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The work includes all necessary finishing work to provide theGovernment with a final product that is fully functional and leaves no areas of thefacility that appear incomplete or unfinished. Work will include, but not limited to, removal and replacement of the existing TH-6and TH-7 electrical system and area lighting at Okuma. Demolish the old transformerhouse buildings #6 and #7. Replace the existing pole-mounted transformers inside ofTH-6 and TH-7 with US type outdoor transformer units. New transformers will beconcrete pad mounted with footings, mountings, and decorative wall enclosure.Wiring will be rerouted as required to connect power to new transformers. Demolitionand dispose of existing transformers, exterior enclosures, concrete and wooden poles,and lighting include all conduits, conductors, and controls. New transformers will beequipped with new secondary main distribution panels that will include lightingcontrol panels in transformer enclosure. The new outdoor transformer units will sit onnew concrete pads with additional handholes. All existing transformers arecontaminated with Polychlorinated Biphenyls (PCBs) therefore abatement anddisposal of toxic materials must comply with all Government of Japan and Federalrules and regulations. Provide all work and appurtenances for a complete and usablefacility. Laydown areas to be determined. This project will comply with applicableDoD, Air Force and base design standards. Sustainable principles, to include lifecycle cost-effective practices, will be integrated into the design, development, andconstruction of the project in accordance with UFC 1-200-02. Project design is 0%complete as of 20 Jul 2023. The Contractor shall determine the best technical design solution in conformance withcurrent regulations. The design and construction work shall comply with US federal, Department of Defense, Air Force, and 18 Wing criteria, as well as applicable Japan regulatory requirements not specifically stated elsewhere in this project statement of work to provide a complete and usable facility upon completion.","origin":"extract"},"notice_type":{"code":"p","label":"Presolicitation"},"schema_version":1,"solicitation_number":"FA5270","place_of_performance":{"city":{"name":"Okuma"},"state":{"code":"JP-47"},"country":{"code":"JPN"}},"product_service_code":"6120"},{"dates":{"posted":"2025-03-30","response_deadline":{"raw":"2025-04-15T14:30:00+09:00","utc":"2025-04-15T05:30:00Z","date":"2025-04-15","time":"14:30:00","utc_offset_seconds":32400}},"links":{"sam":"https://sam.gov/workspace/contract/opp/c1e1201a02b349168b630aa56eafa234/view"},"naics":{"codes":["236220"],"primary":"236220"},"title":"REPAIR CRACKS AND SPALLS, B43429","agency":{"office":{"code":"FA5270","name":"FA5270 18 CONS PK"},"subtier":{"code":"5700","name":"DEPT OF THE AIR FORCE"},"department":{"code":"057","name":"DEPT OF DEFENSE"},"office_address":{"zip":"96368-5199","city":"APO","state":"AP","country":"USA"},"organization_type":"OFFICE"},"status":{"active":false,"archive_date":"2025-04-30","archive_type":"auto15"},"contacts":[{"name":"Victor T. Cannon Jr.","role":"primary","email":"victor.cannon.2@us.af.mil","phone":"3156341837"},{"name":"Jonathan Garcia","role":"secondary","email":"jonathan.garcia.27@us.af.mil","phone":"3156345019"}],"base_type":{"code":"p","label":"Presolicitation"},"notice_id":"c1e1201a02b349168b630aa56eafa234","set_aside":{"code":"LAS","label":"Local Area Set-Aside (FAR 26.2)"},"provenance":{"extract":{"url":"https://s3.amazonaws.com/falextracts/Contract%20Opportunities/Archived%20Data/FY2025_archived_opportunities.csv","etag":"\"d47226e3d2c6545974b252e103f82b34-139\"","fetched_at":"2026-09-16T17:45:50.850439Z","row_sha256":"c4dc5bc0e643d03a0a347821a5602ab59c29125e3deda4904b99614d04ad0499","last_modified":"2026-09-13T14:49:20Z"},"updated_at":"2026-09-16T17:45:50.850439Z","first_seen_at":"2026-09-16T17:45:50.850439Z"},"description":{"text":"Repair cracks and spalls on concrete walls, beams, columns, roof, floor slab, and eaves. Repair to install concrete jackets along column gridlines and roof beams. Repair to restore integrity of steel members that deteriorated due to corrosion and replace members whose material loss exceeds 10 percent of original thickness. Apply Fiber Reinforced Polymer (FRP) to canopy beams and slabs. Remove and reinstall electrical and other fixes to facilitate repair works as needed. Paint areas that are subjected to repair work and restore original appearance. Abate and dispose Asbestos Containing Material (ACM) and Lead-Based Paint (LBP). Demolish and dispose waste material as appropriate. Sustainable principles, to include life cycle cost-effective practices, will be integrated into the design, development, and construction of the project in accordance with UFC 1-200-02. Construction activities may commence after the approval of the Environmental Protection Plan (EPP) and AF Form 103 (work clearance). The Contractor shall coordinate on-site safety requirements through the 718th Civil Engineer Squadron (718 CES).","origin":"extract"},"notice_type":{"code":"p","label":"Presolicitation"},"schema_version":1,"solicitation_number":"FA527025R0012","place_of_performance":{"zip":"96368","country":{"code":"JPN"}},"product_service_code":"Z2EA"},{"dates":{"posted":"2025-04-06","response_deadline":{"raw":"2025-04-21T14:30:00-04:00","utc":"2025-04-21T18:30:00Z","date":"2025-04-21","time":"14:30:00","utc_offset_seconds":-14400}},"links":{"sam":"https://sam.gov/workspace/contract/opp/3319c1feb973441ca1157b9c76fc7bcf/view"},"naics":{"codes":["236220"],"primary":"236220"},"title":"Repair Cracks and Spalling B46806","agency":{"office":{"code":"FA5270","name":"FA5270 18 CONS PK"},"subtier":{"code":"5700","name":"DEPT OF THE AIR FORCE"},"department":{"code":"057","name":"DEPT OF DEFENSE"},"office_address":{"zip":"96368-5199","city":"APO","state":"AP","country":"USA"},"organization_type":"OFFICE"},"status":{"active":false,"archive_date":"2025-05-06","archive_type":"auto15"},"contacts":[{"name":"Leona I Cantu","role":"primary","email":"leona.cantu.4@us.af.mil","phone":"3154361933"},{"name":"DANIEL RAKOWSKI","role":"secondary","email":"daniel.rakowski@us.af.mil","phone":"6341481"}],"base_type":{"code":"r","label":"Sources Sought"},"notice_id":"3319c1feb973441ca1157b9c76fc7bcf","set_aside":{"code":"LAS","label":"Local Area Set-Aside (FAR 26.2)"},"provenance":{"extract":{"url":"https://s3.amazonaws.com/falextracts/Contract%20Opportunities/Archived%20Data/FY2025_archived_opportunities.csv","etag":"\"d47226e3d2c6545974b252e103f82b34-139\"","fetched_at":"2026-09-16T17:45:50.850439Z","row_sha256":"8fe003c988add19c58121bf76cccfd26348c5b9ef4380be7299fd121d4376c71","last_modified":"2026-09-13T14:49:20Z"},"updated_at":"2026-09-16T17:45:50.850439Z","first_seen_at":"2026-09-16T17:45:50.850439Z"},"description":{"text":"Repair