Provision of soil Investigation for provision of auditorium for Station Units at Bareilly

Amount

M & L for Boring holes supplemented with standard penetration test up to 10mtr depth as per IS 1892: 1978 with refusal as per upto 10 Mtr collection of disturbed and undisturbed representative samples and corresponding trial pits (size 1.2mx1.2mx3m depth), 5m away from each hole complete all as specified & as directed. (a) Location of water Table & Loc of HFL (b) SPT (c) SPT resistance curve (d) Soil classification (IS 1498) (e) Grain size analysis (IS 2720) (f) Particle size analysis (IS-2720) (g) Atterberg limits, index properties (IS-2720) (h) Moisture Density Relationship (IS 2720) (j) Swelling pressure test (k) Natural moisture content (IS 2520) and insitu density (l) Specific gravity (m) Triaxial sheer test/Direct sheer test (n) Unconfined compressive strength on at least two undisturbed samples from each bore hole (o) Free swell index (IS 2720) (p) Organic matter/Deleterious matter (IS 2720) (q) Permeability (IS 2720) Consolidation test (IS 2720) Notes:- (a) Laboratory test of soil be carried out as per IS Code 6403: 1981 for following:- (i) Liquid limit, Plastic limit, grain size distrubution. (ii) Firm will submit his seperate folder in bounded paper in triplicate. (iii) Firm will give the recommendations regarding safe bearing capacity of soil and foundation depth at min 3 depths viz 1.5m, 2.0 m & 2,5m for sizes of footings 1.5mX1.5m,1.5mX2.5m,2.00mX3.00m and 3.00X3.00m. (aa) Factor applied for STP N values as per AIS 2131:1981 (ab) All T&P items and site expenses such as camping transportation etc should be deemed to be included in the quoted rates. (ac) The working hours shall be 0900 hrs to 1750hrs. (ad) Site plan duly marked with location at bore hole is required. (ae) Colour photograph at every bore hole is required in soil testing reports. (af) Recommendations regarding possibility of liquifiction of soil in case of saturated/partially saturated, loose/compacted/sandy soil.