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Gem bids for Soil, Mobilization And Demob, Borehole Upto 15 M D, Borehole 15 To 30 M Dep, Borehole Beyond 30 M, Sptall Depths, 100 Mm Dia Undisturb, Representativedistu, Representative Water, Electrical Resistivi, Vane Shear Test, Field Cbr Test, Atterbergs Limittes, Natural Water Conten, Bulk Anddry Density T, Specific Gravity And V, Sieve Analysis, Hydrometeranalysis, Lab. Cbr Test, Consolidation Test, Unconfined Compressi, Chemical Tests Soil, Chemical Tests Water, Tri Axial Shear Test, Swellindex Test, Swelling Pressure Te, Thermalresistivity, Reports
Amc For Isokinetic Coal Sample Collection For Sieve Analysis And Assistance In Efficiency Measurement Related Jobs Under O And E Dept, Bktps For 2 Years
Gem Bids For 21 Drilling Boreholes Down To 10 Mtrs Depth Or Refusal Whichever Is Encounted Earlier Below Ground Collecting Disturbed And Undisturbed Samples Of Soil Oblique Strata Conducting Standard Penetration Tests As Per Relevant Is Code Recording Water Level Conducting Liquid Limit And Plastic Limit Lest For The Samples Encountered In The Strata Carrying Out Hydrometric Tests Comma Sieve Analysis And Index Properties Report Consisting Of The Bore Log Properties Of The Soil Of Each Strata Comma Suggesting For The Depth Of The Foundation And The Bearing Capacity Of The Soil And Tech Discussion On As Required
Soil Investigation, 12 Atterbergs Limits Is 2720 Part 5 Wet Dry Density Sample Minium Two Sample Soil Particle Size Distribution Using Sieve Analysis Hydrometer Analysis Tri-axial Shear Test C Determination Shrinkage Test Consolidation Test. Specific Gravity Test. Crushing Strength Of Rocks Sample. Permeability Test. Chemical Analysis Of Ground Water Sample Minium Two Sample Free Soil Index Nature Moisture Content.
Ttps Operation Circle Chemical Division Collection Of Coal Samples From Bunker Of All The 5 Units Coal Jetty I Collection Of Pulverised Coal Samples For Sieve Analysis Collection Of Mot Oil Lub Oil Samples And Other Oil Samples Like Mill
Selection Of Laboratories For Testing Of Productsmaterial - Soil; Soil Testing Complete All As Specified For Computation Of Bearing Capacity For Bldgs Such As Filed Investigation Undisturbed Soil Samples As Per Is2131 Part I 1983 Sieve Analysis T..
Supply of Drilling Boreholes Down To 25 Point 00 Mtrs Depth Or Refusal Whichever Is Encounted Earlier Below Ground Collecting Disturbed And Undisturbed Samples Of Soil Oblique Strata Conducting Standard Penetration Tests As Per Relevant Is Code Recording Water Level Conducting Liquid Limit And Plastic Limit Lest For The Samples Encountered In The Strata Carrying Out Hydrometric Tests Comma Sieve Analysis And Index Properties Report Consisting Of The Bore Log Properties Of The Soil Of Each Strata Comma Suggesting For The Depth Of The Foundation And The Bearing Capacity Of The Soil And Tech Discussion On As Required
Provision Of Weather Shelter At Main And Chambal Gate 26 M And L For Carrying Out 2 Nos Bore Hole At Depth Of 10M Drilling Of 150 Mm Dia Bore Hole Sieve Analysis And Grain Size Distribution By Sieve Analysis Atterbergs Limit Particle Size Analysis Test Natural Moisture Test Bulk Density Specific Gravity Free Swell Index And Swelling Properties Of Soil Organic Matter In Soil Consolidation Test Triaxial Compression Test Harmful Salts
Boring Through All Types Of Soil Excluding Rock With 150 Mm Dia Casings Including Collection Of Undisturbed And Disturbed Samples In The Laboratory For Natural Moisture Content. Particle Size Sieve/Mechanical Analysis Index Proportion, Bulk Density, Specific Gravity, Unconfined Compression Test, Compressiondirected Sheath Test, Consolidation Test, Determination Of Ground Water Table I.E.Including Cost Of Safety Measures And Recommendation Of Foundation As Necessary For Excavation And Submission Of Final Soil Investigation Report Including All Laboratory Test Results And Graph Charts Etc.
Survey And Soil Investigation Mobilisation Of Manual Drilling Equipment Rig And Shifting Of Entire Arrangement As Per Specification, Boring 150Mm Dia Bores To Given Depth Or Refusal Strata Through Any Type Of Soil As Given 08 Mtr Depth Each X 01 Nos 01 X Toilet And 01 X Bathroom, Collection Of Undsiturbed Soil Sample At 1500 Mm Intervals Or At Any Change Of Strata In 100 Mm Bore Thin Walled Tube Incl Waxing Sealing Packing As Per Specification, Carrying Out Standard Penetration Test Including Collecting Of Disturbed Soil Samples In Bore Holes At Every 1500 Mm Depth Or Any Change Of Strata As Per Specification, Carrying Out Plastic Limit Test, Carrying Out Proctor Compaction Test, Carrying Out Tri Axial Share Test, Carrying Out Liquid Limit Test, Carrying Out Direct Shear Test, Carrying Out Field Density Test, Carrying Out Test For Depth Of Ground Water Table, Carrying Out Unconfined Compression Test, Test For Angle Of Internal Friction, Cohesion, Dry Density, N Value At An Interval Of 1500 Mm For A Depth Of 8 Mtr, Determination Of Bearing Capacity For The Following Types Of Fundation, Rcc Raft Fdn For Building At Depth 500 Mm And Every 1 Mtr Interval Thereafter Upto Min Of 3500Mm As Per Specification, Rcc Raft Strip Fdn For Vift Retaining Wall At Depth 500Mm And Every 1 Mtr Interval As Per Specification, Recommending Appropriate Value Of Safe Bearing Capacity, Conducting Necessary Tests As Per Relevant Is Codes Nbc 2016 Sp 36 On All Collected Samples Which Incl The Determination Of, Atterberg Limits, Natural Moisture Content, Wet And Dry Density, Soil Particle Size Distribution Using Sieve Hydrometer Analysis, Tri Axial Shear Test C And Phi Determination, Shrinkage Limit, Consolidation Test, Specific Gravity Test For Sand Rock, Curshing Strengthof Rock Samples, Permeability Test, Chemical Analysis Of Ground Water Sample Min 02 Samples, Free Soil Index, Chemical Analysis Of Soil, N Value At An Interval Of 1500 Mm For A Depth Of 10 M, Carrying Out Cbr Test As Per Is 2720 Code