cracks and spalls on concrete walls, beams, columns, roof, floor slab, and eaves. Repair to restore integrity of steel members that deteriorated due to corrosion. Apply Fiber Reinforced Polymer (FRP) to canopy beams. Remove and reinstall electrical and other fixes to facilitate repair works as needed. Paint areas that are subjected to repair work and restore original appearance. Abate and dispose Asbestos Containing Material (ACM) and Lead-Based Paint (LBP). All the work shall comply with Kadena Design Guide and Host Nation standards. Sustainable principles, to include life cycle cost-effective practices, will be integrated into the design, development, and construction of the project in accordance with UFC 1-200-02.","origin":"extract"},"notice_type":{"code":"p","label":"Presolicitation"},"schema_version":1,"solicitation_number":"FA527025R0021","place_of_performance":{"zip":"96368","city":{"name":"Okinawa"},"country":{"code":"JPN"}},"product_service_code":"Z2EA"},{"dates":{"posted":"2025-04-30","response_deadline":{"raw":"2025-05-30T14:00:00-08:00","utc":"2025-05-30T22:00:00Z","date":"2025-05-30","time":"14:00:00","utc_offset_seconds":-28800}},"links":{"sam":"https://sam.gov/workspace/contract/opp/a12a3cedf76949df957b9f572f57cae4/view"},"naics":{"codes":["334416"],"primary":"334416"},"title":"Repair Transformers Upgrade Lighting Okuma","agency":{"office":{"code":"FA5270","name":"FA5270 18 CONS PK"},"subtier":{"code":"5700","name":"DEPT OF THE AIR FORCE"},"department":{"code":"057","name":"DEPT OF DEFENSE"},"office_address":{"zip":"96368-5199","city":"APO","state":"AP","country":"USA"},"organization_type":"OFFICE"},"status":{"active":false,"archive_date":"2026-05-01","archive_type":"auto_custom"},"contacts":[{"name":"Leona Cantu","role":"primary","email":"leona.cantu.4@us.af.mil","phone":"3156341933"},{"name":"Rosita Crawford","role":"secondary","email":"rosita.crawford@us.af.mil","phone":"8015860999"}],"base_type":{"code":"o","label":"Solicitation"},"notice_id":"a12a3cedf76949df957b9f572f57cae4","provenance":{"extract":{"url":"https://s3.amazonaws.com/falextracts/Contract%20Opportunities/Archived%20Data/FY2025_archived_opportunities.csv","etag":"\"d47226e3d2c6545974b252e103f82b34-139\"","fetched_at":"2026-09-16T17:45:50.850439Z","row_sha256":"dbfcd84de1b578f614c347c28c3e9a3ed865580d9ce732483b3f93d44cf86681","last_modified":"2026-09-13T14:49:20Z"},"updated_at":"2026-09-16T17:45:50.850439Z","first_seen_at":"2026-09-16T17:45:50.850439Z"},"description":{"text":"Work will include, but not limited to, removal and replacement of the existing TH-6 and TH-7 electrical system and area lighting at Okuma. Demolish the old transformer house buildings #6 and #7. Replace the existing pole mounted transformers inside of TH-6 and TH-7 with US type outdoor transformer units. New transformers will be concrete pad mounted with footings, mountings, and decorative wall enclosure. Wiring will be rerouted as required to connect power to new transformers. Demolition and dispose of existing transformers, exteriorenclosures, concrete and wooden poles, and lighting include all conduits, conductors, and controls. New transformers will be equipped with new secondary main distribution panels that will include lighting control panels in transformer enclosure. The new outdoor transformer units will sit on new concrete pads with additional handholes. All existing transformers are contaminated with Polychlorinated Biphenyls (PCBs) therefore abatement and disposal of toxic materials must comply with all Government of Japan and Federal rules and regulations. Provide all work and appurtenances for a complete and usable facility. Laydown areas to be determined. This project will comply with applicable DoD, Air Force and base design standards. Sustainable principles, to include life cycle cost-effective practices, will be integrated into the design, development, and construction of the project in accordance with UFC 1-200-02. Project design is 0% complete as of 20 Jul 2023","origin":"extract"},"notice_type":{"code":"o","label":"Solicitation"},"schema_version":1,"solicitation_number":"FA527025R0010","place_of_performance":{"zip":"96863","street":"B116 North Beach Road Okuma, Kunigami, Kunigami District,Okinawa Prefecture 905-1412 Japan"},"product_service_code":"J059"},{"dates":{"posted":"2025-05-13","response_deadline":{"raw":"2025-05-30T14:30:00-07:00","utc":"2025-05-30T21:30:00Z","date":"2025-05-30","time":"14:30:00","utc_offset_seconds":-25200}},"links":{"sam":"https://sam.gov/workspace/contract/opp/8f2bd1908d15450f9a92a147eb43fb12/view"},"naics":{"codes":["221310"],"primary":"221310"},"title":"PWM02990 Replace Potable Water Line Chimuwan Tank Farm 1, Okinawa, Japan","agency":{"office":{"code":"FA5270","name":"FA5270 18 CONS PK"},"subtier":{"code":"5700","name":"DEPT OF THE AIR FORCE"},"department":{"code":"057","name":"DEPT OF DEFENSE"},"office_address":{"zip":"96368-5199","city":"APO","state":"AP","country":"USA"},"organization_type":"OFFICE"},"status":{"active":false,"archive_date":"2025-06-14","archive_type":"auto15"},"contacts":[{"name":"Leona I Cantu","role":"primary","email":"leona.cantu.4@us.af.mil","phone":"3154361933"},{"name":"Nicholas Cripe","role":"secondary","email":"nicholas.cripe@us.af.mil","phone":"3156344343"}],"base_type":{"code":"p","label":"Presolicitation"},"notice_id":"8f2bd1908d15450f9a92a147eb43fb12","provenance":{"extract":{"url":"https://s3.amazonaws.com/falextracts/Contract%20Opportunities/Archived%20Data/FY2025_archived_opportunities.csv","etag":"\"d47226e3d2c6545974b252e103f82b34-139\"","fetched_at":"2026-09-16T17:45:50.850439Z","row_sha256":"2dd37e046a4c946410f760c9402eeee73aaab4a4ddb5054a2c98e44fa1cef242","last_modified":"2026-09-13T14:49:20Z"},"updated_at":"2026-09-16T17:45:50.850439Z","first_seen_at":"2026-09-16T17:45:50.850439Z"},"description":{"text":"Replace the existing deteriorated water line with new polyethylene pipe (Higher performance polyethylene, HPPE) (Approx. 