The invention discloses a construction method for a steel guide wall foundation of a sew area deep-water anchor foundation, and the construction method is applied to suspension bridge anchor foundation construction of sea area deep-water. The construction method comprises a foundation treatment step, an auxiliary steel platform set-up step, a steel guide wall construction step, an even wall slot section division step, an II-stage slot sand backfilling step, an I-stage slot construction step, and an II-stage slot construction step. According to the construction method disclosed by the invention, foundation treatment is performed at an early stage to improve geological conditions, the auxiliary steel platform is set up to create land-area working conditions, steel tube piles are positioned,inserted and punched to inner and outer sides of the axis of an even wall, and construction on the even wall is performed, so that the effects of supporting, retaining water and retaining waves are realized for later-stage foundation pit excavation. The construction method solves the technical problems such as construction hole collapse, a relatively long construction period and disassembly afterconstruction as sea suspension bridge deep-water anchor construction in the prior art needs cofferdams for building an island, reduces construction risk, shortens the construction period, and providesa novel technical method for constructing and applying a cross-sea channel kilometric suspension bridge.