fertilizer, seed, and/or sod.

• Excavation: Includes unclassified excavation (removal of pavements, obstructions, utilities, underground structures, and all material types) and classified excavation (removal of all material not defined as rock). Rock excavation is defined to include solid ledge rock, cemented deposits requiring blasting or large excavators, and boulders over 0.4 m3.

• Fill and Backfill: Specifies requirements for materials, placement, and compaction. Materials must meet specific density, plasticity index, and liquid limit criteria. Compaction must achieve at least 95% of maximum density (ASTM D698).

• Site Preparation: Includes clearing, grubbing (removal of stumps and roots 75 mm and larger), and management of existing trees and shrubs.

• Materials: Details requirements for fill, granular fill (for concrete slabs and bedding), fertilizer, seed, and sod.

• Disposal: Outlines procedures for the disposal of unsuitable and excess excavated material, including requirements for contaminated soil.

• Site Earthwork: Excavation must be accomplished as required by drawings and specifications, with unsuitable materials removed and replaced.

• Grading: Uniform grading of areas, including smooth finished surfaces, specific slopes for backfill outside buildings, and finished grade levels relative to window openings.

• Lawn Areas: Specific requirements for harrowing, tilling, topsoil application, fertilizing, seeding, and sodding.

• The document is a "Short Form" specification, suggesting a streamlined approach to earthwork requirements.

• References to "Resident Engineer" indicate government oversight and approval processes.

• Submittals: Require submittal of shop drawings, product data, and samples in accordance with Section 01 33 23. Specific submittals include a Rock Excavation Report, contractor procedures for material disposal and borrow sources, and qualifications of testing laboratories.

• Applicable Publications: References standards from American Nursery and Landscape Association (ANLA), American Association of State Highway and Transportation Officials (AASHTO), American Society for Testing and Materials (ASTM), and Standard Specifications of California State Department of Transportation.

• Not explicitly stated in this document.

• This document is a specification for earthwork and is likely an attachment to a larger solicitation or contract.

• It references other sections of the General Requirements (e.g., Section 01 00 00) and specific articles within those sections.

Other / Unclassified

This document, "SECTION 26 05 11 REQUIREMENTS FOR ELECTRICAL INSTALLATIONS," outlines the general requirements for electrical installations. It covers:

• General Description: Applies to all sections of Division 26, requiring electrical systems, materials, and equipment to be furnished and installed per specifications and drawings. It emphasizes compliance with the electric utility company's requirements for service entrance equipment and coordination of protective devices.
• Minimum Requirements: Mandates adherence to the latest International Building Code (IBC), Underwriters Laboratories (UL), Institute of Electrical and Electronics Engineers (IEEE), and National Fire Protection Association (NFPA) codes and standards. Drawings and specifications take precedence if requirements are more stringent.
• Test Standards: Specifies that all materials and equipment must be listed, labeled, or certified by a Nationally Recognized Testing Laboratory (NRTL) to meet UL standards. Definitions for "Listed," "Labeled," and "Certified" are provided.
• Qualifications: Details manufacturer qualifications, requiring them to regularly produce specified materials and equipment for at least three years. Products must have been in satisfactory operation for at least three years on similar installations. A permanent service organization is also required.
• Applicable Publications: States that applicable publications listed in Division 26 are the latest issue unless otherwise noted.
• Manufactured Products: Requires materials and equipment to be of current production, new, and of superior quality. Units of the same type must be from a single manufacturer. Compatibility and responsibility for assembled units are addressed.
• Variations from Contract Requirements: Outlines procedures for handling variations requested by the Government or Contractor.
• Materials and Equipment Protection: Details requirements for protecting materials and equipment during shipment, storage, and installation against damage, vermin, dirt, and environmental factors.
• Work Performance: Mandates compliance with various NFPA, OSHA, and other relevant codes. It emphasizes job site safety, de-energized work, and specific procedures for energized electrical work, including work plans and approvals. Coordination with other trades is also required.
• Equipment Installation and Requirements: Covers equipment location, working clearances, and accessibility. It also reiterates requirements for electrical service entrance equipment.
• Equipment Identification: Requires identification signs for normal and essential electrical system equipment, including specific details for arc flash warning labels.
• Submittals: Outlines the process for submitting shop drawings, product data, samples, and maintenance/operation manuals, including requirements for content and approval.
• Acceptance Checks and Tests: Details the Contractor's responsibility for tests, coordination of components, and repair/replacement of defective items.
• Warranty: Specifies a one-year warranty from the date of acceptance.
• Instruction: Requires instruction to designated Government personnel on the operation and maintenance of specified equipment and systems.

This document establishes the baseline technical and safety standards for all electrical installations within the scope of a potential contract. Bidders must understand these requirements to accurately estimate costs, plan their approach, and ensure compliance. Key areas for bidders to note include:

• Compliance Standards: Adherence to specific codes (NEC, NFPA 70E, etc.) and the requirement for NRTL-certified materials.
• Manufacturer and Product Qualifications: The need for established manufacturers with proven product performance and service capabilities.
• Safety Procedures: Strict protocols for energized electrical work, including detailed work plans and approvals.
• Submittal Requirements: The extensive documentation and approval process for materials, equipment, and manuals.
• Protection and Warranty: Requirements for safeguarding materials and a one-year warranty on all work and equipment.

Statement of Work (SOW) / Performance Work Statement (PWS)

This document specifies the control of environmental pollution and damage that the Contractor must consider for air, water, and land resources. It covers the management of visual aesthetics, noise, solid waste, radiant energy, and radioactive materials.