400meter) including gate valves, fittings, and related components, at Chimuwan Tank Farm #1. Work includes necessary soil preparation for trenching and installation. Restoration work must be conducted on the site affected by this project. Temporary barricade shall be provided by the contractor during the construction to prevent other occupancy area from construction dust and security. Per accepted Accident Hazard Analysis. When installing the new system, ensure that no other engineering disciplines are affected. If any disruption occurs, restore the impacted areas to their original condition at no additional cost to the government. Obtain government approval prior to making any changes. Test and verify that the new system is operational following installation. Excavate/dispose and backfill with compaction and prepare the ground to required bedding surface for new structure. Replace existing pavement paint markings, asphalt concrete pavement with new including 50mm thick surface course, 50mm thick binder course, 150mm thick sub base course, 150mm thick base course and restore portion of existing structure affected by this project. All above ground materials of the water line and fittings shall be deterioration and corrosion resistant. After installation of new service water line, conduct hydrostatic test. Consider construction phasing to avoid water outages as much as possible and submit water outage plan with schedule prior to start of work for review/approval by DPW. The buildings can allow 8 hrs. maximum water interruptions from Monday to Friday per day. Provide 15 cm thick sand cushion all around water pipe and marking tape for metal reaction detector type. Provide concrete encasement of crossing of water line and sewer line as required. Provide concrete encasement if shallow depth of new pipe to avoid existing obstacles as required. Provide marker pins and concrete markers for underground water pipe lines at the linear change points and straight lines for this project. Provide the steel plate across the board trench to secure for the safety traffic of the car on roadway as required. Provide shoring, including sheet piling to protect workmen, banks, adjacent paving, structures, fence line and utilities in accordance with Corps of Engineers manual EM 385-1-1 as required. Provide temporary drainage system to maintain existing storm drainage flow under construction as required. Provide rope off/barricade at all open trenches in accordance with standard construction procedures, to include hazardous/warning signs and perform traffic control with watchman and consider construction phasing to be able to use existing parking lot when under construction as much as possible.The construction areas shall be continuously illuminated during hours of darkness. Conduct sampling of suspect asbestos containing material (ACM), and lead-based paint (LBP) and submit report with laboratory analysis results. Sampling plans for ACM/LBP shall be submitted for government review prior to commencing testing. Restore pavement paint marking, reinforced concrete slab, concrete sidewalk, curb, curb/gutter and grass area with sodding. Contractor shall inform COR and fire department of any expected fire hydrant outrages and/or fire sprinkler outages at least 4 calendar days before the outage. Rock Excavation: If there are rock excavated with a size greater than 1/2 cubic meter in volume, a rock survey report & pictures shall be submitted quantifying the total volume of rock excavated. The rock removal will be accomplished by modification of task order. Consider installation of water distribution pattern (provide valve, valve boxes, fittings, tapped saddle valves backup temporary pipe and distribution pipe lines as required) to avoid water outage and submit water outage plan with schedule prior to start work for approval from the using agency. Conduct water quality test (bacteriological, lead, copper, etc.) for the existing water system as background. All potable water system (water service line and temporary line) materials and equipment (pipes, valves, fittings, fixtures, solder, etc.) shall be lead and copper free. Conduct water quality test for lead and copper in accordance with JEGS. Lead free materials defined by manufacture's test results are also subject for the lead and copper test unless manufacture test methods are performed IAW JEGS. The materials and equipment shall be isolated when conducting the test. Contractor shall provide sampling/testing methods to the Government for approval. Ensure that the test results meet the JEGS requirements, otherwise the materials shall not be used for potable water system. Disinfection procedures for potable water system shall be in accordance with “Torii Standard” (Disinfection Procedures for New Potable Water Line, etc…). New potable water system shall be completely installed, flushed, disinfected and satisfactory the absence of coliform bacteria and the general bacteria sample results received prior to connections to the existing distribution system for the Buildings #111, 114, 117 & 119. Conduct potable water quality test for total coliforms whenever a water outage or depressurization of the potable water system is happen. Install new 50 mm special polyethylene pipe (Higher performance polyethylene, HPPE) for prevent of damage from seismic. The polyethylene pipe shall be provided excellent seismic performance that flexibly follow the ground deformation caused by the earthquake. Connect each pipe using special fittings, tees and elbows to unite pipe line melt the joint with heat. Provide new gate valves and cast iron valve boxes. Provide new above ground water line with the hose bibb and pipe supports etc. to the building #111 & 114. After installation of the new water lines, remove and dispose of all existing underground water lines, valve, valve box and above ground water line with the hose bibb etc. Provide the temporary back up supply water pipe line with backflow preventer from near existing fire hydrant for the following buildings as required. (if water interruptions to exceed 8 hrs per day) Building #111, 114, 117 & 119.","origin":"extract"},"notice_type":{"code":"p","label":"Presolicitation"},"schema_version":1,"solicitation_number":"FA527025R0028","place_of_performance":{"zip":"96368","city":{"name":"Torii Station"},"state":{"code":"JP-47"},"country":{"code":"JPN"}},"product_service_code":"J045"},{"dates":{"posted":"2025-05-27","response_deadline":{"raw":"2025-06-05T14:30:00-08:00","utc":"2025-06-05T22:30:00Z","date":"2025-06-05","time":"14:30:00","utc_offset_seconds":-28800}},"links":{"sam":"https://sam.gov/workspace/contract/opp/8299fb89cc1a4b02a2110619c115d318/view"},"naics":{"codes":["334416"],"primary":"334416"},"title":"Repair Transformers Upgrade Lighting Okuma","agency":{"office":{"code":"FA5270","name":"FA5270 18 CONS PK"},"subtier":{"code":"5700","name":"DEPT OF THE AIR FORCE"},"department":{"code":"057","name":"DEPT OF DEFENSE"},"office_address":{"zip":"96368-5199","city":"APO","state":"AP","country":"USA"},"organization_type":"OFFICE"},"status":{"active":false,"archive_date":"2026-05-27","archive_type":"auto_custom"},"contacts":[{"name":"Leona Cantu","role":"primary","email":"leona.cantu.4@us.af.mil","phone":"3156341933"},{"name":"Rosita