Consultancy Work for 5SPOTS Construction of masonry Retaining wall on L.P. bund of River jhelum at Wangipora at Rd 98.250kms to 98.400 kms Dagga mohalla from Rd 96.400kms to 96.470 kms, R.P. bund of River jhelum up stream sumbal bridge at Rd 102.850

Amount

Design consultancy for

i) Drilling of 150 mm diameter bore hole in all types of soils as per depth indicated below or refusal strata which ever is earlier as per instructions of the Engineer In Charge. ii)Conducting standard penetration test (SPT) in the boreholes at 1.5m intervals in depth or every change of strata which ever is earlier as per IS 2131-1981 together with collection of samples(Disturbed/Undisturbed) at regular intervals as per IS Codes. {including Mobilization of boring equipment with tripod , other in -situ test equipment etc. and personal at site and demobilization on completion and removal from site incl. all charges of transportation (Irrespective of number of bores per site)}

Designing of structure including detailed Structural Design Calculations with load Calculations, Comprehesnsive Analysis using Standarad Software like STAAD Pro/Connect Edition for various Load Combinations and Critical State Combinations, Incl. seismic analysis as per relevant IS/IRC Codes latest editions, using Limit State methodology, including services of Structural Engineer, Drafting of Structural Drawings, Documentation of Design Calculation in booklet form, Quantity Estimation alonq with detailed drawings and complete reinforcement details and drafting of Cross section/ L-sections after conducting ground Survey, DPR Formualtion with documentation (Six Copies to be submitted per site) after conducting all necessary geotechnical investigations, laboratory tests on samples collected for their different engineering properties, Grain Size, Liquid Limit,Specific Gravity, Shear Tests, Consolidation tests and other required soil testing to gather essential data for accurate design calculations, Soil properties, bearing capacity, and potential sliding or settlement and Preparing & submitting Comprehensive Soil investigation report for the project based on following observations: Foundation analysis & recommendations with supporting calculations regarding foundation system, depth of foundation,Modulus of vertical sub-grade reaction to be used for raft foundation (based on emprical formulae),Net safe bearing capacity & suggested founding levels. Net safe bearing capacity at a depth of 1m,2m,3m below the existing ground level or at required depth. Plotting of a compiled sub-surface profile along the depth in both plan directions.Estimation of safe side slopes for excavation.To check for liquefaction potential. Any other pertinent information relating to foundation design considered necessary, including mobilisation/demobilisation of all men & machinery required and Vetting of Structural design from DIQC/NIT Srinagar, complete job.

KALANA DESIGNS