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Bids Are invited for Custom Bid For Services - Topographical Survey And Soil Investigation For Proposed New Project 90 Acre Land Parcel At Hanamkonda, Telangana - Soil Investigationmobilisation N De-Mobilizationmobilisation And De-Mobilization Of All The Equipment And Personnel For Carrying Out Soil Investigations Including Erection And De-Erection Of Equipment, Transportation Cost Of Personnel, Equipment Etc. Complete. , Boring Upto 20 M Boring Min. 150 Mm Dia Bore Hole In All Types Of Soil Depth. , Boring Beyond 20 M Boring Min. 150 Mm Dia Bore Hole In All Types Of Soil Depth. , Std Penetration Test Conducting Std. Penetration Test In Bore Holes As Specified , Dynamic Cone Test Conducting Dynamic Cone Penetration Tests As Specified , Soil Tests Permeability Bore Hole Conducting Permeability Tests In Bore Holes As Specified , Soil Tests Percolation Conducting Percolation Tests , Soil Tests Electrical Resistivity Conducting Electrical Resistivity Tests , Soil Tests Atterberg Limits Conducting Following Laboratory Tests On Soil S Le As Specified Atterberg Limits , Soil Tests Natural Water Content Conducting Following Laboratory Tests On Soil S Le As Specified Natural Water Content , Soil Tests Dry And Bulk Density Conducting Following Laboratory Tests On Soil S Le As Specified Dry And Bulk Density , Soil Tests Specific Gr. N Void Ratio Conducting Following Laboratory Tests On Soil S Le As Specified Sp. Gr. And Void Ratio Test , Soil Tests Grainsize Anlsys - Sieve Conducting Grain Size Analysis By Sieve Analysis , Soil Tests Grainsize Anlsys-Hydrometerconducting Following Laboratory Tests On Soil S Le Grain Size Analysis By Hydrometer Analysis , Soil Tests Triaxial - Drained Triaxial Test -Drained Conducting Following Laboratory Tests On Soil S Le Triaxial Test - Drained , Soil Tests Triaxial - Undrained Triaxial Test -Undrained Conducting Following Laboratory Tests On Soil S Le Triaxial Test - Undrained , Soil Tests Consolidation Consolidation Testconducting Following Laboratory Tests On Soil S Le Consolidation Tests , Soil Tests Chemical-Soil S Le Chemical Tests - Soil S Leconducting Following Laboratory Tests On Soil S Le Chemical Tests - Soil S Les , Soil Tests Chemical - Water S Le Chemical Tests - Water S Le Conducting Following Laboratory Tests On Soil S Le Chemical Tests - Water Soil S Les , Soil Tests Cbr - Soaked Conducting Following Laboratory Tests On Soil S Le Cbr Test - Soaked S Le , Soil Tests Cbr - Unsoaked Conducting Following Laboratory Tests On Soil S Le Cbr Test - Unsoaked S Le , Soil Tests Proctor Density Conducting Following Laboratory Tests On Soil S Le Proctor Density Tests , Soil Tests Crushing Strength - Conducting Following Laboratory Tests On Soil S Le Crushing Strength Of Rock , Plate Load Test Conducting Plate Load Tests As Per Is 1888 , Preparation And Submission Of Report: Preparation And Submission Of Technical Report In Triplicate Containing The Details Of Various Tests Conducted, Their Results And Analysis, Properties Of Soil / Rock, Water, Safe Bearing Capacity Of Soil Including Recommendations To Be Adopted For Design Of Foundations. , Survey Topographical Conducting Topographical Ground/Land Survey Of The Plot As Shown In Drawings By Triangulation Close Traverse,Covering Details Of Physical Features(Rivers,Nallah,Lake,Pond ,Forest Etc.) And Cultural Information(Roads,Culverts,Transmission Lines,Telegraphs ,Telephones And Electric Poles, Underground Services,Drainage Work Etc.)Including Recording Spot Levels As Specified,Plotting And Developing Topographical Contour Maps Showing True North Including Establishing Survey Reference Stations Including All Equipments ,Instruments,Personnels Etc. Required To Complete The Work In All Respects As Per Drawings,Specifications And Directions Of Site Engineer Including Submitting Detailed Drawings/Reports Etc. Complete(Grid Interval Of 5 M/10 M /25 M To Be Decided Based On Plot Size And Topography). , Constructing 250Mm X 250Mm X 1000Mm Size Permanent Pillars Plain Cement Concrete Of M-20 Grade With 20Mm And Down Size Graded Stone Aggregate With 600Mm Below Ground Level And 400Mm Above Ground Including Embedding Steel Plate 150 Mm X 150Mm X 10 Mm Thick With Two Nos. Anchor Bars Of12mm Dia. 150 Mm Long For Marking Permanent References Points Including Earthwork In Excavation, Backfilling And Spreading Surplus Earth, Shuttering, T Ing, Ramming,
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