Crawford","role":"secondary","email":"rosita.crawford@us.af.mil","phone":"8015860999"}],"base_type":{"code":"o","label":"Solicitation"},"notice_id":"8299fb89cc1a4b02a2110619c115d318","provenance":{"extract":{"url":"https://s3.amazonaws.com/falextracts/Contract%20Opportunities/Archived%20Data/FY2025_archived_opportunities.csv","etag":"\"d47226e3d2c6545974b252e103f82b34-139\"","fetched_at":"2026-09-16T17:45:50.850439Z","row_sha256":"ccde38bcb5c89dd8836fee342812c479f81963f17bc50762a422b34dd95df339","last_modified":"2026-09-13T14:49:20Z"},"updated_at":"2026-09-16T17:45:50.850439Z","first_seen_at":"2026-09-16T17:45:50.850439Z"},"description":{"text":"Work will include, but not limited to, removal and replacement of the existing TH-6 and TH-7 electrical system and area lighting at Okuma. Demolish the old transformer house buildings #6 and #7. Replace the existing pole mounted transformers inside of TH-6 and TH-7 with US type outdoor transformer units. New transformers will be concrete pad mounted with footings, mountings, and decorative wall enclosure. Wiring will be rerouted as required to connect power to new transformers. Demolition and dispose of existing transformers, exteriorenclosures, concrete and wooden poles, and lighting include all conduits, conductors, and controls. New transformers will be equipped with new secondary main distribution panels that will include lighting control panels in transformer enclosure. The new outdoor transformer units will sit on new concrete pads with additional handholes. All existing transformers are contaminated with Polychlorinated Biphenyls (PCBs) therefore abatement and disposal of toxic materials must comply with all Government of Japan and Federal rules and regulations. Provide all work and appurtenances for a complete and usable facility. Laydown areas to be determined. This project will comply with applicable DoD, Air Force and base design standards. Sustainable principles, to include life cycle cost-effective practices, will be integrated into the design, development, and construction of the project in accordance with UFC 1-200-02. Project design is 0% complete as of 20 Jul 2023","origin":"extract"},"notice_type":{"code":"o","label":"Solicitation"},"schema_version":1,"solicitation_number":"FA527025R0010","place_of_performance":{"zip":"96863","street":"B116 North Beach Road Okuma, Kunigami, Kunigami District,Okinawa Prefecture 905-1412 Japan"},"product_service_code":"J059"},{"dates":{"posted":"2025-05-28","response_deadline":{"raw":"2025-04-15T14:30:00+09:00","utc":"2025-04-15T05:30:00Z","date":"2025-04-15","time":"14:30:00","utc_offset_seconds":32400}},"links":{"sam":"https://sam.gov/workspace/contract/opp/d4bb30382e2843e385fd65b1011872b3/view"},"naics":{"codes":["236220"],"primary":"236220"},"title":"REPAIR CRACKS AND SPALLS, B43429","agency":{"office":{"code":"FA5270","name":"FA5270 18 CONS PK"},"subtier":{"code":"5700","name":"DEPT OF THE AIR FORCE"},"department":{"code":"057","name":"DEPT OF DEFENSE"},"office_address":{"zip":"96368-5199","city":"APO","state":"AP","country":"USA"},"organization_type":"OFFICE"},"status":{"active":false,"archive_date":"2025-08-01","archive_type":"auto_custom"},"contacts":[{"name":"Victor T. Cannon Jr.","role":"primary","email":"victor.cannon.2@us.af.mil","phone":"3156341837"},{"name":"Jonathan Garcia","role":"secondary","email":"jonathan.garcia.27@us.af.mil","phone":"3156345019"}],"base_type":{"code":"p","label":"Presolicitation"},"notice_id":"d4bb30382e2843e385fd65b1011872b3","set_aside":{"code":"LAS","label":"Local Area Set-Aside (FAR 26.2)"},"provenance":{"extract":{"url":"https://s3.amazonaws.com/falextracts/Contract%20Opportunities/Archived%20Data/FY2025_archived_opportunities.csv","etag":"\"d47226e3d2c6545974b252e103f82b34-139\"","fetched_at":"2026-09-16T17:45:50.850439Z","row_sha256":"1c7d349c63c88ef74e753fc3b5371d158db2b882fae9c1dd619eaa54cf2d57a6","last_modified":"2026-09-13T14:49:20Z"},"updated_at":"2026-09-16T17:45:50.850439Z","first_seen_at":"2026-09-16T17:45:50.850439Z"},"description":{"text":"Repair cracks and spalls on concrete walls, beams, columns, roof, floor slab, and eaves. Repair to install concrete jackets along column gridlines and roof beams. Repair to restore integrity of steel members that deteriorated due to corrosion and replace members whose material loss exceeds 10 percent of original thickness. Apply Fiber Reinforced Polymer (FRP) to canopy beams and slabs. Remove and reinstall electrical and other fixes to facilitate repair works as needed. Paint areas that are subjected to repair work and restore original appearance. Abate and dispose Asbestos Containing Material (ACM) and Lead-Based Paint (LBP). Demolish and dispose waste material as appropriate. Sustainable principles, to include life cycle cost-effective practices, will be integrated into the design, development, and construction of the project in accordance with UFC 1-200-02. Construction activities may commence after the approval of the Environmental Protection Plan (EPP) and AF Form 103 (work clearance). 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Repair to restore integrity of steel members that deteriorated due to corrosion. Apply Fiber Reinforced Polymer (FRP) to canopy beams. Remove and reinstall electrical and other fixes to facilitate repair works as needed. Paint areas that are subjected to repair work and restore original appearance. Abate and dispose Asbestos Containing Material (ACM) and Lead-Based Paint (LBP). All the work shall comply with Kadena Design Guide and Host Nation standards. 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Demolish the old transformer house buildings #6 and #7. Replace the existing pole mounted transformers inside of TH-6 and TH-7 with US type outdoor transformer units. New transformers will be concrete pad mounted with footings, mountings, and decorative wall enclosure. Wiring will be rerouted as required to connect power to new transformers. Demolition and dispose of existing transformers, exteriorenclosures, concrete and wooden poles, and lighting include all conduits, conductors, and controls. New transformers will be equipped with new secondary main distribution panels that will include lighting control panels in transformer enclosure. The new outdoor transformer units will sit on new concrete pads with additional handholes. All existing transformers are contaminated with Polychlorinated Biphenyls (PCBs) therefore abatement and disposal of toxic materials must comply with all Government of Japan and Federal rules and regulations. 