PROVN OF SOIL INVESTIGATION FOR OTM ACCN FOR INF BDE SIG COY AT SHAHJAHANPUR UNDER GE EAST BAREILLY

Amount

Shifting of entire arrangement from one bore well to another bore well location and setting of boring/drilling RIG as required complete all as specified and directed.

Boring of 150 mm dia bore holes to any depth of soil complete all as specified and directed.

Collection of undisturbed soil sample at 3 metre intervals or at any change of strata in 100 mm bore thin walled tube including waxing sealing packing and transporting to the laboratory complete all as specified and directed.

Carrying out standard penetration test (S P T ) including collection of disturbed soil samples in bore holes at every 1 m/1.5 m depth or any change of strata and submit report with all requisite details complete all as specified and directed

Conducting necessary tests on all collected samples which includes the determination of :- i) Attenberg limits. ii) Natural moisture content iii) Wet and dry density iv) Soil/Particle size using seive hydrometer analysis. v) Tri axial shear test C & Q determination vi) Shrinkage limit vii) Consolidation test viii) Specific gravity test for sand /rock. ix) Crushing strength of rock samples x) Permiabnility test. etc complete all as specified and directed

M&L Preparation and submission of report in 4(FOUR) copies containing NSBC,SBC,settlement test result graph chart calculation etc and recommendation for foundation at 1.5m ,2.00 M & 3.00 metre complete all as specified and directed by Engineer-in-Charge .

MEENAKSHI GEOTECH