SOIL INVESTIGATION TO PROVN OF OTM ACCN FOR CORPS ENGR REGT AT SUKNA (JOB NO. E-2004)

Amount

SOIL INVESTIGATION TO PROVN OF OTM ACCN FOR CORPS ENGR REGT AT SUKNA (JOB NO. E-2004)

i) Core drilling n rock/soil including overburden using rotary drill and double core barrel Nx/Bx sized with NW core sample maintaining continuous record of core Recovery / RQD keeping the core in wooden boxes as per specification of IS 6926-2001, IS 5313-2004 and IS 4078-1980 and conducting SPT at specified depth complete 0m to 10m including conduction of standard penetration and (a) Classification of soil properties (b)Direct shear Test (c) Tri-axial shear test (d) Consolidation test (e) field Density (f) Liquid limit (g) Plastic Limit (h) Specific Gravity and others (j) Relative density and other lab test (k) Compressive strength of rock as per soil condition (l) Settlement analysis for determination of bearing capacity of soil at foundation level including settlement analysis for depth upto 10.00 mtr and submit of 04 Sets of investigation report with recommendation Report shall be as per IS 1892-1979 with comprising the following - (a) Strata Profile along with soil classification (b) Record depth of water table (c) Test result of soil parameters like CN etc (d) Recommended type of foundation and safe Bearing capacity of soil at different foundation levels (Qty 10 RM). ii) Conducting plate load test as per IS-1888-1982 at by Bearing plate size (30cmX30cm) and thickness 25 mm to determination the bearing capacity of soil (Qty 1 No PLT)

Soil Investigation work including conduction of standard penetration test up to depth 06m or Refusal. Collection of samples at different depths for field and lab test including (a) index properties of soil (b) Direct shear Test (c) Tri-axial shear test (d) Consolidation test (e) field Density (f) Liquid limit (g) Plastic Limit (h) Specific Gravity and others (j) Relative density as per soil condition (k) Determination of ground water table (l) Settlement analysis, Determination of bearing capacity of soil at foundation level; and submission of investigation report with recommendations.(Qty 2 each bore hole)

Soil Investigation work including conduction of standard penetration test up to depth 10M or Refusal. Collection of samples at different depths for field and lab test including (a) index properties of soil (b) Direct shear Test (c) Tri-axial shear test (d) Consolidation test (e) field Density (f) Liquid limit (g) Plastic Limit (h) Specific Gravity and others (j) Relative density as per soil condition (k) Determination of ground water table (l) Settlement analysis, Determination of bearing capacity of soil at foundation level; and submission of investigation report with recommendations.(Qty 6 each bore hole).

Biplob Nandy and Associates

C B ENTERPRISE