Job Work For Survey , Soil Investigation And Site Clearance For In-Icg Jetty Work At Visakhapatnam Job Work For Survey , Soil Investigation And Site Clearance For In-Icg Jetty Work, SO1 R DGNP V-Andhra Pradesh

Job Work For Survey , Soil Investigation And Site Clearance For In-Icg Jetty Work At Visakhapatnam Job Work For Survey , Soil Investigation And Site Clearance For In-Icg Jetty Work , Site Clearance , M&L For Jungle / Bush Clearance In Construction Site Of In-Icg Jetty Incl Uprooting Of Rank Vegetation , Grass , Brush Wood Etc And Removal Of Rubbish Distance Exc 5 . 00 Km Not Exc 25 . 00 Km Outside Mod Land . , Surface Excavation N . Exc 30Cm Deep And Averaging 15Cm Deep And Getting Out As In Soft / Loose Soil , Demolition Of Reinforced Cement Concrete Of Any Description And In Any Position Not Otherwise Specifically Provided For ( Reinforcement Cut As Required To Facilitate Demolition ) As In Compound Wall , Demolition Of Brick Work Or Stone Masonry Built In Cement Mortar As In Compound Wall , Dismantling Structural Steel Work Including Doors , Gates But Excluding Framed Truss Etc . , Removing Building Materials Etc . To A Distance Of Exc 5 . 00Km N Exc 25 Km Outside Mod Land Including Loading , Unloading , Survey , Topographic Block Contour Survey By Total Station , Grid Level Survey 3M X 3M As Specified Including Necessary Mobilisation And Demobilisation ( 447 X 12M ) Including Preparation Of Survey Report And Hard Copy , Bathymetric Survey To Be Conducted Using Dgps System And Dual Frequency Echo Sounder With 10M Interval Along Sea Side At Proposed In-Icg Jetty ( Area Covering 447 X 30M ) Including Preparation Of Survey Report And Hard Copy , Soil Investigation , Mobilization And Demobilisation Of Two Rotary Drilling Rig Equipment With All Accessories And Other Necessary Equipment For Boring . Rates Including Transportation Of Men And Material . , Shifting Of Boring Equipment With All Accessories From One Location To Another Location Including Labour And Materials . , Boring 6Dia In All Types Of Soils Up To Rock Strata . A ) Drilling Nx Size Boring Upto 3M Into Rock And Collection Of Core Samples In Rock . B ) Carrying Out Standard Penetration Tests ( Spt ) At Required Intervals , As Per Is-2131-1963 Upto Refusal Standards Fro Confirmation Of The Layers . C ) Depth Of Water Table , Collection Of Ground Water Samples D ) Carrying Out The Following Laboratory Tests On Collected Rock Samples And Testing On Rock Samples As Per The Requirement :- ( I ) Natural Moisture Content ( Ii ) Bulk Density And Dry Density ( Iii ) Specific Gravity ( Iv ) Grain Size Distribution ( V ) Atterberg Limits ( Vi ) Unconfined Compression Test ( Vii ) Triaxial Compression Test ( Viii ) Direct Shear Permeability Test ( Ix ) Type Of Characteristics Of Rock ( X ) Engineering Properties Of Rock , Submission Of Report Consisting Of Bore Logs , Data Sheets With Laboratory Test Results And Recommendations For The Type Of Foundation For Construction Of Structures . In Case Where Pile Foundations Are Recommended Vertical , Uplift And Lateral Capacities Of Piles To Be Clearly Brought Out . ( Three Hard Copies Along With A Soft Copy Will Be Submitted )

Sr No	CorrigendumDate	Corrigendum	CorrigendumType	NewSubmissionDate
1	23-11-2020	Bid Auto Extn Corrigendum	Bid Auto Extn Corrigendum	30-11-2020

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