Provn of soil testing and topographical land survey plan for KLP Phase-I of C Med Regt under AGE B/R (P-1) at Faridkot Mil Stn

Amount

Determination of SBC by standard penetration tests as per IS:2131 - 2011(Latest revision) in ordinary soil consisting of clay / silt and or their mixture with shell and auger method or refusal (N - Value 50 or above) whichever bore is earlier below existing ground level and collection of samples from bore holes, testing of these samples in laboratory for grain size analysis, Atterberg's limits, water content, cohesion, angle of internal friction, angle of sharing resistance as well as on settlement consideration alongwith strata bore logs, calculate of pile capacity in up-lift, vertical (Downward) and lateral loading, specific gravity, wet & dry bulk density etc and Evaluation of safe bearing capacity alongwith strata logs and submission of comprehensive report. Submission of complete test report and soil sub grade modular for Mat foundation to be provided. Recommendation and type of cement to be used for RCC foundation to be provided. Recommended SBC at different depth and type of foundation separately for the portion with or without basement, Single and Double storey bldg as per soil condition at site at different depth to be provided. Recommendation for filling under Floors to be provided. SBC shall be determined at the following depth of bore hole :-

Upto 15.00 m depth below NSL

Upto 25.00 mtr depth below NSL

Conducting of Plat Load Test as per latest IS Specification.

Chemical Analysis for soil upto depth of exploration, submission of soil test report in detail in four copies duly binded.

Carrying out digital topographical land surveying using Electronic total station of high precision, showing all existing details like Bldgs, boundary wall/fencing for each unit, road, electric pole, light pole, transformer, tree, earth pit, paver block, dust bin, water tank, post, plinth level and existing drain with invert level, existing main sewage line, spot level at 5m x 5m and contour interval at 1m, making of bench marks and temporary bench marks as directed by GE, submission of 10 Nos of coloured drawings in hard copy in good quality paper as approved by GE in autocad format alongwith one soft copy on compact disk (CD) .

National Soil Testing and Research Laboratories

UNITECH LAND SURVEYOR AND CONSULTANTS

M/s Mat Lab Engineers Enterprises

Geotech Engineering Services

Rishi Markandeshwar Engineering Consultant

Soigne Engineering Consultants

ATCON ENGINEERS

MEENAKSHI GEOTECH