Military Engineer Services

Military Engineer Services has published Soil Investigation , Constr Of Otm Accn For Ncos/Or At Bv Yard Port Blair 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 , 04 Bore HolesM&L For Carrying Out The Soil Investigation In Respect Of The Soil Investigation To Cover Field And Laboratory Studies Includes:-1 . Mobilisation Of Plants & Equipments Incl Men And Materials As Required At Site Of Soil Investigation , Setting Of Boring /Drilling As Required And De-Mobilisation Of Plants And Equipments On Completion Of Work Etc Complete ( Which Includes Conveyance Of Sample Collected To Testing Lab As Required For The Purpose Of Testing ) . = 01 Job2 . Shifting Of Entire Arrangement From One Bore To Another Bore Hole Location And Setting Of Boring/Drilling As Required And Directed By Engr-In-Charge : = Each - 033 . 04 Nos Bore Holes Of 150Mm Dia Of Each 15M Depth ( Total 60Rm ) Thorugh Any Type Of Soil/Soft Rock/Hard Rock: Rm = 604 . Carrying Out Standard Penetration Test ( S P T ) As Per Is 2131 Incl Collecting Of Disturbed Soil Samples In Bore Holes At Every One Meter Depth Or Any Change Of Strata Including The Report With All Requisite Data . = 60 Each ( Note : Spt Need Not Be Repeated For Same Strats ) 5 . Collecting Of Undistrubed Soil Samples At 3 . 00M Intervals Or At Any Change Of Strata In 100Mm Bore Thin Walled Tube Incl Waxing Sealing , Packing And Transportation To The Lab . = 20 Each6 . Excavation Of Trial Pit Up To 3M Depth Having Size 1 . 2 X 1 . 2 For Collecting 01 Nos Of Uds Sampe : Each 017 . Conducting Necessary Tests On All Collection Of Ds/Uds/Spt Samples Which Includes The Soil Bearing Capacity:- ( A ) Atterberg Limits . ( B ) Natural Moisture Content . ( C ) Wet And Dry Unit Density . ( D ) Particle Size ( Soil Grain Size ) ( E ) Consolidation Test Including Preconsolidation Pressure . ( F ) Triaxial Shear Test ( G ) Direct Shear Test ( C & # Determination ) ( J ) Unconfined Compression Test ( K ) Crushing Strength Of Rock Samnple . ( L ) Free Swell Index ( M ) Shrinkage Limits ( N ) Soluable Salt Content ( Sulphate , Chloride & Ph Content ) ( P ) Specific Gravity Test= Each 04 Bore Hole . 8 . Compilation Of Data And Submission Of Report In 04 Copies ( As Per Nbc 2016 , Part 6 Section 2 , Para 3 . 5 ) ( A ) Containing Scope Of Investigation ( B ) Method Of Drilling Bore Hole ( C ) Sampling Of Bore Hole ( D ) Visual Description Of Soil Sample ( E ) Ground Levels Along With Ground Water Table Level ( F ) Test Results ( Borth Laboratory And Field ) Including Graphs ( G ) Photographs Of Equipment Used And Samples Collected With Descriptions ( H ) Photographs Of Laboratroy Test Samples After Testing ( J ) General Observations Of Vicinity ( Streams , Foundation System Adopted Etc ) ( K ) Longitudinal And Transverse Section Profiles Of Substrata ( L ) Analysis Of Field And Laboratory Test Results ( M ) Calculations For Arriving At Allowable Bearing Capacity As Per Is And Pile Capcities At Suitable Depth ( N ) Recommendation For Suitability Of Foundation = Job 01Note:- Quoted Rate Fol Sl No 02 Should Include Gst For Andaman & Nicobar Islands . . Last date of submission for this tender is 2020-08-08. This is a Cutting Crimping And Punching Tools tender in Port Blair, Andaman And Nicobar Islands