Military Engineer Services Tender

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)