Geotechnical Investigation, Soil Testing, Rock Testing and Analysis Service for Construction of proposed Multi storey office complex (Basement plus 6) for JK Police Kothibagh Srinagar

Conductrng soil by making Borehole in case of soil strata upto 30m depth or uplo refusal which ever is earlier, conducting SPT at regular intervals, collecting disturbed /undisturbed soil samples for various Iaboratory examinations. a.Consistency tests(LL,PL,Pl) b. Gradation(Sieve Analysis) c.Shear Parameters i.e "C" & '$" (By DST / tri-axial) d. Densilyand specificgravity e.Moisture Content. Calculating SBC on the basis of soil parameters and checking for permissible settlement. Submitting the detailed SBC three copies. Total number of bores=6 Depth of each bore=3Om Total depth of exploration=6x30=180m

Conducting of INITIAL VERTICAL Pile load test, B.W.O providing vertical reaction through kentledge consisting of main girders supporting cross girders with sleel plates, including loading the plattorm and runloading after conducting the test, providing testing equipment like Jack, Pump, dial gauges complete, providing the report for safe load carrying capacity ol pile. Complete (NABL Accredited).

Conducting of lNlTIAL LATERAL Pite toad test, B.W.O providing lateral/ horizontal reaction through girder, providing testing equipment like Jack, Pump, dial gauges complete, providing the report for safe load carrying capacity ol pile. Complete (NABL Accredited)

Boring, providing and installing bored cast-in-situ reinforced cement concrete pile of specified grade concrete mix, diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embeded in the pile cap etc. all complete including removal of excavated earth with all lifts and leads(Length of pile for payment Shall be measured from top of shoe to the bottom of pile cap) By percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, 600 mm dia piles in M30 mix of concrete

Chipping of RCC pile heads by way of chiseling/through cutter etc up to cut of level by manual means (Dia 600 mm)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.

Consultancy and preparation of detailed estimates, BOQ for Conceptual Architectural Designs for all the components, complete Structural Designs for the Development of buildings and other related facilities including vetting of drawings from IIT/NIT/DIQC for the Construction of proposed Multi storey office complex (Basement+6) fo JK Police at Kothibagh Srinagar. THE ABOVE DRAWINGS SHALL HAVE TO BE PROVIDED AS Five (05) SETS OF HARD COPIES (03 Sets in A0 Size and 02 Sets in A3 Sizes & ONE SET OF SOFT COPY OR MORE IF REQUIRED.