Soil Investigation for Remodelling of Kailash Nagar Drain from RD 0m (Outfall point at Trunk Drain - 1) to RD 1482 m (Outfall point at MCD Pumping station Kailash Nagar) through EPC mode basis.

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil

Drilling of 4 Nos, 150mm dia bore holes including collectin of samples of soil and conducting detailed investigataion, preparataion and submission of geotechnical report for the same as per relevant IS code in any kind of soil strata upto a depth of 30m. or refusal whichever is earlier. 0.00m to 5.00m depth

Drilling of 4 Nos, 150mm dia bore holes including collectin of samples of soil and conducting detailed investigataion, preparataion and submission of geotechnical report for the same as per relevant IS code in any kind of soil strata upto a depth of 30m. or refusal whichever is earlier. 5.00 m TO 10.00 m depth

Drilling of 4 Nos, 150mm dia bore holes including collectin of samples of soil and conducting detailed investigataion, preparataion and submission of geotechnical report for the same as per relevant IS code in any kind of soil strata upto a depth of 30m. or refusal whichever is earlier. 15.00m to 20.00m depth

Drilling of 4 Nos, 150mm dia bore holes including collectin of samples of soil and conducting detailed investigataion, preparataion and submission of geotechnical report for the same as per relevant IS code in any kind of soil strata upto a depth of 30m. or refusal whichever is earlier. 20.00m to 25.00m depth

Drilling of 4 Nos, 150mm dia bore holes including collectin of samples of soil and conducting detailed investigataion, preparataion and submission of geotechnical report for the same as per relevant IS code in any kind of soil strata upto a depth of 30m. or refusal whichever is earlier. 25.00m to 30.00m depth

Conducting three numbers dynamic cone penetration test up to 10m. Or refusal including analyzing the test date and preparation of soil test report in triplicate complete up to the satisfaction of Engineer-in-charge.

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