Mass Parking Apron Repair
| Agency: |
DEPT OF DEFENSE |
| State: |
North Dakota |
| Type of Government: |
Federal |
| FSC Category: |
- J - Maintenance, Repair, and Rebuilding of Equipment
- Y - Construction of Structures and Facilities
|
| NAICS Category: |
- 237310 - Highway, Street, and Bridge Construction
|
| Posted Date: |
Feb 24, 2026 |
| Due Date: |
Mar 10, 2026 |
| Solicitation No: |
W9128F26SM009 |
| Original Source: |
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| Contact information: |
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| Bid Documents: |
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Mass Parking Apron Repair
Active
Contract Opportunity
Department/Ind. Agency
DEPT OF DEFENSE
Sub-tier
DEPT OF THE ARMY
Major Command
US ARMY CORPS OF ENGINEERS
Sub Command
ENGINEER DIVISION NORTHWESTERN
Sub Command 2
ENDIST OMAHA
Office
W071 ENDIST OMAHA
Looking for contract opportunity help?
General Information
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Contract Opportunity Type: Sources Sought (Original)
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Original Published Date: Feb 24, 2026 10:49 am MST
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Original Response Date: Mar 10, 2026 11:00 am MDT
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Inactive Policy: Manual
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Original Inactive Date:
Mar 24, 2026
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Initiative:
Classification
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Original Set Aside:
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Product Service Code:
-
NAICS Code:
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237310 - Highway, Street, and Bridge Construction
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Place of Performance:
Minot AFB, ND
58704
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 classification 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.
Attachments/Links
Contact Information
Contracting Office Address
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KO CONTRACTING OFFICE 1616 CAPITOL AVENUE
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OMAHA , NE 68102-4901
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USA
Secondary Point of Contact
History
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Feb 24, 2026 10:49 am MSTSources Sought (Original)
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