• Pollution and Damage Control: The Contractor is responsible for controlling environmental pollution and damage, defined as the presence of chemical, physical, or biological elements that adversely affect human health, ecological balances, other species, or aesthetic/cultural/historical purposes.

• Definitions: Provides definitions for various pollutants including chemical waste, debris, sediment, solid waste, and surface discharge.

• Quality Control: Requires the establishment and maintenance of a quality control program for environmental protection and daily reporting of compliance issues.

• Submittals: Mandates the submission of an Environmental Protection Plan, including details on responsible personnel, hazardous waste management, training programs, and a list of applicable laws and permits.

• Protection of Environmental Resources: Requires protection of land, water, air, and wildlife resources within and outside project boundaries. This includes:

  • Identifying and preserving land resources (trees, shrubs, topsoil, landforms).
  • Implementing erosion and sedimentation control measures.
  • Managing borrow and spoil areas to prevent erosion.
  • Controlling water pollution from construction activities.
  • Minimizing interference with fish and wildlife.
  • Controlling air pollution, including dust, aerosols, and emissions.
  • Minimizing noise pollution from construction activities.

• Restoration and Clean-up: Requires restoration of any damaged public or private property and final clean-up of the construction area.

• Compliance with Federal, State, and local laws, regulations, and permits.

• Maintenance of ambient air quality standards.

• Adherence to specified noise level limitations for construction equipment and activities.

• Control of pollutants to prevent violation of water quality standards.

• The contract period is not specified in this document, but environmental protection measures are required throughout the entire period of the contract.

• Performance is within the project boundaries and affected areas outside the limits of permanent work.

• Development and submission of a comprehensive Environmental Protection Plan.

• Specific measures for controlling dust, noise, waste disposal, and water pollution.

• Prohibition of burning on the job site.

• Use of approved methods for particulate control (e.g., sprinklering, chemical treatment, baghouses).

• Adherence to noise level limits for construction equipment and activities, with specific dB limitations based on duration and type of noise.

• Restoration of any damaged property to its original condition.

Statement of Work (SOW) / Performance Work Statement (PWS)

This document specifies materials testing and inspection services required during project construction. These services are to be provided by a Testing Laboratory retained by the General Contractor.

The Testing Laboratory shall provide qualified personnel, materials, equipment, and transportation to perform the identified services. Key areas of work include:

• Earthwork:
  • Observation of fill and subgrades during proof-rolling.
  • Part-time observation of fill placement and compaction, and field density testing.
  • Supervised geotechnical technician for excavation, subsurface preparation, and backfill.
  • Determination of maximum density and optimum moisture content for fill, backfill, and subgrade materials.
  • Field density tests using ASTM D6938 or D1556.
  • Gradation tests for fill and backfill materials.
  • Testing for footing bearing capacity.
  • Testing suitability of on-site and off-site borrow materials.
• Asphalt Concrete Paving:
  • Determination of maximum density and optimum moisture content for aggregate base.
  • Field density tests for aggregate base.
  • Sampling and testing of aggregate for gradation, wear, and soundness.
  • Sampling and testing of asphalt concrete aggregates for gradation, wear, and soundness.
  • Checking temperature of asphalt concrete.
  • Field density tests for asphalt base and surface course.
• Concrete:
  • Batch plant inspection and materials testing, including continuous inspection until quality is established.
  • Inspection and testing of mix ingredients and aggregates.
  • Certification of ingredients and proportions for trial mixes.
  • Field inspection and materials testing, including sampling and testing of ready-mix concrete.
  • Testing of concrete compression test cylinders.
  • Weight tests of hardened lightweight structural concrete.
  • Environmental condition monitoring during concreting.
  • Inspection of reinforcing steel placement.
  • Observation of concrete conveying, placement, consolidation, and curing.
  • Measurement of concrete flatwork for levelness and flatness.
  • Laboratory tests of field samples, including compression strength and weight tests.
• Reinforcement:
  • Review of mill test reports.
  • Tensile and bend tests of reinforcement samples.
  • Tension tests of mechanical and welded splices.

Testing will be conducted in accordance with numerous referenced standards, including AASHTO and ASTM standards (e.g., AASHTO T27, T96, T104; ASTM C31, C33, C39, C136, C138, C143, C172, C173, C567, D1140, D1143, D1188, D1555, D1556, D1557, D2166, D2167, D2216, D3666, D3740, D6938, E1155, E164, E329, E543, E605, E94). Specific testing frequencies and quantities are detailed within the document (e.g., number of tests per square yard/foot/meter, per layer, per pour, or per interval).

Not explicitly stated in this section, but services are required during project construction.

• Accreditation: Testing laboratories must be accredited by a laboratory accreditation authority and submit a Certificate and Scope of Accreditation. The scope must include specified ASTM standards.
• Reporting: Written reports of test results are required to be submitted to the Resident Engineer and Contractor. Reports for tests failing to meet requirements must be on colored paper. Verbal notification of irregularities is required immediately.
• Personnel: Qualified personnel, materials, equipment, and transportation are required.
• Hazardous Materials: Laboratories engaged in Hazardous Materials Testing must meet OSHA and EPA requirements.

Form / Attachment / Pricing Sheet

This document is a "Mock Up" attachment for a Statement of Work (SOW) related to a Generator Containment Area. It visually depicts proposed changes and elements for the area.

