Similar Projects
Airfield Rubber Removal and Striping
Alteration
Design
$25,000 to $100,000 est. value
Grissom ARB, IN

Camp Atterbury Himsel Airfield Concrete Reconstruction
Infrastructure
Bidding
$150,000 est. value
Edinburgh, IN 46124

Rehabilitate Partial Parallel Taxiway A and Connecting Taxiways A1 A2 and A3
Infrastructure
Bidding
$300,000 est. value
Shelbyville, IN 46176

Runway Extension Phase 2 - Grading & Drainage
Post-Bid
Zionsville, IN 46077

Midfield Taxiways R, P, H and N Rehabilitation
Post-Bid
Indianapolis, IN 46241

International Airport Gary - Rehabilitate Taxiway A - Phase 1
Results
Gary, IN 46400

Runway Safety Area Grading Improvements
Results
Gary, IN 46400

Indianapolis Executive Airport (TYQ) - Extend Runway 18-36
Infrastructure
Bidding
$200,000 est. value
Noblesville, IN 46060

Rehabilitate Taxiway "A", Phases 2
Infrastructure
Post-Bid
Gary, IN 46406

2020-2 Street Paving
Results
Less than $200,000 est. value
Chalmers, IN

Runway 5R-23L and Taxiway D Phase 1
Infrastructure
Post-Bid
IN 46241

T-Hangar Taxiway
Results
Marion, IN 46953

Rubber Removal and Striping at Grissom Air Reserve Base
Term Contract
Post-Bid
Grissom ARB, IN

2021 T-Hangar Taxilane and Southwest Arpon Rehabilitation
Results
Columbus, IN 47203

Grissom Air Reserve Base Runways Project Industry Day
Term Contract
Post-Bid
$25,000,000 to $100,000,000 est. value
Grissom ARB, IN

Last Updated 04/21/2022 12:01 AM
Project Title

Starke County Airport Rehabilitate Runway 18/36

Physical Address View project details and contacts
City, State (County) Knox, IN 46534   (Starke County)
Category(s) Heavy and Highway
Sub-Category(s) Runways/Taxiways
Contracting Method Competitive Bids.
Project Status Results
Bids Due View project details and contacts
Estimated Value $200,000 [brand] Estimate
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

The scope of work involves rehabilitation of the non-extended length of Runway 18/36 (4,400-feet in length by 75-feet in width) by cold milling 2-inches of the existing HMA surface asphalt pavement; evaluating the condition of the exposed HMA base asphalt pavement for crack and joint repair or full-depth pavement replacement (patching) based on a visual inspection and proof-roll; performing any necessary crack and joint or pavement replacement repairs, placing bituminous tack coat on the milled surface, placing and compacting a variable (nominal 1.25-inch) leveling course of new HMA surface asphalt to achieve a planned 1.5% cross-slope; placing and compacting a uniform 1.75-inch course of new HMA surface asphalt; placing any necessary topsoil fill adjacent to the new runway pavement if drop-offs exceed 3- inches; placing temporary and permanent non-precision runway pavement markings, and mulch seeding / sodding any disturbed areas

Details

Division 31 - Earthwork, Grading, Earthwork Methods.
Division 32 - Exterior Improvements, Flexible Paving, Rigid Paving, Fences and Gates, Turf and Grasses.
Division 34 - Transportation, Airfield Signaling and Control Equipment.

Bidder's List View project details and contacts
Prospective Bidders View project details and contacts
Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents