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: May 11, 2026
Due Date: May 19, 2026
Solicitation No: W9128F26SM009
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Mass Parking Apron Repair
Active
Contract Opportunity
Notice ID
W9128F26SM009
Related Notice
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
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General Information View Changes
  • Contract Opportunity Type: Sources Sought (Updated)
  • Updated Published Date: May 11, 2026 04:14 pm MDT
  • Original Published Date: Feb 24, 2026 10:49 am MST
  • Updated Response Date: May 19, 2026 02:00 pm MDT
  • Original Response Date: Mar 10, 2026 11:00 am MDT
  • Inactive Policy: Manual
  • Updated Inactive Date: Jun 09, 2026
  • Original Inactive Date: Mar 24, 2026
  • Initiative:
    • None
Classification
  • Original Set Aside:
  • Product Service Code:
  • NAICS Code:
    • 237310 - Highway, Street, and Bridge Construction
  • 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
  • KO CONTRACTING OFFICE 1616 CAPITOL AVENUE
  • OMAHA , NE 68102-4901
  • USA
Primary Point of Contact
Secondary Point of Contact


History

Related Document

Feb 24, 2026[Sources Sought (Original)] Mass Parking Apron Repair
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