• Generator Containment Area: Outlined in blue, indicating the boundary for the generator enclosure.
• New Sidewalk Ramps: Depicted on both sides of the pedestrian crossing.
• Painted Striped Lines: Indicating traffic or pedestrian flow.
• Gates: Includes a "Double-Leaf Swing Gate" and "Single-Leaf Gate" for access.
• Green Areas: Labeled as "Artificial Turf."
• Asphalt: Indicates paved surfaces.
• Existing Tap Box & New Tap Box Location: Identifies utility access points.
• Scale: A "40 ft" marker is present.

This visual aid helps bidders understand the physical layout and proposed modifications to the generator containment area, which is crucial for accurately estimating labor, materials, and scope for any related construction or maintenance tasks.

Form / Attachment / Pricing Sheet

This document is a "REQUEST FOR INFORMATION (RFI) FORM" intended for potential bidders to submit questions regarding Solicitation 36C26126R0037. Responses to these inquiries will be provided in amendment format via SAM.gov.

• Contact Information: Bidders must provide Company Name, Offeror, the name of the person submitting the question, Date of Inquiry, and Phone Number.
• Inquiry Type: Bidders should indicate if their questions pertain to the solicitation, evaluation factors, statement of work, or technical data.
• Proposal Inquiry Section: A space is provided to type out the specific RFI questions, with RFI #1, RFI #2, RFI #3, and options to add more.

This form is crucial for bidders to submit any pre-proposal inquiries they may have about the solicitation or its associated documents. It outlines the required format and submission method (email to christopher.aguon@va.gov and charee.harris@va.gov) for these questions. Telephone inquiries will not be accepted. Bidders are instructed to identify their inquiries in numerical sequence.

Form / Attachment / Pricing Sheet

This document is a supplemental price breakdown sheet required for the "Install Generator Site Prep" solicitation (36C26126R0037). It is to be used solely for price analysis purposes.

• The sheet requires bidders to provide a complete divisional cost break-out for the entire project.
• It lists standard construction divisions (00-34) and provides space to enter the cost associated with each division.
• Fields are included for "Subtotal," "Other," "Bonds and Insurance," "Overhead," "Profit," and a "Total" cost.
• Bidders must add additional lines if specific divisions are applicable beyond those listed.

Bidders must complete and submit this form as part of their proposal to detail their pricing structure by construction division. This breakdown is essential for the government's price analysis and evaluation of the submitted bids.

Form / Attachment / Pricing Sheet

This document contains photographic evidence of a generator tap box and related electrical infrastructure. It serves as a visual reference for the existing conditions or installed components relevant to the opportunity.

• Image of a "TEMP TAP" labeled generator tap box.
• Photographs of electrical conduits, piping, and a large electrical panel.
• Images showing the exterior of a building with electrical equipment and utility lines.

This attachment provides visual context for the physical environment and existing electrical systems. Bidders should review these images to understand the site conditions, the scale of equipment, and potential installation challenges or requirements related to the opportunity.

Solicitation / RFP / RFQ

This solicitation is for construction services to install a Building 644 Dermatology Generator Site Prep at the VA Northern California Healthcare System (VANCHCS) Mather VAMC. The project involves site preparation, electrical work, and sidewalk modifications to accommodate a mobile emergency generator.

• Construct a ~500 sq ft permanent mobile generator enclosure area.

• Demolish and remove existing asphalt, concrete, and landscape materials.

• Install new asphalt pavement matching existing specifications.

• Install an 8-foot-tall chain-link fence with privacy slats, including two personnel access gates and one double-leaf swing gate.

• Modify existing sidewalks to create ADA-compliant transition ramps around the enclosure.

• Relocate an existing generator tap box approximately 35 feet and extend conduit.

• Correct sidewalk deficiencies at the northeast corner of Building 651, including concrete demolition and new pavement installation.

• Install approximately 8,000 SF of artificial grass.

• Install approximately 75 linear feet of stainless-steel handrail along a sidewalk north of Building 646.

• All work must comply with VA Barrier Free Design Standards and relevant specifications.

• Contract Type: Firm-Fixed-Price Construction.

• Estimated Magnitude: Between $500,000.00 and $1,000,000.00.

• Performance Period: Maximum of 180 days from Notice to Proceed.

• Offers are due by the date and time specified in Block 13 of the SF 1442.

• Submission Requirements: Completed SF 1442, Supplemental Price Breakdown, Safety & Environmental Record/EMR documentation, Bid Bond, and completed Certificate 852.219-75.

• Electronic submission required via email to christopher.aguon@va.gov and charee.harris@va.gov.

• Evaluation: Price-only selection. The lowest price offer will be evaluated for fairness and reasonableness.

• RFIs/Questions Due: May 29, 2026, at 10:00 AM Pacific Daylight Time.

• This procurement is 100% set aside for Service Disabled Veterans Owned Small Businesses (SDVOSBs).

• Offerors must be verified in the SBA DSBS website and on SAM.gov at the time of offer submission and prior to award.

• NAICS Code: 236220, Small Business Size Standard: $45 Million.

• Bid, Payment, and Performance bonds are required.

• A site visit is scheduled for Thursday, May 21, 2026, at 9 am at the Mather VAMC. POC: Isaiah McElvain.

• Drawings and specifications are provided in electronic format.

Statement of Work (SOW) / Performance Work Statement (PWS)

This document details the requirements for asphalt paving work, including composition, mixing, construction, and protection of hot asphalt concrete pavement.

• Covers the composition, mixing, construction on prepared subgrade, and protection of hot asphalt concrete pavement.

