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Learn more →Key metrics and characteristics
The city where this buyer is located.
The county where this buyer is located.
Physical address of this buyer.
Postal code for this buyer's location.
How likely this buyer is to spend on new technology based on operating budget trends.
How likely this buyer is to adopt new AI technologies.
How often this buyer champions startups and early adoption.
Includes fiscal year calendars, procurement complexity scores, and strategic insights.
Active opportunities open for bidding
Cheyenne County Airport Authority
2 LS -881(L) papis, 2 LS - L-849I(L) reils; 1 LS - 15 KW regulator; vault work; installation of l-802A(L) beacon, tip down beacon pole and foundation (1 LS), 958 LF - KV L-824 cable; 399 LF - counterpoise; 558 LF - 2" sch 40 conduit; 245 LF - 1" sch 40 conduit; unclassified excavation; seeding.
Posted Date
Mar 13, 2026
Due Date
Apr 7, 2026
Release: Mar 13, 2026
Cheyenne County Airport Authority
Close: Apr 7, 2026
2 LS -881(L) papis, 2 LS - L-849I(L) reils; 1 LS - 15 KW regulator; vault work; installation of l-802A(L) beacon, tip down beacon pole and foundation (1 LS), 958 LF - KV L-824 cable; 399 LF - counterpoise; 558 LF - 2" sch 40 conduit; 245 LF - 1" sch 40 conduit; unclassified excavation; seeding.
AvailableCheyenne County Airport Authority
Furnishing all labor, materials and equipment and performing all work necessary for: Pavement Rehabilitation Including Spall Repair / Re-Seal / Repair Concrete Joints, and Pavement Marking on Runway 14/32, South Turnaround, Connecting Taxiway and Apron. In general, this work will require the following approximate quantities: Re-Seal/Repair Concrete Joints (45,180 LF); Concrete Spall Repair (50 SF); Concrete Crack Repair (150 LF); Pavement Marking (36,504 SF).
Posted Date
Feb 22, 2025
Due Date
Mar 20, 2025
Release: Feb 22, 2025
Cheyenne County Airport Authority
Close: Mar 20, 2025
Furnishing all labor, materials and equipment and performing all work necessary for: Pavement Rehabilitation Including Spall Repair / Re-Seal / Repair Concrete Joints, and Pavement Marking on Runway 14/32, South Turnaround, Connecting Taxiway and Apron. In general, this work will require the following approximate quantities: Re-Seal/Repair Concrete Joints (45,180 LF); Concrete Spall Repair (50 SF); Concrete Crack Repair (150 LF); Pavement Marking (36,504 SF).
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