Provision of Soil Investigation for Consn of Demolition and Reconstruction of Arms Range at AF Stn Bamrauli

Amount

Excavation /drilling of 150 mm diameter bore hole supplements with penetration test (SPT) up to 06m depth from subgrade level or depth of refusal whichever occurs earliest. Collection of Soil samples anaylysys test data and submission of detailed test as follows (Submission of six copies of Ink sign test report with detailed description of field investigation and site plan duly earmarked with bore hole locations) (i) Location of water table & LoC of HFL (ii) SPT (iii) SPT Resisitance Curve (iv) Soil Classifiaction (IS 1498) (v) Grain Size Analysis (IS 2720 Part 4) (vi) Particle size analysis (IS 2720 Part 1) (vii) Atterberg limits (IS 2720 Part 5) (viii) Moisture Density relationship ((IS 2720 Part 7 & 8) (ix) Swelling pressure test (x) Natural Moisture content (xi) Specfic gravity (xii) Shear Strength (IS 2720 Part30) (xiii) UCS on atleast two undistrubed samples from each bore (xiv) Free Swell Index (IS 2720 Part 40) (xv) Organic matter (IS 2720 Part 22) (xvi) Premeability (IS 2720 Part 36) (xvii) Consolidation test ( IS 2720 Part 15) (xvii) Consolidation test (is 2720 Part 15)

Excavation /drilling of 150 mm diameter bore hole supplements with penetration test (SPT) up to 10m depth from subgrade level or depth of refusal whichever occurs earliest. Collection of Soil samples anaylysys test data and submission of detailed test as follows (Submission of six copies of Ink sign test report with detailed description of field investigation and site plan duly earmarked with bore hole locations) (i) Location of water table & LoC of HFL (ii) SPT (iii) SPT Resisitance Curve (iv) Soil Classifiaction (IS 1498) (v) Grain Size Analysis (IS 2720 Part 4) (vi) Particle size analysis (IS 2720 Part 1) (vii) Atterberg limits (IS 2720 Part 5) (viii) Moisture Density relationship ((IS 2720 Part 7 & 8) (ix) Swelling pressure test (x) Natural Moisture content (xi) Specfic gravity (xii) Shear Strength (IS 2720 Part30) (xiii) UCS on atleast two undistrubed samples from each bore (xiv) Free Swell Index (IS 2720 Part 40) (xv) Organic matter (IS 2720 Part 22) (xvi) Premeability (IS 2720 Part 36) (xvii) Consolidation test ( IS 2720 Part 15) (xvii) Consolidation test (is 2720 Part 15)

To carry out plate test at 1.5m and 2.0m depth from surface level as per IS 1888-1982, Method of test will be as per clause 4 (Procedure IS 1888-1982). Load arrangment and appliaction of load will be as per the clauses in IS Codes and all relevant correction to be applied at locations as directed by Engineer -in-Charge. anaylysis of the test data and submission of detailed test as follows (Submission of six copies of Ink sign test report with detailed description of field investigation )

KUNIKA GEOTECHNICAL SERVICES P. lTD.

Sheltera consultants pvt ltd.

National Soil Testing and Research Laboratories