I’d leave it as is and keep an eye on it for cracks.
I did this on a (steel) frame with similar sized dent and it cracked somewhere else (undented) whilst this was still 100% fine.
It is generally going to be under compression, so collapse is probably more of a potential issue, but it isn’t somewhere that’s under peak loading (either from bending or against overall column buckling)… I would guess that the tube thickness there is selected for manufacturability/dent resistance rather than section requirements.
Of course as a professional engineer I’d have to ask you to give me a fat wad of money to assess the defect before I’d advise you to ride it.