CO OMAD 300(71) Minuteman Missile Access
Summary
PROJECT DESCRIPTION: The Office of Missile Air Defense Program (OMAD) is a Defense Access Road (DAR) program used by the Department of Defense (DoD) to fund the annual maintenance and improvements on certified gravel roads. FHWA works with the Military Surface Deployment and Distribution Command (SDDC) to support the Air Force Intercontinental Ballistic Missile Program (Minuteman). These Minuteman Missile Access Roads are located in southwestern Wyoming, southeastern Nebraska, and northeastern Colorado. SCOPE OF THE WORK: The work includes roadway reconditioning and adding four inches of aggregate surface course as well as the replacement of culverts. All proposed work is to stay on the existing roadway bench. The proposed typical section consists of reconditioning the existing gravel roadway per Section 303 and adding an additional 4-inches of Aggregate Surface Course with a maximum width of 24-feet. A 4% crown is proposed or as approved by the CO. The Contractor will need to taper down the proposed aggregate surface, per the typical section, at applicable locations.
Details
| Solicitation Number | 6982AF27B000010 |
| Type | Solicitation |
| Posted | 2026-10-30 1:12PM EDT (10 days ago) |
| Response Deadline | 2026-12-02 9:00AM EST (in 22 days) |
| NAICS Code | 237310 |
| City | LAKEWOOD |
| State | CO |
| ZIP | 80228 |
Description
PROJECT DESCRIPTION: The Office of Missile Air Defense Program (OMAD) is a Defense Access Road (DAR) program used by the Department of Defense (DoD) to fund the annual maintenance and improvements on certified gravel roads. FHWA works with the Military Surface Deployment and Distribution Command (SDDC) to support the Air Force Intercontinental Ballistic Missile Program (Minuteman). These Minuteman Missile Access Roads are located in southwestern Wyoming, southeastern Nebraska, and northeastern Colorado. SCOPE OF THE WORK: The work includes roadway reconditioning and adding four inches of aggregate surface course as well as the replacement of culverts. All proposed work is to stay on the existing roadway bench. The proposed typical section consists of reconditioning the existing gravel roadway per Section 303 and adding an additional 4-inches of Aggregate Surface Course with a maximum width of 24-feet. A 4% crown is proposed or as approved by the CO. The Contractor will need to taper down the proposed aggregate surface, per the typical section, at applicable locations.
Contact
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