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Last Updated 04/26/2023 05:31 PM
Project Title

Rehabilitate Hangar Access Taxiways

Physical Address View project details and contacts
City, State (County) Fishers, IN 46038   (Hamilton County)
Category(s) Heavy and Highway, Transportation
Sub-Category(s) Aircraft Hangar, Site Development
Contracting Method Bids by Invitation, Competitive Bids
Project Status All Bids Received, Results Expected, Construction start expected May 2023
Bids Due View project details and contacts
Estimated Value $250,000 [brand] Estimate
Plans Available from Copy Center
Owner View project details and contacts
Architect View project details and contacts
Description

Rehabilitate Hangar Access Taxiways For general information or questions, please contact Katie Adkins directly at 317.487.8578 All bids shall be accompanied by a scanned copy of the bid bond in an amount of not less than 5% of the contract amount. Original copy of the bid bond will be requested from the successful bidder immediately following the bid opening. Contractors awarded a contract will be required to furnish acceptable surety bonds in the amount of 100% of the contract price. Said performance, material and payment bond shall remain in effect for twelve (12) months after the date of the Owner's final acceptance of Contractor's work. Should a successful bidder withdraw their bid or fail to execute a satisfactory contract within seven (7) days the Indianapolis Airport Authority may declare the bid deposit forfeited The Indianapolis Airport Authority reserves the right to reject any and all bids. This work for Indianapolis Metropolitan Airport consists of bituminous profile milling, bituminous pavement repairs, placement of bituminous leveling and surface course, shoulder adjustment and landscaping with seed and mulch, pavement markings, and other miscellaneous work for the Hangar Access Taxiways (Taxiways B and C). Bituminous pavement repairs will consist of full depth patching (removal and replacement of bituminous pavement and subgrade materials) at locations designated by the Engineer. After patching is complete, all pavements within the project area will be milled, 3.5"+/- depth. After milling, cracks greater than 1/4 inch and less than 1-1/2-inch wide will be filled with crack sealant per ASTM D6690. Cracks larger than 1- 1/2" wide will be filled with hot-applied mastic sealant. All pavements in the project area will receive 1-1/2" HMA Leveling Course and 2" HMA Surface Course. Pavement markings will be placed in two applications, with a minimum of 30 days between each application. Additive Alternate 1 is the installation of a perforated underdrain system as shown in the Plans. The system will include inspection holes and a direct connection to the existing storm sewer system. The Contractor shall provide all labor, equipment, and material necessary to complete the work

Details

Division 03 - Concrete, Concrete Forming, Structural Cast-in-Place Concrete Forming, Concrete Reinforcing.
Division 04 - Masonry, Unit Masonry.
Division 05 - Metals, Structural Metal Framing.
Division 09 - Finishes, Painting.
Division 10 - Specialties, Fire Protection Specialties, Fire Protection Cabinets, Fire Extinguishers.
Division 13 - Special Construction, Fabricated Engineered Structures, Metal Building Systems.
Division 21 - Fire Suppression.
Division 31 - Earthwork, Site Clearing, Grading.
Division 32 - Exterior Improvements, Rigid Paving, Concrete Paving, Fences and Gates.
Division 33 - Utilities, Storm Drainage Utilities.

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