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Repair to stabilize structural columns with jacketing procedure and fill gaps between concrete and wall interfaces. Replace all the plumbing items under the slab, fire suppression system, fire alarm system and jammed doors. Install ceiling tiles and suspension system as determined by the construction planning stage. Apply Fiber Reinforced Polymer (FRP) to canopy beams. Replace electrical and other fixtures to facilitate repair works as needed. Paint areas that are subjected to repair work and restore original appearance. Abate and dispose of Asbestos Containing Material (ACM) and Lead-Based Paint (LBP). Demolish and dispose of waste materials as appropriate. Sustainable principles, to include life cycle cost-effective practices, will be integrated into the design, development, and construction of the project in accordance with UFC 1-200-02. A Site Visit will be held on Friday 6 June 2025 at 0900 (9:00am) Japan Standard Time (JST). Please complete and email Attachment 11 Site Reservation Form... to the points of contact outlined in the solicitation by 2 June 2025 at 1400 (2:00pm) JST if your company wishes to attend the site visit. RFIs: If you have any questions, please respond no later than 20 June 2025, 1400 (2:00pm) JST. Proposals must be submitted no later than 1 July 2025, 1430 (2:30pm) JST. 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Provide all work and appurtenances for a complete and usable facility. Laydown areas to be determined. This project will comply with applicable DoD, Air Force and base design standards. Sustainable principles, to include life cycle cost-effective practices, will be integrated into the design, development, and construction of the project in accordance with UFC 1-200-02. 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Provide all work and appurtenances for a complete and usable facility. Laydown areas to be determined. This project will comply with applicable DoD, Air Force and base design standards. Sustainable principles, to include life cycle cost-effective practices, will be integrated into the design, development, and construction of the project in accordance with UFC 1-200-02. 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Repair to stabilize structural columns with jacketing procedure and fill gaps between concrete and wall interfaces. Replace all the plumbing items under the slab, fire suppression system, fire alarm system and jammed doors. Install ceiling tiles and suspension system as determined by the construction planning stage. Apply Fiber Reinforced Polymer (FRP) to canopy beams. Replace electrical and other fixtures to facilitate repair works as needed. Paint areas that are subjected to repair work and restore original appearance. Abate and dispose of Asbestos Containing Material (ACM) and Lead-Based Paint (LBP). Demolish and dispose of waste materials as appropriate. Sustainable principles, to include life cycle cost-effective practices, will be integrated into the design, development, and construction of the project in accordance with UFC 1-200-02. A Site Visit will be held on Friday 6 June 2025 at 0900 (9:00am) Japan Standard Time (JST). Please complete and email Attachment 11 Site Reservation Form... to the points of contact outlined in the solicitation by 2 June 2025 at 1400 (2:00pm) JST if your company wishes to attend the site visit. RFIs: If you have any questions, please respond no later than 20 June 2025, 1400 (2:00pm) JST. Proposals must be submitted no later than 1 July 2025, 1430 (2:30pm) JST. Please see the attached documents for more information.Amendment 0001 (05 JUN 2025) - The purpose of this amendment is the following:1. The Site Visit date is re-scheduled to 11 JUN 2025 at 1100 hrs. JST.2. Amended - FAR 52.236-27 - Site Visit (Construction). (Alternate 1) - to new Site Visit date of 11 JUN 2025 at 1100 hrs. JST.3. Updated - Attachment_10_Site_Visit_Request_Form - to new Site Visit date of 11 JUN 2025 at 1100 hrs. JST and due date of 10 JUN 2025.","origin":"extract"},"notice_type":{"code":"o","label":"Solicitation"},"schema_version":1,"solicitation_number":"FA527025R0021","place_of_performance":{"zip":"96368","street":"Kadena Air Base Okinawa Japan"},"product_service_code":"Z2EA"},{"dates":{"posted":"2025-06-13","response_deadline":{"raw":"2025-07-14T14:30:00+09:00","utc":"2025-07-14T05:30:00Z","date":"2025-07-14","time":"14:30:00","utc_offset_seconds":32400}},"links":{"sam":"https://sam.gov/workspace/contract/opp/7d1044cd532748f9b4f42af1b862ab41/view"},"naics":{"codes":["236220"],"primary":"236220"},"title":"LXFB241035 REPAIR CRACKS AND SPALLS B43429","agency":{"office":{"code":"FA5270","name":"FA5270 18 CONS PK"},"subtier":{"code":"5700","name":"DEPT OF THE AIR FORCE"},"department":{"code":"057","name":"DEPT OF DEFENSE"},"office_address":{"zip":"96368-5199","city":"APO","state":"AP","country":"USA"},"organization_type":"OFFICE"},"status":{"active":false,"archive_date":"2025-08-29","archive_type":"auto_custom"},"contacts":[{"name":"Victor Cannon","role":"primary","email":"victor.cannon.2@us.af.mil","phone":"3156341837"},{"name":"Leona Cantu","role":"secondary","email":"leona.cantu.4@us.af.mil","phone":"3156341933"}],"base_type":{"code":"o","label":"Solicitation"},"notice_id":"7d1044cd532748f9b4f42af1b862ab41","provenance":{"extract":{"url":"https://s3.amazonaws.com/falextracts/Contract%20Opportunities/Archived%20Data/FY2025_archived_opportunities.csv","etag":"\"d47226e3d2c6545974b252e103f82b34-139\"","fetched_at":"2026-09-16T17:45:50.850439Z","row_sha256":"0d20a7675842fce063344f703d3d7be027763d54b2cd6a95b8a2bc5c58010dcf","last_modified":"2026-09-13T14:49:20Z"},"updated_at":"2026-09-16T17:45:50.850439Z","first_seen_at":"2026-09-16T17:45:50.850439Z"},"description":{"text":"Repair cracks and spalls on concrete walls, beams, columns, roof, floor slab, and eaves. Repair to install concrete jackets along column gridlines and roof beams. Repair to restore integrity of steel members that deteriorated due to corrosion and replace members whose material loss exceeds 10 percent of original thickness. Apply aromatic polyamide (ARAMID) fiber or Fiber Reinforced Polymer (FRP) to canopy beams and slabs. Remove and reinstall electrical and other fixes to facilitate repair works as needed. Paint areas that are subjected to repair work and restore original appearance. Abate and dispose Asbestos Containing Material (ACM) and Lead-Based Paint (LBP). Demolish and dispose waste material as appropriate. Sustainable principles, to include life cycle cost-effective practices, will be integrated into the design, development, and construction of the project in accordance with UFC 1-200-02.","origin":"extract"},"notice_type":{"code":"o","label":"Solicitation"},"schema_version":1,"solicitation_number":"FA527025R0012","place_of_performance":{"zip":"96368","street":"REPAIR CRACKS AND SPALLING, B43429, Kadena Air Base, Okinawa, Japan"},"product_service_code":"Z2EA"},{"dates":{"posted":"2025-06-17","response_deadline":{"raw":"2025-04-15T14:30:00+09:00","utc":"2025-04-15T05:30:00Z","date":"2025-04-15","time":"14:30:00","utc_offset_seconds":32400}},"links":{"sam":"https://sam.gov/workspace/contract/opp/92790cd3c5894c94a053d6ad5daf18c5/view"},"naics":{"codes":["236220"],"primary":"236220"},"title":"REPAIR