The invention relates to a method for construction of sprayed steel fiber reinforced concrete in sandy surrounding rock. The method comprises the steps of arranging a pre-support advanced grouting ductile on an excavation face, conducting hand excavation of tunnel sandy soil, assembling tunnel grid steel frames, arranging main reinforcing meshes according to design requirements between the grid steel frames along the outer arcs of the steel frames, arranging auxiliary steel meshes on the inner sides of the main reinforcing meshes, and spraying steel fiber reinforced concrete. By additionally arranging a layer of auxiliary steel mesh piece on the inner side of each main reinforcing mesh, effective bonding between sprayed steel fiber reinforced concrete and sandy surrounding rock is guaranteed, the rebound rate of sprayed steel fiber reinforced concrete is reduced to be about 10%, and raw materials are saved; meanwhile, wind pressure is adjusted and controlled reasonably, the compactness of sprayed steel fiber reinforced concrete is ensured, engineering construction quality is guaranteed, the requirement for design indexes of tunnel first lining engineering is met, and construction efficiency is improved.