Statement of Work 18 Feet Wide x 20 Feet Long Steel Garage With Photographs.docx

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Furnish and Install 18' Wide x 20' Long Steel Garage On Existing Concrete Slab
Solicitation number
12405B24Q0293
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This document is a Statement of Work for a federal contract opportunity to furnish and install an 18' wide x 20' long steel garage on an existing concrete slab at the USDA, ARS, SEA, Plant Science Facility in Raleigh, NC.

The solicitation is a Request for Quotation (RFQ) issued as a Total Small Business Set-Aside under NAICS code 332311, with a size standard of 750 employees. The contractor must provide all personnel, equipment, tools, materials, supervision, and quality control necessary to complete the project as specified in the Statement of Work. A site visit is scheduled for July 17, 2024, and quotations are due by July 31, 2024. The contract will be awarded based on a best value tradeoff evaluation considering technical acceptance, past performance, and price. Pricing must be submitted using the Schedule of Supplies/Services in the Offer Form SF 1449.

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Statement of Work

Install 18’ x 20’ Steel Garage

Plant Science Facility 3127 Ligon Street Raleigh, North Carolina

Asset ID: 664500B011

Prepared by: Kurt Geisler 04/26/2024

Table of Contents

Statement of WorkPage 3
Contractor RequirementsPage 4
Project SchedulePage 5
Project ContactsPage 6
PicturesPage 7

Statement of Work: Provide all personnel, equipment, tools, materials, supervision, and quality control necessary to furnish and install an 18’ x 20’ tubular steel framed garage on an existing slab. The contractor shall provide a technical proposal and detailed cost estimate for the entire project as specified in this statement of work. Descriptive literature and written specifications for the equipment in the proposal must be included with the bid. The detailed cost estimate shall provide a breakdown showing the equipment, labor, general conditions, etc.

Project Objective: To furnish and install a tubular steel framed, ribbed steel sided garage, measuring approximately 18 feet wide x 20 feet long onto an existing slab of same dimensions.

Background: A 6” thick reinforced, approximately 18’ x 20’ concrete slab was poured in 2023 in preparation for installation of a steel garage used for dry storage of research equipment.

Scope of Work:

Furnish all personnel, equipment, tools, materials, supervision, and quality control necessary to perform installation of the 18’ x 20’ steel garage as described in this document and in accordance with State and Local building authorities.

Contractor Requirements:

The contractor Shall:

· Obtain all building and trade permits necessary, to include any drawings, plans, permit and inspection fees, utility location, site surveys, and any other items necessary for compliance with State, Local, and Federal building authorities.

· Possess appropriate trade license(s) for work being performed.

· Furnish and Install an approximately 18’ x 20’ tubular steel framed garage on the existing slab. Building shall include the following components/design considerations:

· Tubular 12ga steel frame, galvanized, 9’ wall height.

· Horizontal ribbed steel siding, vertical ribbed steel roof

· Incorporate translucent roof panels for passive lighting.

· Manual, lockable rollup door, 8ft wide x 8ft high minimum, on East side of garage, offset to the left.

· 36” wide walk thru door, including locking leverset, to the right of the rollup door.

· Include system of passive ventilation (example: combination of ridge/gable vents and wall louvres) to prevent accumulation of vapor.

· Steel gutter system designed to redirect roof runoff from North and South roof edges to adjacent stormwater drainage ditch (see site plan).

· Flashing or other means to prevent stormwater infiltration between building and slab.

· Strapped, bolted, or otherwise secured to slab as per manufacturer recommendations and/or building code compliance. In cases of code conflict, the more restrictive regulation shall take precedence.

· No windows, insulation, power, or water required.

· Siding and trim color to be decided during submittal phase.

· Provide any other materials and work necessary to provide an installation consistent with applicable building codes and industry standards.

Site Visit: Bidders are encouraged to visit the site and be escorted by a government representative to confirm locations, dimensions, and conditions of the project before a bid is submitted. The site visit shall be for the purpose of observing firsthand any conditions relevant to the completion of this project. No consideration will be given to claims based on lack of knowledge of existing conditions, except where Contract Documents make definite provisions for adjustment in cost or extension due to existing conditions not readily foreseeable.