CRACKS AND SPALLS, B43429","agency":{"office":{"code":"FA5270","name":"FA5270 18 CONS PK"},"subtier":{"code":"5700","name":"DEPT OF THE AIR FORCE"},"department":{"code":"057","name":"DEPT OF DEFENSE"},"office_address":{"zip":"96368-5199","city":"APO","state":"AP","country":"USA"},"organization_type":"OFFICE"},"status":{"active":false,"archive_date":"2025-12-31","archive_type":"auto_custom"},"contacts":[{"name":"Victor T. Cannon Jr.","role":"primary","email":"victor.cannon.2@us.af.mil","phone":"3156341837"},{"name":"Jonathan Garcia","role":"secondary","email":"jonathan.garcia.27@us.af.mil","phone":"3156345019"}],"base_type":{"code":"p","label":"Presolicitation"},"notice_id":"92790cd3c5894c94a053d6ad5daf18c5","set_aside":{"code":"LAS","label":"Local Area Set-Aside (FAR 26.2)"},"provenance":{"extract":{"url":"https://s3.amazonaws.com/falextracts/Contract%20Opportunities/Archived%20Data/FY2025_archived_opportunities.csv","etag":"\"d47226e3d2c6545974b252e103f82b34-139\"","fetched_at":"2026-09-16T17:45:50.850439Z","row_sha256":"635978bd2a4cb4de524780b51df832e3d6624b33e54072fda155d4c406f39dae","last_modified":"2026-09-13T14:49:20Z"},"updated_at":"2026-09-16T17:45:50.850439Z","first_seen_at":"2026-09-16T17:45:50.850439Z"},"description":{"text":"Repair cracks and spalls on concrete walls, beams, columns, roof, floor slab, and eaves. Repair to install concrete jackets along column gridlines and roof beams. Repair to restore integrity of steel members that deteriorated due to corrosion and replace members whose material loss exceeds 10 percent of original thickness. Apply Fiber Reinforced Polymer (FRP) to canopy beams and slabs. Remove and reinstall electrical and other fixes to facilitate repair works as needed. Paint areas that are subjected to repair work and restore original appearance. Abate and dispose Asbestos Containing Material (ACM) and Lead-Based Paint (LBP). Demolish and dispose waste material as appropriate. Sustainable principles, to include life cycle cost-effective practices, will be integrated into the design, development, and construction of the project in accordance with UFC 1-200-02. Construction activities may commence after the approval of the Environmental Protection Plan (EPP) and AF Form 103 (work clearance). The Contractor shall coordinate on-site safety requirements through the 718th Civil Engineer Squadron (718 CES).","origin":"extract"},"notice_type":{"code":"p","label":"Presolicitation"},"schema_version":1,"solicitation_number":"FA527025R0012","place_of_performance":{"zip":"96368","country":{"code":"JPN"}},"product_service_code":"Z2EA"},{"dates":{"posted":"2025-06-18","response_deadline":{"raw":"2025-07-01T14:30:00+09:00","utc":"2025-07-01T05:30:00Z","date":"2025-07-01","time":"14:30:00","utc_offset_seconds":32400}},"links":{"sam":"https://sam.gov/workspace/contract/opp/71565b840ca24cdd8769bfbd7498b003/view"},"naics":{"codes":["236220"],"primary":"236220"},"title":"Repair Cracks and Spalling B46806","agency":{"office":{"code":"FA5270","name":"FA5270 18 CONS PK"},"subtier":{"code":"5700","name":"DEPT OF THE AIR FORCE"},"department":{"code":"057","name":"DEPT OF DEFENSE"},"office_address":{"zip":"96368-5199","city":"APO","state":"AP","country":"USA"},"organization_type":"OFFICE"},"status":{"active":false,"archive_date":"2026-06-18","archive_type":"auto_custom"},"contacts":[{"name":"Leona Cantu","role":"primary","email":"leona.cantu.4@us.af.mil","phone":"3156341933"},{"name":"Nicholas Cripe","role":"secondary","email":"nicholas.cripe@us.af.mil","phone":"989612091"}],"base_type":{"code":"o","label":"Solicitation"},"notice_id":"71565b840ca24cdd8769bfbd7498b003","provenance":{"extract":{"url":"https://s3.amazonaws.com/falextracts/Contract%20Opportunities/Archived%20Data/FY2025_archived_opportunities.csv","etag":"\"d47226e3d2c6545974b252e103f82b34-139\"","fetched_at":"2026-09-16T17:45:50.850439Z","row_sha256":"379357c92bf9acbd918f8f0946724621051db063bed585a46a46aa3165492215","last_modified":"2026-09-13T14:49:20Z"},"updated_at":"2026-09-16T17:45:50.850439Z","first_seen_at":"2026-09-16T17:45:50.850439Z"},"description":{"text":"Repair cracks and spalls on concrete walls, beams, columns, roof, floor slab, and eaves. Repair to stabilize structural columns with jacketing procedure and fill gaps between concrete and wall interfaces. Replace all the plumbing items under the slab, fire suppression system, fire alarm system and jammed doors. Install ceiling tiles and suspension system as determined by the construction planning stage. Apply Fiber Reinforced Polymer (FRP) to canopy beams. Replace electrical and other fixtures to facilitate repair works as needed. Paint areas that are subjected to repair work and restore original appearance. Abate and dispose of Asbestos Containing Material (ACM) and Lead-Based Paint (LBP). Demolish and dispose of waste materials as appropriate. Sustainable principles, to include life cycle cost-effective practices, will be integrated into the design, development, and construction of the project in accordance with UFC 1-200-02. A Site Visit will be held on Friday 6 June 2025 at 0900 (9:00am) Japan Standard Time (JST). Please complete and email Attachment 11 Site Reservation Form... to the points of contact outlined in the solicitation by 2 June 2025 at 1400 (2:00pm) JST if your company wishes to attend the site visit. RFIs: If you have any questions, please respond no later than 20 June 2025, 1400 (2:00pm) JST. Proposals must be submitted no later than 1 July 2025, 1430 (2:30pm) JST. Please see the attached documents for more information.Amendment 0001 (05 JUN 2025) - The purpose of this amendment is the following:1. The Site Visit date is re-scheduled to 11 JUN 2025 at 1100 hrs. JST.2. Amended - FAR 52.236-27 - Site Visit (Construction). (Alternate 1) - to new Site Visit date of 11 JUN 2025 at 1100 hrs. JST.3. Updated - Attachment_10_Site_Visit_Request_Form - to new Site Visit date of 11 JUN 2025 at 1100 hrs. JST and due date of 10 JUN 2025.","origin":"extract"},"notice_type":{"code":"o","label":"Solicitation"},"schema_version":1,"solicitation_number":"FA527025R0021","place_of_performance":{"zip":"96368","street":"Kadena Air Base Okinawa Japan"},"product_service_code":"Z2EA"},{"dates":{"posted":"2025-06-25","response_deadline":{"raw":"2025-05-30T14:30:00-07:00","utc":"2025-05-30T21:30:00Z","date":"2025-05-30","time":"14:30:00","utc_offset_seconds":-25200}},"links":{"sam":"https://sam.gov/workspace/contract/opp/9e4aa2f402054f43ba32e2422f36e22a/view"},"naics":{"codes":["221310"],"primary":"221310"},"title":"PWM02990 Replace Potable Water Line Chimuwan Tank Farm 1, Okinawa, Japan","agency":{"office":{"code":"FA5270","name":"FA5270 18 CONS PK"},"subtier":{"code":"5700","name":"DEPT OF THE AIR FORCE"},"department":{"code":"057","name":"DEPT OF