Sources Sought Questionnaire - Davis Bldg Rehab

SOURCE SOUGHT QUESTIONNAIRE

Davis Building Rehabilitation

Company Information:

Company Name:

Company Address:

Unique Entity Identifier:

Cage Code:

Point of Contact (POC) Name:

POC Phone:

POC Email:

Business Size and Socio‐Economic Status (if applicable) for NAICS Code 237990 Other Heavy and Civil Engineering Construction that has a Small Business Size Standard of $45M in Average Annual Receipts (Check all that apply):

☐ Large Business
☐ Small Business
☐ Small Disadvantaged Business (SDB)
☐ 8(a) Small Business
☐ Veteran‐Owned Small Business (VOSB)
☐ Service‐Disabled Veteran‐Owned Small Business (SDVOSB) ☐ HUBZone Small Business
☐ Woman‐Owned Small Business (WOSB)
☐ Economically Disadvantaged Woman‐Owned Small Business (EDWOSB)

Company Capability: Please provide a company capability statement or a descriptive statement of the company’s core design and construction capabilities to include any experience with design-build capabilities, bonding, licenses, earthwork, water mitigation, fire suppression design and/or installation, and historic preservation.

Prior Project Examples: Please provide descriptions of three (3) or more projects that are similar to this project in scope. Experience on similar projects should demonstrate ability to rehabilitate, restore, and protect historic buildings and abatement of lead, mold, and asbestos during construction. Please include the following information in the project descriptions:

Project Name:
Contract Number (if applicable):
Year Completed:
Performance as a Prime Contractor or Sub-Contractor:
Type and percentage of work self-performed (based on contract value): Contract Value (Dollar Amount): $
General Description of the Project:

Historic Foundation & Water Management: The Davis Building (built early 1900s) features significant basement moisture intrusion, deteriorated underground storm drainage, and a deep central pump well shaft that must remain structurally undisturbed. Existing conditions of below-grade waterproofing and vapor barriers are unknown. Work is anticipated to include repairing existing underground stormwater piping. The Government is contemplating a basement-level addition requiring excavation immediately adjacent to the existing foundation and central shaft.

Please identify the primary risks associated with excavating adjacent to this historic structure and explain how your firm would protect the integrity of the building and the central shaft during construction if included in the design.