Consultancy for soil investigation for medical complex for 403 Fd Hospital at Hunder under GE Partapur

Amount

Mobilization of necessary eqpt and man power to the project site and dismantling of the same of completion Fd work from the site.

Provn of each bore holes of 150mm dia each in any type of soil up to max 10 mtr or up to refusal(N-100) whichever meet first conducting standard penetration test as per IS 2131-1981 (reaffirmed-2016). Test shall be made at not more than 1.5 mtr interval or on change of strata whichever is less.

Conducting following lab test on bore collected soil samples- i) Direct/triaxle shear test ii) Grain distribution curve and pattern in bore holes iii) Bulk density iv) Natural moisture content v ) Dry Density vi) Water table vii) Specific gravity viii) Atterberg limit ix) Hydrometer analysis x) Liquid and plastic limit xi) Swelling Index

Completion of laboratory test, collection of data,calculation of Gross and Net safe bearing capacity and preparation of report,final copy printing and submission of report in quintuplet duly vetted by any IIT/NIT/Govt. Engg college recommending following data- a) Minimum depth of foundation and type of foundation at different depth as per relevant IS code. b) Gross and Net safe Bearing Capacity for All thr bore Holes. c) Recommendationh for raft or pile foundation for depth of foundation more than 2.0 mtr below NGL including size, Gross and Net Safe Bearing Capacity for raft foundation, design parameter for pile foundation and cost analysis between raft and pile foundation shall be given. d) Photographic record of geo -exploration as well as testing shall also part of the report. e) Recommendation as regards possibility of liquefaction of soil in case of saturated or partialy saturated loose /uncompacted sandy soil. f) Swelling index and swelling pressure in respect of black cotton soil and its depth/layer(if any) g) Depth of Gr. Water table(GWT) in peak mansoon(lowest) and peak summer (highest) after correlation of result with seasonal of water table in the station h) Recommendation for filling under floors. i) RL of the Ground level / Foundation level with ref to a BM should invariably be mentioned in the soil investigation report.

SPACE ENGINEERS CONSORTIUM PRIVATE LIMITED

Shiva Testing and Research Laboratory Pvt. Ltd.

Kristi Engineering Services Private Limited