Two pegs A and B were fixed on opposite banks of a 40 m wide river level was set up at A and the staff readings on pegs A and B were observed as 1.250 m and 1.600 m respectively. Thereafter the Instrument was shifted and set up at B. The staff readings on pegs B and A were observed as 0.800 m and 0.250 m respectively. If the R.L of peg A is 120.450 m then the R.L (in m) of peg B is