bids are invited for custom bid for services - soil investigation all as specified-1 mobilization of necessary eqpt and man power to the project site and dismantling of the same of completion of fd work from the site. loc- base camp, leh (ut), ladakh job 01 2 provision of eight bore holes of 150mm dia each at various locations as shown at site by engineer-in-charge in any type of soil upto max 10 mtr by using shell and auger/rotatory drilling method, collection of undisturbed soil samples at every 1.00mtr depth, collection of disturbed samples at suitable as required at site conducting standard penetration test as per relevant is. test shall be made at not more than 1.5 mtr interval or on change of strata whichever is less 01x chs plant plinth area approx. 252.96 sqm - (02 bh) 01x ors line plinth area approx 1772.30 sqm – (06 bh) 2025.26 sqm rm 80 3 conducting following lab test on bore collected soil samples. each bore hole 08 3.1. direct/triaxial shear test. 3.2. grain distribution curves & pattern in bore holes. 3.3. bulk density. 3.4. natural moisture content. 3.5 dry density. 3.6. water table. 3.7. specific gravity. 3.8. atterberg limit. 3.9. hydrometer analysis. 3.10. liquid & plastic limit. 3.11. swelling index. 4 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 recommending following data. each bore hole 08 4.1. minimum depth of foundation and type of foundation at different depth as per relevant is code. 4.2. gross and net safe bearing capacity for all the bore holes. 4.3. recommendation 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 parameters for pile foundation and cost analysis between raft and pile foundation shall be given. 4.4. photographic record of geo-exploration as well as testing shall also part of the report. 4.5. recommendation as regards possibility of liquefaction of soil in case of saturated or partially saturated loose/uncompacted sandy soil. 4.6. swelling index and swelling pressure in respect of black cotton soil and its depth/layer. (if any) 4.7. depth of gr. water tank (gwt) in peak mansoon (lowest) and peak summer (highest) after correlation of result with seasonal of water table in the station. 4.8. recommendation for filling under floors. 4.9. rl of the ground level/foundation level with ref to a bm should invariably be mentioned in the soil investigation repor