• Includes aggregate or asphalt base course and asphalt surface course construction conforming to specified lines, grades, thickness, and cross-sections.

• Requires rolling, finishing, and approval before the placement of the next course.

• References related work for laboratory and field testing, subgrade preparation, and pavement markings.

• Specific tolerances for thickness (minus 0.0mm to plus 12.7mm) and smoothness (5mm in 3m).

• Requirements for compaction and moisture content.

• Finished paving must be hard, smooth, unyielding, and true to specified dimensions.

• Seal coat must be smooth, tough, resilient, and of uniform black color.

Not explicitly stated in this section of the document.

• Materials must conform to the latest version of State Highway Material Specifications.
• Contractor's Registered Professional Land Surveyor must establish and control alignment and grade.
• Submittals include data and test reports, certifications for asphalt materials, State Highway Department specifications, and MSDS for chemicals.
• Specific requirements for aggregates, asphalts (penetration grade, prime coat, tack coat), and sealers.
• Execution includes specific temperature requirements for mixing and placing asphaltic concrete, subgrade preparation, base courses, and application of seal coat.
• Protection of paved areas from traffic until sealer is set and cured.

Form / Attachment / Pricing Sheet

This document is a map of the Mather Campus, detailing building locations, parking areas, and "Projects of Note." It serves as a visual reference for understanding the physical layout of the campus and identifying current or future construction projects.

• Building Legend: Lists buildings by number and name (e.g., 650 Primary Care, 700 Hospital and Clinic, 833 Medical Specialties).
• Projects of Note: Highlights specific renovation and construction projects with associated building numbers (e.g., Building 700: 3rd Floor Hybrid O.R. Renovation, Construct HEM/ONC).
• Campus Map: An aerial view with building outlines, road networks, and labeled areas (e.g., International Drive, Hospital Way, Mather Blvd.).
• Parking Information: A table detailing various parking locations (surface lots, parking garage, leased overflow) with their capacities, including "Own" and "Lease" designations.

This map is crucial for bidders to visualize the project site, understand the context of any work described in related solicitations (e.g., proximity to other buildings, access routes), and identify potential staging or parking areas. The "Projects of Note" section may directly relate to the scope of work for this opportunity.

Statement of Work (SOW) / Performance Work Statement (PWS)

This document outlines the specifications for the supply and installation of chain link fences and gates.

• Installation of chain link fences, gates, and accessories.

• Includes requirements for temporary construction fencing.

• Specifies materials for chain link fabric, fence framework, tension wire, barbed wire, fittings, tie wire, hog rings, concrete, and finishes.

• Compliance with various ASTM, CLFMI, and Federal Specifications.

• Fence alignment and zinc-coating certifications required.

• Manufacturer and installer qualifications based on experience and satisfactory service.

• Welders and welding procedures must meet AWS D1.1/D1.1M and AWS D1.3/D1.3M standards.

Not explicitly stated in this document, but implies on-site installation.

• All fences and gates must be provided by a single manufacturer.
• Specific material standards for fabric (e.g., zinc-coated, aluminum-coated), framework (e.g., galvanized steel pipe), tension wire, and barbed wire.
• Detailed requirements for fence fittings, concrete footings, and installation procedures (e.g., post setting, rail installation, tension wire placement).
• Finish requirements include powder-coat or aluminum anodized finishes.
• Construction warranty as per FAR clause 52.246-21.

Statement of Work (SOW) / Performance Work Statement (PWS)

This document outlines the requirements for painting pavement markings, including traffic lanes, parking bays, handicapped areas, and crosswalks.

• Application of paint on pavement surfaces.

• Includes traffic lanes, parking bays, areas restricted to handicapped persons, crosswalks, and other detailed pavement markings.

• Adherence to specific VOC limits and paint color schedules.

• Use of retro-reflective beads and waterborne traffic paint.

• Paint application must result in true, sharp edges and ends.

• Wet film thickness of 0.4 mm (0.015 inch) per coat.

• Compliance with specified tolerances for line length and width (±75 mm for length, ±3 mm for width).

• Protection of markings from traffic and construction operations until dry and track-free.

• Not explicitly stated in this section, but implies on-site application.

• Submittals required: Submittal Procedures, Submittal Drawings (showing configuration, dimensions, and accessibility symbols), Manufacturer's Literature and Data, Samples, Certificates, and Qualifications.

• Installer must have satisfactory service on at least five similar installations for a minimum of five years.

• Products must be delivered in original sealed packaging.

• Storage requires a dry, weathertight conditioned facility.

• Field conditions: Minimum product temperature of 13°C (55°F) for 48 hours prior; surface and ambient temperature between 10°C (50°F) and 35°C (95°F).

• Preparation includes cleaning substrates, removing contaminants, and potentially obliterating existing markings.

• Specific equipment requirements for sandblasting and paint application.

• Warranty: Construction Warranty per FAR clause 52.246-21.

Statement of Work (SOW) / Performance Work Statement (PWS)

This document specifies requirements for cement and concrete work related to exterior improvements.

• Installation of subbase for concrete pavements.

• Construction of curbs, gutters, pedestrian pavement (walks, grade slabs, pedestrian crossings, wheelchair curb ramps, terraces, steps, patios), and vehicular pavement (service courts, driveways, parking lots).

• Includes requirements for materials, preinstallation meetings, submittals, quality assurance, delivery, storage, handling, field conditions, warranty, concrete mixes, accessories, and execution.

• Specific tolerances for form setting, subbase placement, concrete finishing, and paving are detailed.

