Load Cells for Structural Testing

COMMERCE, DEPARTMENT OF

Notice type
Solicitation
Solicitation #
1333ND26QNB730337
NAICS
334519
PSC
6635
Set-aside
No Set aside used
Posted
July 7, 2026
Response due
July 21, 2026
Place of performance
Gaithersburg, MD

Description

This is a request for a Firm Fixed Price quotation for commercial products. This solicitation is issued in accordance with the Revolutionary FAR Overhaul (RFO) Part 12 - Acquisition of Commercial Products and Commercial Services as supplemented with additional information included in this notice. This solicitation is a Request for Quotation (RFQ). The solicitation document and incorporated provisions and clauses are those in effect through the RFO. The associated North American Industrial Classification System (NAICS) code for this procurement is 334519 - Other Measuring and Controlling Device Manufacturing. The small business size standard is 600 Employees. This is an unrestricted competition. Both small businesses and other than small businesses under the applicable size standard are eligible to respond. DESCRIPTION OF REQUIREMENTS Background The Structures Group in the Engineering Laboratory at the National Institute of Standards and Technology (NIST) performs research to enhance the ability of structures in the United States to 1) resist damage from various hazards (e.g., blast, wind, and seismic hazards) and 2) recover from and adapt to hazards that result in damage. To this end, the Structures Group is expanding upon a recently completed experimental research effort that focused on mitigating disproportionate collapse of buildings in the United States. The final phase of that effort involved experimentally testing precast concrete beam-column connection assemblies produced at 5/8 scale and that featured novel connection concepts developed by NIST researchers in collaboration with an industry review committee of Precast/Prestressed Concrete Institute (PCI) members. These assemblies were subjected to static pushdown testing that simulated a column-removal scenario for disproportionate collapse applications. The test results showed that the connection concepts were viable for use in precast concrete construction to achieve robust performance against disproportionate collapse. The current experimental research effort involves structural testing of full-scale precast concrete beam-column connection assemblies under forces that simulate those imposed by earthquakes. The assemblies will feature the previously tested connection concepts to establish whether these connections can perform adequately under various hazards acting asynchronously. Objectives The purpose of this acquisition is to procure load washers for use in experimental testing of full-scale precast concrete beam-column connection assemblies. These tests aim to quantify the performance of the novel precast concrete connection concepts that are featured in each assembly. Scope of Work Please see the attached Requirements Document. PERIOD OF PERFORMANCE / DELIVERY REQUIREMENTS The Contractor shall deliver all requirements within nine (9) weeks after receipt of order. All required items shall be delivered FOB Destination. CONTRACT TYPE & PAYMENT TERMS A firm fixed price purchase order is anticipated. APPLICABLE PROVISIONS AND CLAUSES Please see the attached document for applicable provisions and clauses. Addendum to FAR 52.212-1, Instructions to Offerors – Commercial Products and Commercial Services (DEVIATION April 2026): QUESTION AND ANSWER PERIOD CAR 1352.215-73 INQUIRIES (APR 2010): Quoters must submit all questions concerning this solicitation in writing electronically to Mr. Collin Randall, Contract Specialist, at Collin.Randall@nist.gov and Ms. Lauren Roller, Contract Officer, at lauren.roller@nist.gov Questions must be received by or before Tuesday July 14, 2026, at 12:00 PM ET . Any responses to questions will be made in writing, without identification of the questioner, and will be included in an amendment to the solicitation. Even if provided in other form, only the question responses included in the amendment to the solicitation will govern performance of the contract. (End of Provision) DUE DATE FOR QUOTATIONS All quotations must be submitted via email to Mr. Collin Randall, Contract Specialist, at Collin.Randall@nist.gov and Ms. Lauren Roller, Contract Officer, at lauren.roller@nist.gov. Submission must be received not later than Tuesday July 21, 2026, at 12:00 PM ET . Note: Quoters must have an active registration at www.SAM.gov at time of offer submission to be considered for award. “ID Assigned” is not acceptable; registration must be “Active.” Please reference the RFQ number in the subject line of all email communications. Quotations shall not be deemed received by the Government unless the quotation is received in the e-mail inboxes set forth above by the required date and time. INSTRUCTIONS TO QUOTERS Quotations shall be submitted electronically via email and shall consist of two volumes as detailed below. Each quotation volume shall include the Quoter’s name, System for Award Management Unique Entity Identifier (UEI) number, and point of contact information in a cover page, header/footer, or other easily identified location. The Quoter’s quotation shall be clearly divided into the following distinct volumes: Volume I – Technical Quotation Volume II – Price Quotation Volume I: Technical Response The Quoter shall submit one (1) copy of their technical response electronically via E-mail to the Contract Specialist and Contracting Officer identified above. The technical response shall not exceed five (5) single-spaced, single sided pages. Text shall be no less than 12-point font in read-only Microsoft Word or searchable Adobe PDF format. The technical quotation shall address the following: Technical description and/or product literature. Quoters shall include the manufacturer, make and model of the quoted product(s), manufacturer sales literature, or other product literature that CLEARLY DOCUMENTS that the quoted products meet or exceed

Source: SAM.gov, as posted. Verify the current solicitation before responding.

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