FY24 KNMD209086 Conventional Munitions Cube Storage Addition ; FY24 KNMD209085 Munitions Maintenance and Inspection Facility , JBPHH , Hawaii

2026-11-03

Description : THIS IS A SOURCES SOUGHT NOTICE and is for information purposes only . THIS IS NOT A REQUEST FOR PROPOSALS , QUOTATIONS OR BIDS . This announcement is for information and planning purposes only and is not to be constructed as a commitment by the Government , implied or otherwise , to issue a solicitation or award a contract . The U . S . Army Corps of Engineers , Honolulu District , requests letters of interest from PRIME CONTRACTORS interested in performing work on a potentialDesign - Bid - Build Construction for the FY24 KNMD209086 Conventional Munitions Cube Storage Addition ; FY24 KNMD209085 Munitions Maintenance and Inspection Facility , Joint Base Pearl Harbor - Hickam , Oahu , Hawaii . NO SOLICITATION IS CURRENTLY AVAILABLE . Project Description : This firm - fixed price , design - bid - build ( DBB ) project to construct a Munitions Maintenance and Inspections Facility ( M & I ) and expand an existing Munitions Cube Storage ( MCS ) at Joint Base Pearl Harbor Hickam ( JBPHH ), Hawaii . The M & I and MCS utilize conventional design and construction methods . The M & I facility will include new paving and underground utility infrastructure provided for access , power , water , sewer , and communications . A separate Material Assembly Center ( MAC ) Pad will be provided as part of the project . The MCS includes upgrading of the existing fire alarm and suppression system to comply with current standards . Also included is a section of new asphalt pavement adjacent to the existing asphalt pavement to facility access around this new facility section . Maintenance facility lightning and grounding protection requirements are included in the new facility . Facilities will be designed in accordance with DoD ' s Unified Facilities Criteria ( UFC 1 - 200 - 02 ), which also includes standards on energy efficiencies , building envelope , and integrated building systems performance . Facilities will be designed to a minimum life of 40 years in accordance with DoD ' s Unified Facilities Criteria ( UFC 1 - 200 - 02 ) including energy efficiencies , building envelope and integrated building systems performance . Site improvements include fine grading , pavement installation and repair , and installation of a new stormwater management system . The existing M & I facility project site is a relatively flat , grassed area . The existing MCS facility is elevated above the surrounding area . The pavement surrounding the existing MCS Facility is sloped away from the building in all directions . The M & I building will be a one - story structure with the following approximate dimensions : 17 feet eave height ; 21 feet ridge height ; and plan dimensions of 73 feet by 37 feet . The building is divided into two bays and a mechanical / communication area along with a restroom for users . A 4000 lb capacity hoist is to be supplied in each bay . The roof will consist of metal deck panels and the walls that separate the bays from each other will be constructed of reinforced concrete . The walls that line the perimeter of each bay will be constructed of frangible metal stud walls and frangible overhead doors . Micropiles (~ 40 – 50ft ) will be used to support the building . The new facility will include a Fire Alarm and Suppression system to meet current standards . Communication infrastructure to the new facility is included for Mass Notification as well as conduits and boxes for the M & I campus public address system . Maintenance facility lightning and grounding protection requirements are included in the new facility . A pressurized air system will also be provided to support mission work . The proposed MAC pad location was previously covered with gravel that has since been covered with patches of vegetation . The MAC pad is expected to be 12 - inch thick concrete over 10 - inches of graded aggregate base . The pad shall be reinforced top and bottom , each way . The perimeter of the MAC pad will incorporate a turned down edge approximately 22 - inches deep by 18 - inches wide . The MCS addition will be a one - story structure with an approximate 11 ft eave height and 16 ft ridge height . The approximate plan dimensions of the addition are 30 feet by 43 feet . The addition consists of four storage cubicles . The roof will consist of metal deck panels and the walls that separate the cubicles from each other will be made of reinforced concrete . The walls that line the front of each bay will be made of frangible overhead doors and metal stud jambs . Micropiles will be used to support the MCS addition . Project magnitude is between $ 10M - $ 25MInterested PRIME CONTRACTORS shall submit the following : Narrative demonstrating vertical design - bid - build experience in a similar type of work at a remote location with a limited footprint next to an existing building in a populated area . If the construction experience was not in a remote location with a limited footprint , provide construction experience working at a comparable location setting to Joint Base Pearl Harbor - Hickam . Bonding capability for a single contract action of at least $ 25M and aggregate of at least $ 50M by the interested prime contractor . UEI / CAGE CODE , Expiration date in SAM . GOV . Indicate whether your firm is a large business or small business . If your firm is a small business specify all applicable socio - economic categories per FAR PART 19 . Interested Small Business Subcontractors should submit the following : Identify interested areas of work and provide a narrative demonstrating the experience that are similar in size , scope , complexity , and / or magnitude of the work performed . The size of the crew ( s ) available to perform work . Identify applicable socioeconomic category of HUBZone , Women Owned Small Business , Service Disabled Veteran Owned Small Business , or Small Disadvantaged BusinessUEI and CAGE CODE , Expiration date in SAM . GOV . Narratives shall be no longer than two ( 2 ) pages . The following anticipated small business subcontracting goals have been established and are considered reasonable and achievable for the performance of this requirement . Please advise whether these goals are not achievable . If so , please specify any factors that may prevent from achieving these goals . 20 % of the subcontracted amount with small businesses ; 5 % with small disadvantaged businesses ; 2 % with woman - owned small businesses ; 3 % with HUBZone small businesses ; 2 % with veteran - owned small businesses ; 2 % with service - disabled veteran - owned small businesses ; Email responses are required . Responses are to be sent via email to kriztofer . r . laborete @ usace . army . mil and jennifer . i . ko @ usace . army . mil no later than March 20 , 2026 , 2 : 00 p . m . Hawaii Standard Time . Responses to this sources sought announcement will be used by the Government to make appropriate acquisition decisions . NO SOLICITATION IS CURRENTLY AVAILABLE . It is a market research tool being utilized to determine the availability of potential qualified contractors before determining the method of acquisition . Please note that it is required that your company be registered in the System for Award Management ( SAM ), please see https :// www . sam . gov for additional information . In addition , this sources sought is not to be construed as a commitment by the government , nor will the government pay for any information solicited or delivered .

Hawaii

2026-04-08