• Compaction of subbase must meet minimum 95 or 100 percent of maximum density.

• Concrete must meet specified compressive strength, slump, and air-entrainment requirements.

• Curing must be for a minimum of 7 days.

Not explicitly stated in this section, but implies on-site construction work.

• Adherence to numerous ASTM, AASHTO, ACI, and ANSI standards.
• Preinstallation meetings required at least 30 days before work begins.
• Specific submittal requirements including drawings, manufacturer's literature, test reports, certificates, qualifications, and concrete mix designs.
• Strict quality assurance measures for installers and land surveyors.
• Detailed procedures for hot and cold weather concreting.
• Specific requirements for concrete mix designs, including different types and their properties.
• Procedures for placing, finishing, and curing concrete for various applications (curb and gutter, pedestrian pavement, vehicular pavement, equipment pads).
• Requirements for concrete protective coating to protect against deicing materials.

Statement of Work (SOW) / Performance Work Statement (PWS)

This document specifies the requirements for the demolition and removal of buildings, portions of buildings, utilities, other structures, and debris from trash dumps.

• Demolish and remove buildings and structures, including all appurtenances.

• Remove outside utility service lines as indicated or uncovered by work.

• Remove abandoned outside utility lines that interfere with new construction.

• Demolish and remove materials from trash dumps.

• Break up concrete slabs below grade into pieces not exceeding 600 mm (24 inches) square for drainage.

• Demolition must be performed in a manner that eliminates hazards to persons and property.

• Minimize interference with adjacent areas, utilities, and structures.

• Provide free passage to and from adjacent areas.

• Ensure structural elements are not overloaded; provide new supports and reinforcement as needed.

• Leave the site in clean condition satisfactory to the Resident Engineer upon completion.

• Not explicitly stated in this document, but implies work on a Medical Center site.

• Comply with safety requirements, including an Accident Prevention Plan.

• Provide safeguards such as warning signs, barricades, and temporary fences.

• Maintain fences, barricades, and lights around exposed excavations.

• Use enclosed dust chutes with control gates.

• Prevent spread of flying particles and dust; use water to keep dust to a minimum, or vacuum.

• Fire safety rules must be observed, including having fire extinguishers readily available.

• Keep hydrants clear and accessible.

• Debris, including brick, concrete, stone, and metals, becomes the property of the Contractor and must be disposed of daily off-site, in compliance with federal, state, or local regulations.

• Materials discovered to be hazardous must be handled as unforeseen and referred to Hazardous Materials specifications.

• Notify the Resident Engineer prior to further work if utility lines not indicated on drawings are encountered.

Statement of Work (SOW) / Performance Work Statement (PWS)

This document specifies the requirements for the management of non-hazardous building construction and demolition waste.

• Minimize waste disposal in landfills.

• Salvage, recycle, or reuse waste materials as economically feasible.

• Divert construction and demolition waste from landfills and incinerators.

• Develop and implement a Waste Management Plan.

• Employ techniques to minimize waste generation.

• Sort and separate waste materials.

• Salvage existing materials for reuse or resale.

• Recycle materials that cannot be reused or sold.

• Minimum waste categories to be diverted include: Soil, Inerts (concrete, masonry, asphalt), clean dimensional wood, green waste, engineered wood products, metal products, sheathing, cardboard/paper, bitumen roofing, plastics, carpet/pad, gypsum board, insulation, paint, and fluorescent lamps.

• Contractor shall develop and implement procedures to recycle construction and demolition waste to a minimum of 50 percent.

• Contractor shall maintain records documenting waste generated, diverted (sale, reuse, recycling), and disposed (landfill/incineration).

• Monthly summary of construction and demolition debris diversion and disposal.

• Target waste diversion rate by material and overall diversion rate.

• Final report documenting implementation results.

Not explicitly stated in this document, but related to construction and demolition operations.

• Contractor shall assign a specific area for material separation, kept neat, clean, and clearly marked.
• Contractor shall provide on-site instructions and supervision for separation, handling, salvaging, recycling, and reuse methods.
• Facilities used for recycling, reuse, and disposal must be permitted for the intended use and comply with local, state, and federal regulations.
• Contractor is responsible for transporting and disposing of materials not suitable for source-separated or mixed materials recycling facilities.
• Hazardous wastes must be separated, stored, and disposed of according to regulations.
• Applicable publications include LEED Green Building Rating System and Green Globes for New Construction.

Statement of Work (SOW) / Performance Work Statement (PWS)

This document specifies requirements for Contractor Quality Control (CQC) for both Design-Bid-Build (DBB) and Design-Build (DB) construction projects.

• Establishes and maintains an effective quality control (QC) system compliant with FAR Clause 52.246-12 "Inspection of Construction".

• Covers all design and construction operations, both onsite and offsite.

• Outlines requirements for CQC plans, procedures, and organization necessary to produce an end product that complies with contract requirements.

• CQC system must ensure all services meet professional architectural and engineering quality standards.

• Independent technical reviews are required for design documents.

• Errors and deficiencies in design documents must be corrected prior to submission.

• Performance is subject to Government acceptance and may require changes to the CQC plan or operations.

• Not explicitly defined in this document, but applies to all design and construction operations, both onsite and offsite.

• CQC Plan Submission: Due within 30 days after receipt of Notice to Proceed (NTP). An Interim CQC Plan may be considered for the first 30 days.

• CQC Plan Content: Must include organization chart, personnel qualifications and responsibilities, procedures for submittals, testing, deficiency tracking, and reporting.

