Details: 1 soil investigation by boring 4 inches dia bore holes 6 mtr depth or (refusal n>50 whichever is earlier) and performing standerd penertration test at 0.90m to 1.50m interval as per is-2131-1981 collection of disturbed and undisturbed soil samples their complete lab testing as per relevant is code and evaluation for safe bearing capacity as well as preparation of test report in triplicate or in case of bouldry/ gravelly strata the open pit 1.5 to 3.00m depth above sswl hard rock alongwith dcpt test at suitable intevals upto 6.00 mtr or refusal as directed by the engr in charge applying two coat of synthetic enamel paint on new steel surfaces of any description having width/girth exceeding 10 cm including preparation and rubbing with sand paper or grinding by hand grinder to make surface even and smooth and applying primer where requred ( up to 4th storey with necessary scaffolding) complete all as specified
Sector: Defense