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Foundation is the part of all structure, which helps transmit the all the loads from above structure to the ground. The bearing capacity value mainly affected by two major factors, they are type of soil and also the location where the stratum. Due to various reasons such as; Economy, miser, unconsciousness etc, people don’t conduct soil test in many cases and starts to build high rise buildings in different locations. From the prevention of collapse and settlement of building bearing capacity of soil should be checked. Zonation mapping of bearing capacity is inevitable in many cases of newer and expansion storey construction. In many countries, zoning mapping of bearing capacity has been available for crowd or urbanized cities. In case of Nepal, there are absences of such zoning maps. The thesis report tries to fill such gap present in Nepal. Different bearing capacity has been found using different tests; SPT Value, Terzaghi, and among them least of the resulted value of bearing capacity is used for Zonation mapping of Morang district of Nepal. These targets are achieved by various data and tests conducted in the soil investigation with boring logs and SPT N value from 239 different locations and terrain around Morang District of Nepal. The methods initially adopted are collecting, selecting, grouping and plotting the data Location in Morang District map using GIS. Various analytical, experimental and theoretical approaches also used for the estimating and analyzing bearing capacity of soil. The research shows that the bearing capacity of soil of Morang ranges from 50kPa to 628kPa.