DEFENSE"},"office_address":{"zip":"96368-5199","city":"APO","state":"AP","country":"USA"},"organization_type":"OFFICE"},"status":{"active":false,"archive_date":"2025-12-31","archive_type":"auto_custom"},"contacts":[{"name":"Leona I Cantu","role":"primary","email":"leona.cantu.4@us.af.mil","phone":"3154361933"},{"name":"Nicholas Cripe","role":"secondary","email":"nicholas.cripe@us.af.mil","phone":"3156344343"}],"base_type":{"code":"p","label":"Presolicitation"},"notice_id":"9e4aa2f402054f43ba32e2422f36e22a","provenance":{"extract":{"url":"https://s3.amazonaws.com/falextracts/Contract%20Opportunities/Archived%20Data/FY2025_archived_opportunities.csv","etag":"\"d47226e3d2c6545974b252e103f82b34-139\"","fetched_at":"2026-09-16T17:45:50.850439Z","row_sha256":"b2c198a1d7c846df96338d8679bd4602ae01194ed781cbef643450de7c5f0cf1","last_modified":"2026-09-13T14:49:20Z"},"updated_at":"2026-09-16T17:45:50.850439Z","first_seen_at":"2026-09-16T17:45:50.850439Z"},"description":{"text":"Replace the existing deteriorated water line with new polyethylene pipe (Higher performance polyethylene, HPPE) (Approx. 400meter) including gate valves, fittings, and related components, at Chimuwan Tank Farm #1. Work includes necessary soil preparation for trenching and installation. Restoration work must be conducted on the site affected by this project. Temporary barricade shall be provided by the contractor during the construction to prevent other occupancy area from construction dust and security. Per accepted Accident Hazard Analysis. When installing the new system, ensure that no other engineering disciplines are affected. If any disruption occurs, restore the impacted areas to their original condition at no additional cost to the government. Obtain government approval prior to making any changes. Test and verify that the new system is operational following installation. Excavate/dispose and backfill with compaction and prepare the ground to required bedding surface for new structure. Replace existing pavement paint markings, asphalt concrete pavement with new including 50mm thick surface course, 50mm thick binder course, 150mm thick sub base course, 150mm thick base course and restore portion of existing structure affected by this project. All above ground materials of the water line and fittings shall be deterioration and corrosion resistant. After installation of new service water line, conduct hydrostatic test. Consider construction phasing to avoid water outages as much as possible and submit water outage plan with schedule prior to start of work for review/approval by DPW. The buildings can allow 8 hrs. maximum water interruptions from Monday to Friday per day. Provide 15 cm thick sand cushion all around water pipe and marking tape for metal reaction detector type. Provide concrete encasement of crossing of water line and sewer line as required. Provide concrete encasement if shallow depth of new pipe to avoid existing obstacles as required. Provide marker pins and concrete markers for underground water pipe lines at the linear change points and straight lines for this project. Provide the steel plate across the board trench to secure for the safety traffic of the car on roadway as required. Provide shoring, including sheet piling to protect workmen, banks, adjacent paving, structures, fence line and utilities in accordance with Corps of Engineers manual EM 385-1-1 as required. Provide temporary drainage system to maintain existing storm drainage flow under construction as required. Provide rope off/barricade at all open trenches in accordance with standard construction procedures, to include hazardous/warning signs and perform traffic control with watchman and consider construction phasing to be able to use existing parking lot when under construction as much as possible.The construction areas shall be continuously illuminated during hours of darkness. Conduct sampling of suspect asbestos containing material (ACM), and lead-based paint (LBP) and submit report with laboratory analysis results. Sampling plans for ACM/LBP shall be submitted for government review prior to commencing testing. Restore pavement paint marking, reinforced concrete slab, concrete sidewalk, curb, curb/gutter and grass area with sodding. Contractor shall inform COR and fire department of any expected fire hydrant outrages and/or fire sprinkler outages at least 4 calendar days before the outage. Rock Excavation: If there are rock excavated with a size greater than 1/2 cubic meter in volume, a rock survey report & pictures shall be submitted quantifying the total volume of rock excavated. The rock removal will be accomplished by modification of task order. Consider installation of water distribution pattern (provide valve, valve boxes, fittings, tapped saddle valves backup temporary pipe and distribution pipe lines as required) to avoid water outage and submit water outage plan with schedule prior to start work for approval from the using agency. Conduct water quality test (bacteriological, lead, copper, etc.) for the existing water system as background. All potable water system (water service line and temporary line) materials and equipment (pipes, valves, fittings, fixtures, solder, etc.) shall be lead and copper free. Conduct water quality test for lead and copper in accordance with JEGS. Lead free materials defined by manufacture's test results are also subject for the lead and copper test unless manufacture test methods are performed IAW JEGS. The materials and equipment shall be isolated when conducting the test. Contractor shall provide sampling/testing methods to the Government for approval. Ensure that the test results meet the JEGS requirements, otherwise the materials shall not be used for potable water system. Disinfection procedures for potable water system shall be in accordance with “Torii Standard” (Disinfection Procedures for New Potable Water Line, etc…). New potable water system shall be completely installed, flushed, disinfected and satisfactory the absence of coliform bacteria and the general bacteria sample results received prior to connections to the existing distribution system for the Buildings #111, 114, 117 & 119. Conduct potable water quality test for total coliforms whenever a water outage or depressurization of the potable water system is happen. Install new 50 mm special polyethylene pipe (Higher performance polyethylene, HPPE) for prevent of damage from seismic. The polyethylene pipe shall be provided excellent seismic performance that flexibly follow the ground deformation caused by the earthquake. Connect each pipe using special fittings, tees and elbows to unite pipe line melt the joint with heat. Provide new gate valves and cast iron valve boxes. Provide new above ground water line with the hose bibb and pipe supports etc. to