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Mass Parking Apron Repair at Minot Air Force Base, Department of Defense

Department of Defense (DoD) > U.S. Army > ENGINEER DIVISION NORTHWESTERNENDIST OMAHA
est. $5.0M – $45M

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Quick Brief

The project involves the repair of the Mass Parking Apron at Minot AFB, North Dakota, for the Department of Defense. Key requirements include the removal and replacement of various types of pavement with stringent military specifications for materials and durability.

Generated 71d ago

Scope & Requirements

The work includes the removal and replacement of approximately 53,000 square yards of PCC pavement and associated asphalt pavement, along with installation of joint sealants and pavement markings.

Contract Details

Estimated Value
est. $5.0M – $45M
Similar contracts award $32K$465K (median $129K, 8,020 awards)Above typical range
NAICS Codes
Place of Performance
Minot, ND, USA

Agency & Contact

Contracting Organization

Agency
DEPT OF DEFENSE
Sub-Agency
DEPT OF THE ARMY US ARMY CORPS OF ENGINEERS
Office
ENGINEER DIVISION NORTHWESTERNENDIST OMAHA

Point of Contact

John A. Smith
Contracting Officer
(202) 555-0100

Key Dates

Published3mo ago
Feb 24, 2026
Last Updated3mo ago
Feb 24, 2026
Became Solicitation3mo ago
Feb 24, 2026
Tracked
Sought Response Date3mo ago
Mar 10, 202611:00 AM
MDT
Response Due2mo ago
Mar 25, 2026

Description

Mass Parking Apron Repair. This project is located at Minot AFB, North Dakota. This is a Fully-Designed Project. Project will include the following: Remove approximately 53,000 Square Yards of PCC pavement varying in thickness between 15 inches and 18 inches and replace with approximately 55,200 SY of 18-inch PCC pavement and 9,600 SY of 12-inch PCC. New PCC pavement shall conform to 32 13 14.13 CONCRETE PAVEMENT FOR AIRFIELDS AND OTHER HEAVY-DUTY PAVEMENTS with very stringent fine and coarse aggregate deleterious materials limits unique to military airfield pavement construction, weather severity of severe, enforcement of evaluation and testing for Alkali-Silica Reactivity per UFGS 32 13 14.13

requirements for both fine and coarse aggregates, Air Force durability requirement that aggregate shall have a satisfactory service record in freezing and thawing of at least 5 years successful service in three concrete paving projects or aggregate with durability factor of 50 or more when subjected to freezing and thawing of specimens prepared in accordance with ASTM C 1646/C 1646M and tested in accordance with ASTM C 666/C 666M, Procedure A for aggregates not having a satisfactory demonstrable service record. Removal of approximately 10,000 Square Yards of 2-inch hot-mix asphalt pavement, 1,220 square yards of 6.5-inch hot-mix asphalt and replacing 1,800 SY of 6.5-inch hot-mix asphalt pavement conforming to UFGS 32 12 15.13 HOT-MIX ASPHALT AIRFIELD PAVING; Associated work includes the installation of preformed and poured joint sealant; removal and replacement of cathodic protection test pits; pavement marking; seeding and minor grading. Shayna Zeleznik

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