Job order for Soil Investigation

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 alongwith DCPT 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 alongwith DCPT 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

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