• Personnel: Requires a CQC System Manager, Safety and Health Manager, and potentially a Design Quality Manager, with specific experience and qualifications outlined in an Experience Matrix.

• Control Phases: Requires three phases of control for each definable feature of work: Preparatory, Initial, and Follow-Up.

• Testing: Specifies requirements for performing and documenting tests, including the use of approved testing laboratories.

• Inspections: Outlines requirements for Punch-Out, Pre-Final, and Final Acceptance Inspections.

• Documentation: Requires maintenance of current records of all QC activities, tests, submittals, and safety evaluations.

Form / Attachment / Pricing Sheet

This document, "Reference Standards," outlines the availability and sources of various specifications, standards, and commercial item descriptions that are referenced within the solicitation or shown on the drawings. It serves as a guide for bidders to obtain necessary documents for understanding and responding to the opportunity.

• GSA Index of Federal Specifications, Standards and Commercial Item Descriptions (FPMR Part 101-29): Provides information on how to obtain these documents from the GSA Federal Supply Service for a fee, or free of charge if the solicitation was issued by GSA, Department of Agriculture, or Department of Veterans Affairs.
• Specifications Not Listed in GSA Index: Details how to examine specifications and standards not included in the GSA index. This includes a physical examination location at the Department of Veterans Affairs in Washington, D.C., and a comprehensive list of associations and organizations from which these specifications can be obtained, along with their respective websites.

This document is crucial for bidders as it directs them to the specific standards and specifications required for the project. Understanding and obtaining these referenced documents is essential for accurately preparing proposals, ensuring compliance with technical requirements, and evaluating the full scope of the opportunity.

Other / Unclassified

This document, "Safety Requirements" (Section 01 35 26), outlines the comprehensive safety standards and procedures that must be adhered to during construction projects. It details applicable publications, definitions of key safety terms, submittal requirements, and regulatory mandates.

This document is crucial for bidders to understand the stringent safety protocols required for the opportunity. It covers a wide range of safety topics, including:

• Accident Prevention: Requirements for Accident Prevention Plans (APP), including content, preparation, and submission.
• Hazard Analysis: Procedures for Activity Hazard Analyses (AHAs) and their acceptance.
• Training and Qualifications: Mandated training for the Contractor Designated Representative (DR) and "Competent Persons" (CPs), including specific OSHA and EM 385-1-1 course requirements.
• Inspections and Reporting: Protocols for daily, weekly, and monthly safety inspections, mishap reporting, and OSHA 300 log maintenance.
• Personal Protective Equipment (PPE): Mandatory PPE requirements and guidelines.
• Specific Hazard Controls: Detailed requirements for fall protection, scaffolding, excavation and trenching, cranes, electrical work, confined space entry, welding and cutting, and floor/wall openings.
• Regulatory Compliance: Adherence to various standards including OSHA, NFPA, and USACE EM 385-1-1.

Bidders must ensure their proposals and execution plans fully address and comply with these safety requirements, as non-compliance can lead to work stoppages and other contractual penalties.

Form / Attachment / Pricing Sheet

This document, "013323 Shop drawings Product Data and Samples.pdf," outlines the procedures and requirements for submittals related to a construction contract. It details the types of submittals required, definitions of key terms, and the process for their review and approval by the VA.

• Definitions: Clarifies terms such as Preconstruction Submittals, Shop Drawings, Product Data, Samples, Design Data, Test Reports, Certificates, Manufacturer's Instructions, Manufacturer's Field Reports, Operation and Maintenance Data, and Closeout Submittals.
• Submittal Register: Describes the purpose and maintenance of a submittal register, which serves as a scheduling and control document.
• Submittal Scheduling: Emphasizes that submittals must be scheduled, submitted, reviewed, and approved prior to acquiring materials or equipment.
• Submittal Preparation: Outlines requirements for completeness, data collection, and the prohibition of partial submittals.
• Submittal Format and Transmission: Specifies electronic format (PDF preferred), file naming conventions, quality requirements, and transmission methods (email for <5MB, FTP for >5MB).
• Samples: Details requirements for submitting physical samples, including quantity, range of variation, and specific manufacturer/style samples.
• Operation and Maintenance Data: Specifies the timeframe for submission and potential withholding of payment for non-compliance.
• Test Reports: Notes that the COR may require tests after installation.
• VA Review: Outlines the VA's review process, including review periods (15 business days for submittals, 10 for RFIs) and possible notations on returned submittals (Approved, Approved as noted, Disapproved, Not reviewed).
• Approved Submittals: Clarifies that VA approval does not relieve the contractor of responsibility for errors or full compliance.
• Withholding of Payment: States that payment for incorporated materials will not be made if required approvals are absent.

This document is crucial for bidders as it defines the critical process of submitting and obtaining approval for all materials, products, and work details before they are incorporated into the project. Understanding these requirements is essential for proper project planning, scheduling, and avoiding delays or payment issues. Bidders must pay close attention to the definitions, submission timelines, formatting, and the VA's review process to ensure compliance and successful contract execution.

Statement of Work (SOW) / Performance Work Statement (PWS)

This document outlines the requirements for developing and maintaining a Critical Path Method (CPM) plan and schedule for a project. The schedule is intended to demonstrate fulfillment of contract requirements and will be used for scheduling, coordinating, and monitoring work.

• The Contractor shall develop a CPM plan and schedule.

• The schedule must be kept up-to-date throughout the contract.

