Name | Type | Posted | Actions |
|---|---|---|---|
Solicitation Amendment FA441826R00120004 SF 30.pdf | Jun 2, 2026 | ||
Solicitation Amendment FA441826R00120003 SF 30.pdf | May 20, 2026 | ||
Solicitation Amendment FA441826R00120002 SF 30.pdf | May 14, 2026 | ||
Site Visit sign in sheet.pdf | May 14, 2026 | ||
JB Charleston - Question and Answer Form.xlsx | XLSX | May 11, 2026 | |
Solicitation Amendment FA441826R00120001 SF 30.pdf | May 11, 2026 | ||
02 - SPEC PKG.2026 0414.FINAL.pdf | May 11, 2026 | ||
02-Specificatons .FINAL.pdf | May 7, 2026 | ||
05- Wage Determination Highway SC20260034 Charleston SC.pdf | May 7, 2026 | ||
04- Recovered Material Certification.pdf | May 7, 2026 | ||
03 - DKFX 1072314 - Total Performance Time.pdf | May 7, 2026 | ||
01-Drawings JBC Final.pdf | May 7, 2026 | ||
Solicitation - FA441826R0012.pdf | May 7, 2026 | ||
06 - Submittal Register.pdf | May 7, 2026 |
Repair Intersection Runway 03-21 & 15-33
Repair Intersection Runway 03-21 & 15-33
Contact and place of performance
Brian T. Hawk
Charleston AFB, SC 29404
USA
Update concerning editable PDFs: PDFs in Solicitation appear to be password protected. In order to edit these documents you will need to save as (Microsoft Print to PDF or Convert to Microsoft Word, make edits and then save as Adobe PDF. Amendment 0004: The purpose of this Amendment is to extend the Proposal Due date until 18 June 2026 at 1200 PM EST. Amendment 0003: The purpose of this Amendment is to extend t...
View moreIncludes performance of construction contract administration (Critical Path Method Scheduling, submittal management and closeout), multi-discipline efforts involving work on a secure Runway. Additionally, relevant performance includes performance of multi-discipline efforts involving removal and replacement of 136 individual pavement panels that measure 25 ft wide x 25 ft long x 24 inches deep, located at the intersection of the primary and secondary runway. Ability to perform work between hours of 2300-0700 hours Thursday through Monday. The work involves 3 primary activities each night including saw cutting, removal and installation of temporary panels, and placement of permanent panels. Show ability to construct permanent panels from fast setting concrete, capable of achieving the strength to handle aircraft traffic during a 3 -4-hour cure period. The runway intersection shall be open for daily aircraft traffic each morning. The project necessitates specialized capabilities and equipment, such as sawing and removal equipment for 24-inch pavement and volumetric mixers, sufficient in quantity to place a minimum of 50 cubic yards of fast setting concrete. Ancillary work includes milling and overlay of existing asphalt shoulders, installation of new runway centerline and edge lightings within the limits of work, installation of runway markings, pavement grinding for smoothness and pavement grooving, and incidental work that is similar or greater in scope, magnitude, and complexity than the effort described in this solicitation (Runway Asphalt and Concrete Repair and The evaluation of past performance information will take into Paving). Last, show ability to provide a work force capable of gaining clearance onto a secure flightline
The Department of the Air Force, specifically the FA4418 628 CONS PK office, has issued solicitation FA441826R0012 for the repair of the runway intersection at Charleston AFB, South Carolina. The project involves multi-discipline construction efforts to remove and replace 136 individual pavement panels, each measuring 25 feet wide by 25 feet long and 24 inches deep, located at the intersection of Runway 03-21 and 15-33. Work must be performed between the hours of 2300 and 0700, Thursday through Monday, to ensure the intersection remains open for daily aircraft traffic each morning. This requirement is classified under NAICS 237310 for Highway, Street, and Bridge Construction and PSC Y1BD for Construction of Airport Runways and Taxiways. There is no set-aside acronym or explanation (NONE) associated with this acquisition.
Contractual requirements include specialized capabilities such as the use of sawing and removal equipment for 24-inch pavement and volumetric mixers to place a minimum of 50 cubic yards of fast-setting concrete nightly. The concrete must reach sufficient strength to support aircraft traffic within a three-to-four-hour cure period. Ancillary tasks include milling and overlay of asphalt shoulders, installation of runway centerline and edge lighting, pavement grinding, grooving, and the application of runway markings. The selected contractor is responsible for construction contract administration, including Critical Path Method Scheduling and submittal management, while maintaining a workforce capable of gaining clearance onto a secure flightline.
The response deadline for this solicitation is June 18, 2026, at 12:00 PM EST. The procurement includes 14 attachments, including four formal amendments that extended the proposal and question deadlines, updated the project specifications, and provided site visit documentation. Proposals must account for the specific technical challenges of working within a secure runway environment and the requirement for rapid pavement replacement cycles. All administrative and technical questions were processed via a formal question and answer form during the solicitation period.
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