Site work and paving for a transportation facility in Palm Springs, California. Completed plans call for paving for a transportation facility; and for site work for a transportation facility.

SCOPE OF WORK: The City of Palm Springs is requesting Bids from qualified firms to provide the City with crack sealing / pavement repair of Runway 13R-31L at the Palm Springs International Airport (PSP). This solicitation is subject to funding by the FAA, therefore federal requirements will apply to the contract. Q&A Deadline : 02/15/2023 5:00 PM (PST) Microsoft Teams meeting Join on your computer, mobile app or room device Click here to join the meeting Meeting ID: 216 844 387 443 Passcode: P8k58A Download Teams | Join on the web Or copy and paste the following in your browser https://teams.microsoft.com/l/meetupjoin/19%3ameeting_OWU4ZTI5NjYtY2U5Mi00NmI5LWJmMmMtNWVjNTExODRlOTIx% 40thread.v2/0context=%7b%22Tid%22%3a%22ce909baf-47c3-4285-b119- b304fb2ce3c7%22%2c%22Oid%22%3a%2259b1a3d8-6551-4e93-a90bf5a0e06ca1f7%22%7d Or call in (audio only) +1 872-239-6004,,318415128# United States, Chicago Phone Conference ID: 318 415 128# Find a local number | Reset PIN Learn More | Meeting options A. Contractor will provide crack sealing/pavement repair services on runway 13R-31L at the Palm Springs International Airport (PSP). B. Crack sealing work will be done compliant to FAA AC 150/5380-6C and FAA AC 150/5320-6G or current versions. i. Preparation of surfaces must be completed before any crack sealant is applied. ii. Surface preparation must include vegetation removal and incompressible material removal. Routing and backing material are to be applied where necessary. iii. Sealant thickness is not to exceed one-eight (1/8) inch above pavement. C. Estimated crack sealing is up to 25,000 linear feet. D. Contractor will remeasure to identify the locations and lengths of cracks. E. Material used to crack seal must be FAA approved ASTM D6690 Type I or ASTM D6690 Type II. F. All crack seal must be sealed with no overbanding.