Military Engineer Services

Military Engineer Services has published Soil Investigation Of Provn Of Deficient Officer Md Accn At Coast Guard Residentail Area Panchu Tikery Hut Bay Please Ref Tender Documents , Note: The Prepriced Rate Indicated As 0 . 00 Under Col . 6 And As 0 . 000 Indiacted Under Col No 14 To 20 Signifies This Fact Only . Bidder Shall Insert Their Rates In Green Filed Under Col-6 . And Other Charges Like Taxes , Ed , Freight Etc Are Shall Filed In The Respective Col , 1 . M&L For Carring Out The Soil Investigation In Respect Of The Soil Investiagation To Cover Field And Laboratory Studies Includes :- ( A ) Mobilisation Of Plants And Equipment Including Men And Materials As Required At Site Of Soil Investigation , Setting Of Boring/Drilling As Required Shifting The Entire Arrangement From One Bor Hole To Another Bore Hole Location And Setting Of Boring/Drilling As Required And De-Mobilisation Of Plants And Equipmnets On Complettion Of Work Etc Complete ( Which Includes Conveyance Of Sample Collected To Testing Lab As Required For The Purpose Of Testing = 01 Job2 . Boring 150Mm Dia Bore Holes To Any Depth Throuhg Following Type Of Strata :- ( I ) Any Type Of Soil = 20 Rm ( Ii ) Soft Rock = 06 Rm ( Iii ) Hard Rock = 4 Rm3 . Collection Of Undisturbed Soil Samples At 3M Intervals Or At Any Change Of Strata In 100Mm Bore Thin Walle Tube Of Strata Including Waxing , Sealing , Packing , Transporting Etc Complete = 10 Each4 . Carrying Out Standard Penetration Test ( Spt ) As Per Is 2131 Includnig Collection Of Disturbed Soil Samples In Bore Holes At Every 1 . 5 M Depth Of Any Change Of Starata And Submit The Report With All Requisite Data = 30 Each5 . Conducting Necessary Test On All Collected Samples Which Includes The Determination Of The Following Test = 02 Each Bore Hole ( A ) Atterberg Limits ( B ) Natural Moisture Content ( C ) Wet And Dry Density ( D ) Soil/Particle Size Using Sieve Hydrometer Analysis ( E ) Tri Axial Sheer Test C & O Determination ( F ) Shrinkage Limit ( G ) Specifice Gravity Test For Sand/Rock ( H ) Crushing Strength Of Rock Samples ( J ) Testing Of Wate Sample ( 02 Sample ) ( K ) Free Swell Index ( L ) Souble Salt Content ( Chloride & Sulphate ) ( M ) Permeability Test6 . Compilation Of Data And Submission Of Report In 04 Copies Containing Nsbc , Sbs , Settlement Test Results , Graphs , Charts , Calculation Etc And Recommendation For Foundation As Required = 01 Job7 . Excavation Of Trial Pit Up To 3 . 0 Depth Having Siuze 1 . 2 X 1 . 2 M For Collecting Uds Sample Including The Test ( I ) Atterberg Limits ( Ii ) Natural Moisture Content ( Iii ) Wet And Dry Density ( Iv ) Particle Size ( Soil Grain Size ) ( V ) Tri-Axial Shear Test Or Direct Shear Test ( Vi ) Specific Gravity ( Vii ) Free Swell Index = 01 Each. Last date of submission for this tender is 2020-10-03. This is a Building Work tender in Port Blair, Andaman And Nicobar Islands