Contractor must be registered in System for Award Management, (SAM), prior to submitting a bid. Registration can be obtained through: www.sam.gov

Utilization of Bio-Based Products: The contractor shall utilize products and material based from bio- based materials as applicable, (e.g. bio-based greases; bio-based hydraulic fluids, bio-based absorbents), to the maximum extent possible without jeopardizing the intended end use of detracting from the overall quality delivered to the end user. All supplies and materials shall be of a type and quality that conforms to the applicable Federal Specifications and Standards. All supplies and materials to be used in the performance of the work described herein are subject to the approval of the Contracting Officer Representative (COR). Products can be found at: www.biopreferred.gov Safety: The contractor will submit a Site Safety Specific Plan/Accident Prevention Plan in industry recognizable format to the Contracting Officer within 14 days of contract award. Contractor shall furnish a Site-Specific Safety Plan (SSSP) and the Government shall review the SSSP prior to the start any construction activities. SSSP shall be in typically accepted industry format.

All proposals shall be in unlocked MS Word format and all cost proposals shall be detailed, presented in unlocked MS Excel format with formulas working.

Material / Submittals:

The material for the entire work shall include but are not limited to those detailed above necessary to successfully complete the project and deliver a functioning garage as required. Submittals on all material, including shop drawings and specifications, used on this project shall be submitted to the EPM and Contracting Specialist as noted in this document. Electronic submittals are acceptable otherwise three written submittals are required.

Damage to Property:

Any damage to the Government buildings, utilities, etc. caused as the result of the contractor’s activities shall be repaired or replaced to the satisfaction of the Government.

Inspection and Acceptance:

A government representative shall inspect and approve the work performed on this project. The Contractor shall schedule inspection a minimum of 10 days in advance, in writing, to the Contracting Officer.

Project Schedule:

The completion of this project shall not exceed 90 days from the date of notice to proceed. A request for time extension must be submitted to the Contracting Officers Representative in writing. Each request must include specific and detailed reasons in support of the schedule alteration.

Work Hours:

Contractor work hours shall be Monday through Friday, eight (8) A.M. to five (5) P.M. with the exception of Government holidays. Any changes to the work schedule shall be submitted to Contacting Officer for written approval prior to schedule change.

Project Contacts

ADMINISTRATIVE OFFICER (AO)

Audra Bowman Tel. No.: (919) 334-8260 840 Method Road, Raleigh, NC 27695 Email: Audra.Bowman@usda.gov

ENGINEERING PROJECT MANAGER (EPM) Tel. No.: (662) 336-0712 Kevin Magee, PE USDA, ARS SEA Facilities Engineering 141 Experiment Station Road Stoneville, MS 38776 Kevin.Magee@usda.gov

LOCATION POINT OF CONTACT (LPOC)

Facilities Operations Specialist Kurt Geisler Tel. No.: (919) 917-6238 3127 Ligon Street Raleigh, NC 27607 Email: kurt.geisler@usda.gov

Contract Specialist Monte Jordan Tel. No.: (662)686-5361 USDA, ARS, Southeast Area Administrative Office Acquisitions, Personal Property & Fleet Management Email: monte.jordan@usda.gov

Pictures:

Picture 1: Sketch of proposed location of steel garage, showing approximate dimensions and stormwater drainage point.

Picture 2: Google Earth image of proposed location of steel garage.

Picture 3: View of slab, facing SouthEast

Picture 4: View of slab, facing SouthWest

Picture 5: View of slab, facing Northwest

Picture 6: View of slab, facing Northeast

Picture 7: Example of desired style of garage demonstrating door placement. Note: sidewall louvers and translucent roof panels not shown. For visualization purposes only.

image3.png image4.png image5.jpeg image6.jpeg image7.jpeg image8.jpeg image9.png image1.png image2.png

File details come from the government source that posted it. Updated .