• Conventional CPM techniques are to be utilized for both time and cost applications.

• The Contractor shall designate an authorized representative responsible for the project schedule.

• The Contractor may use an in-house representative or engage an outside scheduling consultant, who must be approved by the Contracting Officer.

• Monthly computer-produced time/cost schedules and reports are required.

• These reports must include project schedule changes and associated data.

• Updated schedules must be in CPM format.

• Software used must be compatible with VA project scheduling software.

• The Contractor is responsible for the correctness and timeliness of computer-produced reports.

• Errors in reports must be corrected within ten (10) calendar days of notification.

• The initial project schedule must be submitted within thirty (30) calendar days after receipt of Notice to Proceed.

• Subsequent updates and revisions are required throughout the project lifecycle.

• The schedule must include all work activities/events and their associated costs.

• Cash flow curves must be generated to indicate the percentage of work activity/event dollar value scheduled.

• The schedule must clearly display the Contractor's approach to scheduling the complete project.

• The Contractor must account for VA approval times for submittals, which will not be less than 20 work days.

• VA inspection and acceptance activity/events will have a minimum duration of five work days.

• The schedule must show trade relationships to indicate the movement of trades.

• Work activities/events should have a duration no longer than 20 work days, unless otherwise approved.

• The schedule must be numbered to reflect discipline, phase, or location.

• Supporting data, including a project calendar and shift information, must be submitted.

• The Contractor must address work activities to avoid slippage of the project schedule and identify necessary actions to maintain schedule status.

• If completion dates are not met, the Contractor may need to increase manpower, working hours, or reschedule work, subject to COR approval.

General Requirements / Specifications

This document outlines the general requirements and specifications for a construction project. It details various aspects of the work, including safety, site preparation, security, fire safety, operations, and restoration.

• Safety: Adherence to OSHA standards, provision of a "competent person," and required safety training for all personnel.

• Site Preparation: Contractor is responsible for preparing the site, including demolition and furnishing labor and materials.

• Security: Implementation of a security plan, subject to inspection, and restrictions on photography.

• Fire Safety: Establishment and maintenance of a fire protection program, including a fire safety plan and adherence to relevant NFPA and OSHA standards.

• Operations & Storage: Confinement of operations to authorized areas, use of temporary buildings with approval, and adherence to traffic and access regulations.

• Restoration: Removal, alteration, patching, and repair of existing work to install new work, and delivery of the work complete and undamaged.

• Infection Prevention: Implementation of measures to control dust and prevent mold, in accordance with VAMC's Infection Control Risk Assessment (ICRA) team guidelines.

• Submittals: Maintenance of as-built drawings and utilization of Submittal Exchange for managing construction documents.

• Testing: Conducting final tests in the presence of an authorized representative.

• Lockout/Tagout (LOTO): Provision and placement of LOTO equipment stations and devices according to OSHA standards.

• The document specifies requirements for contract performance, including work hours, federal holidays, and coordination with other construction activities.

• Contractors must submit a Pre-Construction Risk Assessment (PCRA) within 15 days of the Notice to Proceed.

• A Construction Schedule must be developed and submitted for approval within 10 calendar days of receiving the Notice to Proceed.

• Training records and documentation for TB testing and seasonal influenza vaccination are required.

• Not explicitly detailed in this section, but general contractor responsibilities are outlined.

• The document references numerous external standards and publications (e.g., OSHA, NFPA, ASTM).

• Contractors are expected to visit the site by appointment.

• The Government is not responsible for interpretations drawn from furnished data.

• Bidders are expected to examine the site and materials themselves.

Solicitation / RFP / RFQ

This is a pre-solicitation announcement for Project No. 612A4-26-050, "Install Building 644 Dermatology Generator Site Prep," for the VA Northern California Healthcare System (VANCHCS). The contractor will be required to provide labor, materials, equipment, and supervision to construct an approximately 500 square foot permanent mobile generator enclosure area. This involves converting existing parking stalls and adjacent landscape areas into a secure enclosure for a mobile emergency generator and its associated electrical connection equipment.

• Construction of a ~500 sq ft permanent mobile generator enclosure.

• Conversion of existing parking stalls and landscape area.

• Provision of all labor, materials, equipment, and supervision.

• The final Statement of Work (SOW) will be provided with the official solicitation notice.

• The solicitation will be a Request for Proposal (RFP).

• The Place of Performance is VA Northern California HealthCare System, Mather VAMC, Mather, CA 95655.

• Solicitation documents are expected to be available mid-late April 2026.

• A Request for Proposal (RFP) will be issued.

• Proposal instructions and the final SOW will be included in the RFP.

• A pre-proposal conference and site visit dates are to be determined and will be announced with the solicitation release.

• This procurement is a Service-Disabled Veteran-Owned Small Business (SDVOSB) set-aside.

• Applicable NAICS Code: 236220 (Commercial and Institutional Building Construction) with a small business size standard of $45M.

• Applicable PSC Code: J061 (Maintenance, Repair, and Rebuilding of Equipment – Electric Wire and Power Distribution Equipment).

• Potential Offerors must be registered in the System for Award Management (SAM).

• Potential Offerors must have a current Online Representations and Certification Application on file with SAM.

• Potential Offerors must be verified in Small Business Dynamic Search as an SDVOSB by NCO 21.

• All information in this pre-solicitation announcement is a draft and subject to amendment.

• A draft SOW was previously sent as a sources sought on March 23, 2026.

• Questions must be submitted in writing to Christopher Aguon (christopher.aguon@va.gov) and Charee Harris (charee.harris@va.gov).

