This Combined Synopsis/Solicitation opportunity from Department Of Defense was posted on June 11, 2025. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

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Rapid Non-Invasive Concrete Spalling Assessments

Closed

FA527025Q0016Federal

Submission Closed06/16/2025, 02:00:00 AM UTC

Contract Overview

Solicitation details, issuing organization, response deadlines, documents, and interested companies for this government contract opportunity.

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NAICS: 541990

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AI Contract Overview

The contract requires the contractor to provide comprehensive personnel, equipment, and materials necessary to assess concrete degradation and determine the structural integrity of various facilities. This includes performing non-invasive scanning on reinforced concrete structures, such as roof slabs, walls, beams, columns, and exterior features, to detect defects like spalling, cracks, and voids. The scope covers both interior and exterior surfaces, with the contractor responsible for removing obstructions like ceiling tiles and insulation, as well as navigating utilities, and restoring all items to their original condition post-inspection. The project may expand to include additional buildings based on government requests under optional CLINs. The work is set within Okinawa, Japan, under the jurisdiction of the Department of the Air Force, with a solicitation posted in June 2025 and a response deadline shortly thereafter. The contract emphasizes a rapid, non-invasive approach to structural assessment, ensuring safety and integrity of the facilities while minimizing disruption. Key contacts are provided for inquiries, and the project aligns with NAICS code 541990, indicating specialized consulting services related to engineering and technical assessments.

General Info

Non-invasive assessment of concrete spalling and structural integrity in Okinawa military facilities.

Agency

Department Of Defense → FA5270 18 Cons Pk

Contract Value

$1,516,045.34

NAICS

541990 - All Other Professional, Scientific, and Technical Services

Place of Performance

Okinawa, JP-47, JPN

Set-Aside

NONE

Awardee

POND & COMPANY

Award Issued Date

07/21/2025, 12:00:00 AM UTC

Documents

Attachment 2 - Buildings List

1 page · specifications

High

FA527025Q0016 Amendment 0001

amendment

High

FA527025Q0016 Amendment 0002

2 pages · amendment

High

FA527025Q0016 Attachment 3 - Evaluation Criteria

2 pages · specifications

High

FA527025Q0016 - Rapid Non-Invasive Concrete Spalling Assessments

32 pages · rfq

High

Kadena AB Rapid Non-Invasive Concrete Spalling Assessments PWS

4 pages · sow

High

FA527025Q0016 - Questions/Responses

q-and-a

Low

AI Contract Breakdown

Uniform Contract Format

Contract not broken down yet

CLEATUS splits the solicitation into Uniform Contract Format (UCF) sections: scope, pricing, deliverables, and evaluation criteria.

Timeline

2 updates

PhaseClosed

PostedMay 13

Combined Synopsis

Notice updatedJun 9

Notice details unchanged. Attachments may have changed.

Deadline changedJun 11

Response deadline changed from Jun 12, 2025 to Jun 16, 2025.

Response DeadlineJun 16

Deadline has passed

Submission Closed

06/16/2025, 02:00:00 AM UTC

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Organization & Contact Information

AgencyDepartment Of Defense → FA5270 18 Cons Pk

Contacts2 people available

OfficeAPO, AP, 96368-5199, USA

Organization / AgencyDepartment Of Defense → FA5270 18 Cons Pk

Office AddressAPO, AP, 96368-5199, USA

Contacts

Sandeep Chhugani

Tevin Brown

Full Description

The Contractor shall be responsible for providing all necessary personnel, equipment, tools, materials, supervision, transportation, safety equipment, and any other pertinent items or services required to assess the severity of concrete degradation. Additionally, the Contractor will determine the structural integrity of areas that exhibit concrete and steel section loss within the facilities specified in this PWS. (Attachment 1) - Scanning of Concrete Structures: The Contractor is required to perform scanning on approximately 6-12 inches thick steel reinforced concrete across both horizontal and vertical surfaces. This includes the entire roof slabs, load-bearing walls, beams, columns, exterior overhangs, walkways, and canopies of the buildings listed in Attachment 2. The government may request additional units be added under the optional CLIN 1001 and/or CLIN 2001, each consisting of 3 buildings. The non-invasive scanning process must effectively detect various defects, including but not limited to spalling, cracks, voids, and other structural anomalies, on both the exterior and interior surfaces of the structures. The Contractor will be responsible for removing ceiling tiles and insulation, as well as navigating around any utilities or obstructions as necessary to complete the required scanning and testing procedures. The contractor is responsible for returning all items to its original state after scanning and testing.