Quotation For Soil Investigation For Provn Of Toilets And Bathrooms With Allied Infra For Fd Hosp At Hunder, GE PARTAPUR-Jammu And Kashmir

Quotation For Soil Investigation For Provn Of Toilets And Bathrooms With Allied Infra For Fd Hosp At Hunder , Job No : Mwp/01/2019-20 , Mobilisation Including Shifting From One Bore Hole To Another Bore Hole Boring Of Manual Spt Drilling Equipment Boring/Drilling 100Mm Dia Boreholes Through Any Type Of Soil/Rock Strata , Collection Of Disturbed & Undisturbed Soil Samples At 1 . 5M Or Closer Intervals On Change Of Strata Using Sampling Equipment As Per Is: 1892 & Undertaking Standard Penetration Test As Per Is: 2131 Or Dcpt ( Dynamic Cone Penetration Test ) Depending Upon The Soil Strata As Per Is: 10042 For The Following Scope:- , ( A ) 100Mm Dia Boreholes Of 06M Depth Or Refusal Whichever Comes Earlier . , ( B ) Transportation Charges Up And Down From Site And Mobilisation Of Manpower , Equipments Etc , Notes :- I . Evaluation Of Following Index Properties Of Soil Through Testing Of Soil Samples In Approved Laboratory As Per Relevant Parts Of Is:2720 , ( I ) Atterberg Limits ( Liquid Limit , Plastic Limit & Shrinkage Limits ) , ( Ii ) Natural Moisture Content , ( Iii ) Wet & Dry Density Of Soil , ( Iv ) Soil Particle Size , Distribution Using Sieve Analysis & Hydrometer Analysis , ( V ) Shear Test For Determination Of Shear Strength Cohesiveness , ( Vi ) Crushing Strength Of Rock Samples , ( Vii ) Shrinkage Limit , ( Viii ) Specific Gravity Test For Soil/Sand/Rock Samples , ( Ix ) Permeability Test , ( X ) Determination Of N&C Value , ( Xi ) Any Other Important Soil Property Relevant To The Type Of Soil Encountered , Ii . Determination Of Bearing Capacity Of Soil For The Following Types Of Foundations . , ( I ) Rcc Raft/Isolated Foundation Fo Building At Depth 1500/2000/2500Mm From Existing Ground Level As Per Relevant Is Codes Worked Out On Shear As Well As Settlement Criteria , ( Ii ) Recommending Appropriate Value Of Safe Bearing Capacity Of Soil At 1500/2000/2500Mm Depth From The Existing Ground Level , Iii . Maintenance Of Video Graphic/Photographic Record Of Soil Exploration/Testing Events And Submitting The Same To Engineer-In-Charge

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