the building #111 & 114. After installation of the new water lines, remove and dispose of all existing underground water lines, valve, valve box and above ground water line with the hose bibb etc. Provide the temporary back up supply water pipe line with backflow preventer from near existing fire hydrant for the following buildings as required. (if water interruptions to exceed 8 hrs per day) Building #111, 114, 117 & 119.","origin":"extract"},"notice_type":{"code":"p","label":"Presolicitation"},"schema_version":1,"solicitation_number":"FA527025R0028","place_of_performance":{"zip":"96368","city":{"name":"Torii Station"},"state":{"code":"JP-47"},"country":{"code":"JPN"}},"product_service_code":"J045"},{"dates":{"posted":"2025-06-26","response_deadline":{"raw":"2025-07-14T10:00:00+09:00","utc":"2025-07-14T01:00:00Z","date":"2025-07-14","time":"10:00:00","utc_offset_seconds":32400}},"links":{"sam":"https://sam.gov/workspace/contract/opp/24b6accf7e3545339c2363c6f1c8e3b4/view"},"naics":{"codes":["236220"],"primary":"236220"},"title":"LXFB241035 REPAIR CRACKS AND SPALLS B43429","agency":{"office":{"code":"FA5270","name":"FA5270 18 CONS PK"},"subtier":{"code":"5700","name":"DEPT OF THE AIR FORCE"},"department":{"code":"057","name":"DEPT OF DEFENSE"},"office_address":{"zip":"96368-5199","city":"APO","state":"AP","country":"USA"},"organization_type":"OFFICE"},"status":{"active":false,"archive_date":"2025-08-29","archive_type":"auto_custom"},"contacts":[{"name":"Victor Cannon","role":"primary","email":"victor.cannon.2@us.af.mil","phone":"3156341837"},{"name":"Leona Cantu","role":"secondary","email":"leona.cantu.4@us.af.mil","phone":"3156341933"}],"base_type":{"code":"o","label":"Solicitation"},"notice_id":"24b6accf7e3545339c2363c6f1c8e3b4","provenance":{"extract":{"url":"https://s3.amazonaws.com/falextracts/Contract%20Opportunities/Archived%20Data/FY2025_archived_opportunities.csv","etag":"\"d47226e3d2c6545974b252e103f82b34-139\"","fetched_at":"2026-09-16T17:45:50.850439Z","row_sha256":"d95d29c92207ccb184b7ad8930bc012e207eaca7a7a402601adb86597978b16d","last_modified":"2026-09-13T14:49:20Z"},"updated_at":"2026-09-16T17:45:50.850439Z","first_seen_at":"2026-09-16T17:45:50.850439Z"},"description":{"text":"Repair cracks and spalls on concrete walls, beams, columns, roof, floor slab, and eaves. Repair to install concrete jackets along column gridlines and roof beams. Repair to restore integrity of steel members that deteriorated due to corrosion and replace members whose material loss exceeds 10 percent of original thickness. Apply aromatic polyamide (ARAMID) fiber or Fiber Reinforced Polymer (FRP) to canopy beams and slabs. Remove and reinstall electrical and other fixes to facilitate repair works as needed. Paint areas that are subjected to repair work and restore original appearance. Abate and dispose Asbestos Containing Material (ACM) and Lead-Based Paint (LBP). Demolish and dispose waste material as appropriate. Sustainable principles, to include life cycle cost-effective practices, will be integrated into the design, development, and construction of the project in accordance with UFC 1-200-02.","origin":"extract"},"notice_type":{"code":"o","label":"Solicitation"},"schema_version":1,"solicitation_number":"FA527025R0012","place_of_performance":{"zip":"96368","street":"REPAIR CRACKS AND SPALLING, B43429, Kadena Air Base, Okinawa, Japan"},"product_service_code":"Z2EA"},{"dates":{"posted":"2025-06-26","response_deadline":{"raw":"2025-07-01T14:30:00+09:00","utc":"2025-07-01T05:30:00Z","date":"2025-07-01","time":"14:30:00","utc_offset_seconds":32400}},"links":{"sam":"https://sam.gov/workspace/contract/opp/bf0afc8308694df39ad2a3b6db2aaa5a/view"},"naics":{"codes":["236220"],"primary":"236220"},"title":"Repair Cracks and Spalling B46806","agency":{"office":{"code":"FA5270","name":"FA5270 18 CONS PK"},"subtier":{"code":"5700","name":"DEPT OF THE AIR FORCE"},"department":{"code":"057","name":"DEPT OF DEFENSE"},"office_address":{"zip":"96368-5199","city":"APO","state":"AP","country":"USA"},"organization_type":"OFFICE"},"status":{"active":false,"archive_date":"2026-06-26","archive_type":"auto_custom"},"contacts":[{"name":"Leona Cantu","role":"primary","email":"leona.cantu.4@us.af.mil","phone":"3156341933"},{"name":"Nicholas Cripe","role":"secondary","email":"nicholas.cripe@us.af.mil","phone":"989612091"}],"base_type":{"code":"o","label":"Solicitation"},"notice_id":"bf0afc8308694df39ad2a3b6db2aaa5a","provenance":{"extract":{"url":"https://s3.amazonaws.com/falextracts/Contract%20Opportunities/Archived%20Data/FY2025_archived_opportunities.csv","etag":"\"d47226e3d2c6545974b252e103f82b34-139\"","fetched_at":"2026-09-16T17:45:50.850439Z","row_sha256":"9f8979a1ab86bbbdc7dd0ecc4bf633a992b2615c2268aa29a45cc87212a1edb7","last_modified":"2026-09-13T14:49:20Z"},"updated_at":"2026-09-16T17:45:50.850439Z","first_seen_at":"2026-09-16T17:45:50.850439Z"},"description":{"text":"Repair cracks and spalls on concrete walls, beams, columns, roof, floor slab, and eaves. Repair to stabilize structural columns with jacketing procedure and fill gaps between concrete and wall interfaces. Replace all the plumbing items under the slab, fire suppression system, fire alarm system and jammed doors. Install ceiling tiles and suspension system as determined by the construction planning stage. Apply Fiber Reinforced Polymer (FRP) to canopy beams. Replace electrical and other fixtures to facilitate repair works as needed. Paint areas that are subjected to repair work and restore original appearance. Abate and dispose of Asbestos Containing Material (ACM) and Lead-Based Paint (LBP). Demolish and dispose of waste materials as appropriate. Sustainable principles, to include life cycle cost-effective practices, will be integrated into the design, development, and construction of the project in accordance with UFC 1-200-02. A Site Visit will be held on Friday 6 June 2025 at 0900 (9:00am) Japan Standard Time (JST). Please complete and email Attachment 11 Site Reservation Form... to the points of contact outlined in the solicitation by 2 June 2025 at 1400 (2:00pm) JST if your company wishes to attend the site visit. RFIs: If you have any questions, please respond no later than 20 June 2025, 1400 (2:00pm) JST. Proposals must be submitted no later than 1 July 2025, 1430 (2:30pm) JST. Please see the attached documents for more information.Amendment 0001 (05 JUN 2025) - The purpose of this amendment is the following:1. The Site Visit date is re-scheduled to 11 JUN 2025 at 1100 hrs. JST.2. Amended - FAR 52.236-27 - Site Visit (Construction). (Alternate 1) - to new Site Visit date of 11 JUN 2025 at 1100 hrs. JST.3. Updated - Attachment_10_Site_Visit_Request_Form - to new Site Visit date of 11 JUN 2025 at 1100 hrs. 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