The invention belongs to the technical field of dynamic compaction foundation treatment in construction engineering, in particular to a construction method for treating a costal backfill ultrathick gravel soil foundation by 25000 KN.m dynamic compaction. The construction method comprises the steps of: (101) construction preparation: determination of construction of a dynamic compaction surface andleveling of a place to reach the elevation of the dynamic compaction surface, (102) primary main compaction energy level construction, (103) secondary main compaction energy level construction, (104)ternary secondary compaction energy level construction, (105) full compaction construction and (106) surface layer grinding. The construction method treats the foundation by 25000 KN.m ultrahigh energy level dynamic compaction, can once treat a gravel soil backfill foundation with a thickness of 17-20 m, meets treatment of a deep soft foundation within an influence range, and has the advantages of obvious treatment effect, simple process, lower cost, short construction period, environmental protection and the like.