tender for provision otm accommodation for inf bn (ph-i) in carnatic lines(survey and soil investgation) at mil stn damana under ge jammu; 1. soil investigation by boring 100mm dia bore holes 6 mtr depth or refusal whichever is eralier) and performing standard penetration test at 0.90m to 1.50m interval as per is-2131-1981 collection of disturbed soil samples, their complete lab testing as per relevant is code and evaluation for safe bearing capacity as well as 1.5 to 3.00m depth above sswl/hard rock alongwith dcpt test at suitable intervals upto 6.00 mtr or refusal as directed by the engineer-in-charge - each holes- qty 25.2. soil investigation by bring 100mm dia bore holes 10mtr depth or refusal whichever is earlier) and performing standard pentration test at 0.90m to 1.50m interval as per is-2131-1981 collection of distrubed soil samples, their complete lab testing as per relevant is code and evalutaion for safe bearing capacity as well as 1.5 to 3.00m depth above sswl/hard rock alongwithdcpt test at suitable intervals upto 10.00 mtr or refusal as directed by the engineer-in-charge -each holes- qty-4.3.soil investigation by bring 100mm dia bore holes 15mtr depth or refusal whichever is earlier) and performing standard pentration test at 0.90m to 1.50m interval as per is-2131-1981 collection of distrubed soil samples, their complete lab testing as per relevant is code and evalutaion for safe bearing capacity as well as 1.5 to 3.00m depth above sswl/hard rock alongwithdcpt test at suitable intervals upto 15.00 mtr or refusal as directed by the engineer-in-charge -each holes- qty-5.4. conducting plate load test by 30 cm x 30cm plate size as per is:1888(1982) specification-each-qty-1