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EX2025-06

Active
State & Local

Contract Overview

Solicitation details, issuing organization, response deadlines, documents, and interested companies for this government contract opportunity.

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Modoc County is preparing to undertake pavement preservation work on Runway 12/30, Taxiway A, aircraft tie-down areas, and the airport service road to address deterioration caused by thermal stresses from extreme mountain climate temperature fluctuations. The existing asphalt surfaces lack a polymer-modified binder and require rehabilitation through crack sealing, joint sealing, and slurry sealing to extend pavement life and maintain safe aircraft operations. The work will involve cleaning out existing joints, sealing all cracks, and applying a slurry seal to the runway, tie-down apron, and access road. Construction activities will be restricted to existing paved surfaces only, with designated storage and stockpile areas established at the FBO and a defined haul route along Airport Road. The project is identified as EX2025-06 and is managed by the Modoc County Road Department, with primary contact Sean Curtis, Interim Planning Director, and Mitch Crosby, Road Commissioner, overseeing coordination and implementation.

General Info

Modoc County to seal cracks and apply slurry seal on Runway 12/30, Taxiway A, tie-downs, and service road to combat thermal damage.

Agency

California → Modoc County

NAICS

237310 - Highway, Street, and Bridge ConstructionView NAICS

Place of Performance

CA

Set-Aside

NONE

Documents

(1)

NOE_EX2025-06_Tulelake Airport

PDF

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Organization & Contact Information

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AgencyCalifornia → Modoc County
Contacts2 people available
OfficeN/A
Organization / Agency
California → Modoc County
Office AddressN/A
Contacts
Sean CurtisInterim Planning Director
contact@example.gov
+1 (555) 000-0000
Mitch CrosbyRoad Commissioner
contact@example.gov
+1 (555) 000-0000

Full Description

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The Road Department proposes to crack seal, joint seal and slurry seal Runway 12/30, Taxiway A, aircraft tie down areas and the airport service road. The existing asphaltic surfaces do not have a polymer-modified asphalt binder in the asphalt surface. The airport pavements are subject to the thermal stresses due to significant temperature variations in mountain climates which has resulted in deteriorating pavement surfaces. This work will be completed on the runway, aircraft tie down apron, airport access road, and the taxiway. This work will include clean out joints in the existing asphalt pavement; crack seal all existing joints in the asphalt pavements; and slurry seal the aircraft tiedown apron, runway, and airport access road. Designate a contractor's storage space and temporary stockpile areas on the FBO; designate a haul route through on Airport Road, and all project construction activities are confined to existing paved surfaces.

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