Statement of Work (SOW) / Performance Work Statement (PWS)

This Statement of Work (SOW) outlines the requirements for construction services at the VA Northern California Healthcare System (VANCHCS), Mather VAMC, for Project 612A4-26-050: Install B644 Dermatology Generator Site Prep. The project involves furnishing all labor, materials, equipment, supervision, and professional engineering services for the construction effort.

• Part 1: Generator Enclosure Area: Construct a permanent, approximately 500 sq ft mobile generator enclosure. This includes demolition of existing asphalt, concrete, and landscaping; subgrade preparation and compaction; installation of new asphalt pavement; and erection of an 8-foot-tall galvanized steel chain-link fence with privacy slats and specific gate configurations (two single-leaf personnel gates, one double-leaf generator access gate).

• Part 2: Sidewalk Around Generator Enclosure: Modify existing sidewalks to create a safe pedestrian path around the new enclosure. This involves selective demolition and construction of two ADA-compliant concrete transition ramps and establishing a designated, painted pedestrian walkway.

• Part 3: Electrical Work: Relocate the existing generator tap box approximately 35 feet to the new enclosure location. This includes extending existing conduit, installing new conduit through a masonry wall, replacing conductors as needed, and ensuring the relocated tap box is properly mounted and tested.

• Part 4: Sidewalk Corrections Around Building 651: Address sidewalk deficiencies at the northeast corner of Building 651. This includes removing unpaved areas, constructing new concrete pavements, extending an accessible ramp, and ensuring ADA compliance and proper drainage. It also involves relocating a STOP sign and NO RIGHT TURN sign, applying a "YIELD" asphalt marking, and establishing a temporary ADA-compliant pedestrian walkway during construction.

• Part 5: Artificial Grass Installations: Provide and install approximately 8,000 SF of artificial grass system, including site prep and drainage, according to manufacturer requirements and approved shop drawings.

• Part 6: Handrail Installation: Furnish and install approximately 75 linear feet of permanent stainless-steel handrail along the sidewalk north of Building 644, adjacent to an artificial grass area. Includes a continuous concrete handrail curb and compliance with VA specifications and ADA requirements.

• Location: Mather VA Hospital – 10535 Hospital Way Bldg. 700, Mather, CA, 95655.

• Completion Time: Maximum of 180 days from commencement.

• Scheduling: Submit a comprehensive work schedule; updated schedules with each payment application; construction during normal working hours with limited off-hours premium time for specific reasons.

• Site Visits: By appointment only with the Medical Center COR.

• Testing: All testing by certified laboratories subcontracted by the Contractor.

• Security: All employees must comply with VA security management program, obtain VA police permission, be identified, and restricted from unauthorized access. Specific security and records management requirements are detailed, including handling of sensitive information and data.

• Submittals: Utilize an electronic submittal exchange project website.

• Competent Person: OSHA designated "competent person" must be present at the work site whenever workers are present.

• Pricing Proposal: Must include breakdown pricing for the General Contractor and all subcontractors.

• Compliance: Adherence to VA Barrier Free Design Standard, ABBAS, NEC, and other applicable VA specifications.

• Waste Management: Contractor to provide dumpsters for debris disposal.

• Subcontractor Approval: Contractor requires Contracting Officer approval for any subcontracts involving disclosure of project information.

Sources Sought

This is a Sources Sought notice for market research purposes only, issued by the Department of Veterans Affairs, Network 21 Contracts Office. The government is seeking information on potential qualified vendors for the installation of a Building 644 Dermatology Generator Site Prep. This is NOT a solicitation, and no contract will be awarded from this notice.

A Request for Proposal (RFP) is anticipated to be released in April 2026. A separate solicitation announcement may be published on FedBizOpps, GSA eBuy, or Sam.gov after review of responses to this notice.

Interested parties are requested to review the attached DRAFT SOW and provide capability information to the Contracting Specialist, Christopher Aguon (christopher.aguon@va.gov) by 10:00 AM HST on March 31, 2026. Submissions should be no more than 10 single-sided pages using Times New Roman 12-point font or larger. Published literature may be any number of pages.

Potential Offerors must be registered in the System for Award Management (SAM). Service-Disabled Veteran-Owned Small Businesses and Veteran-Owned Small Businesses must have their ownership and control verified by the VA and be listed in the Veteran Small Business Certification (VetCert).

• Issuance of this notice does not obligate the Government to procure these services or issue a solicitation.

• No solicitation documents currently exist.

• Responses to this notice cannot be accepted as offers.

• The Government will not pay for any information or administrative costs incurred in response to this notice.

• Sources Sought Response Form 36C26126R0037

• DRAFT SOW_612A4-26-050

Form / Attachment / Pricing Sheet

This document is a Sources Sought Information Form for the "Install B644 Dermatology Generator Site Prep" opportunity (36C26126R0037). It is used by potential offerors to provide their firm's information to the government.

• Firm Name
• Address
• SAM Unique Entity ID (UEI)
• DUNS Number
• Point of Contact (POC) Information (Name, Phone, Email)
• Type of Business (SBA certified 8(a), HUBZone, Service Disabled Veteran-Owned Small Business, Small Business, Other than Small Business)
• Bonding Capacity (Surety Name, Maximum bonding capacity per project, Aggregate maximum bonding capacity)

This form collects essential business and contact details required for the government to assess market capabilities and potential sources for the opportunity. Bidders interested in this opportunity should complete and submit this form with the requested information.