Military Engineer Services

Military Engineer Services has published Soil Investigation Provn Of Parade Ground And Wet Weather Training ( Drill ) Shed ( Spl Item ) With Allied Facilities At Cg Otm Complex At 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 , M & L For Carring Out The Soil Investigation In Respect Of The Soil Investigation To Cover Field Work And Laboratory Studies Includes :- ( A ) Mobisation Of Plants & Equipments Incl Man & Materials Required At Site Of Soil Investigation , Setting Of Boring/Drillings As Required And Demolition Of Plants And Equipments On Complition Of Work Etc Complete ( Which Includes Conveyance Of Sample Collected To Testing Lab As Required For Tghe Purpose Of Testing ) = 01 Job ( B ) Boring 150Mm Dia Bore Hole To 10M Depth Throgh Following Type Of Strata :- ( A ) Any Type Of Soil = 35 Rm ( B ) Soft Rock = 10 Rm ( C ) Hard Rock = 5 Each ( C ) Carrying Out Standard Penetration Test ( Spt ) Including Collection Of Distrubed Soil Samples In Bore Holes At Every 1 M Depth Or Any Change Of Strata And Submit The Report With All Requsite Data = 50 Each ( D ) Collection Of Undirsturbed Soil Sample At 3M Intervals Of At Any Change Strata In 100Mm Bore Thin Walled Tube Including Waxing Sealing And Packing = 15 Each ( E ) Conducting Necessary Tests On All Collected Samples Which Includes The Determination Of = 05 Each Bore Hole ( A ) Atterberg Limits ( B ) Natural Moisture Content ( C ) Wet And Dry Density Unit Weight ( D ) Soil/Particle Size ( Soil Grain Size ) ( E ) Consolidation Test Including Pre Consolidatino Pressure ( F ) Tri-Axial Shear Test ( G ) Shrinkage Limit ( H ) Specifice Gravity Test ( J ) Direct Shear Test ( C&O Determination ) ( K ) Unconfined Compression Test ( L ) Crushing Strength Of Rock Samples ( M ) Free Sweli Index ( N ) Shrinkage Limit ( O ) Soluble Salt Content ( Sulphate Chloride And Ph Content ) ( F ) Excavation Of Trial Pit Up To 3 M Depth Having Size 1 . 2 M X 1 . 2 M X 3 . 0 M For Collecting 3 Nos Uds Samples Including The Test ( I ) Atterbergs Limits ( Ii ) Natural Moisture Content ( Iii ) Wet And Dry Denisity ( Iv ) Particle Size ( Soil Grain Size ) ( V ) Triaxial Shear Test Of Direct Shear Test ( Vi ) Specifice Gravity ( Vii ) Free Swelling Index ( Viii ) K Vlaue = 01 Job ( G ) Compilation Of Data And Submission Of Report In 04 Copies ( As Per Nbc 2016 , Part 6 , Section 2 , Para 3 . 5 ) Contaioning Scope Of Investigation , Method Of Drilling Bore Hole , Sampling Of Bore Hole , Visual Description Of Soil Sample , Ground Levels Along With Ground Water Table Level . Test Results ( Both Laboratory And Field ) Including Graphs , Photographs Of Equipment Used And Samples Collected With Descriptions , Photographs Of Laboratory Test Samples After Testing , General Observations Of Vicinity ( Streams Foundation System Adipted Etc ) Longitudinal And Transverse Section Profiles Of Substrata Analysis Of Field And Laboratory Test Results , Calculation For Arriving At Allowable Bearing Capacity As Per Is And Pile Capacities At Suitable Depth , Recommendation For Suitability Of Foundation = 01 Job. Last date of submission for this tender is 2020-10-03. This is a Shed Construction tender in Port Blair, Andaman And Nicobar Islands