Details: excavation in foundation in ordinary soil (loam, clay or sand) including lift up to 1.50 m and lead up to 30 m and including, filling watering and ramming of excavated earth into the trenches or into the space between the building and the side of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30mtr. from the foundation trenches. 0-1.5m bgl concrete with 2cm. gauge stone ballast, coarse sand and cement in proportion of 4:2:1 in foundation and under floors, including supply of all materials, labour, t&p etc. required for proper completion of the work. m-150 brick work in 1:4 cement and coarse sand of 2.25 fineness modulus mortar in foundation and plinth including supply of all material, labour t&p etc. required for proper completion of the work as per direction of the work as per direction of engineer-in-charge. 12mm thick cement plaster with 1:4 cement and approved coarse sand mortar over brick
Sector: Urban Authority