Construction Of Deficient Permanent Single Living In Accn For Offrs_G Plus 2_Including Dining Hall And Ante Room At Af Stn Bareilly Cac / Cap / 139 / 2016-17 , Soil Investigation For Design Of Foundation At Af Stn Bareilly ( I ) Nos Of Sites =01 ( Ii ) Nos Of Bore Hole For Site = 02 Nos ( Iii ) Depth Of One Bore Hole= 6 Mtr To Carry Out The Test To Ascertain Soil Profiles / Proportion To Determine Safe Bearing Capacity Complete With Field & Lab Investigation According To Relevant Is Specification Of 1992-1993 , 2131 & 950 ( Part-I ) , 6403 , 1498 & 2720 . ( A ) Conducting Soil Investigation For Following 150 Mm Dia Meter Bore Holes As Per Is Specification Up To 06 Mtrs Depth For Each Bore Hole . ( B ) No Of Bore Hole =02 ( C ) C, GE (AF) IZATNAGAR-Uttar Pradesh

Corrigendum - Construction Of Deficient Permanent Single Living In Accn For Offrs_G Plus 2_Including Dining Hall And Ante Room At Af Stn Bareilly Cac / Cap / 139 / 2016-17 , Soil Investigation For Design Of Foundation At Af Stn Bareilly ( I ) Nos Of Sites =01 ( Ii ) Nos Of Bore Hole For Site = 02 Nos ( Iii ) Depth Of One Bore Hole= 6 Mtr To Carry Out The Test To Ascertain Soil Profiles / Proportion To Determine Safe Bearing Capacity Complete With Field & Lab Investigation According To Relevant Is Specification Of 1992-1993 , 2131 & 950 ( Part-I ) , 6403 , 1498 & 2720 . ( A ) Conducting Soil Investigation For Following 150 Mm Dia Meter Bore Holes As Per Is Specification Up To 06 Mtrs Depth For Each Bore Hole . ( B ) No Of Bore Hole =02 ( C ) Collection Of Undisturbed Soil Sample At Every Interval Of 0 . 5 Mtr Or At Change Of Strata . ( D ) Conducting Lab Test Of Disturbed Soil Sample As Considered Necessary According To Relevant Is Specification Of 2770:- ( E ) Bore Log Data Showing Stratification Of Soil At Various Depth And Level Of Water Table Shall Be Furnished Clearly In Soil Investigation Report Including . ( I ) Sieve Analysis ( Ii ) Particle Size ( Iii ) Wet And Dry Density ( Iv ) Specific Gravity ( V ) Consolidation Characteristics ( Vi ) Natural Moisture Content ( Vii ) Sheer Strength Characteristics ( Viii ) C Value Moisture Content Etc . , ( F ) Conducting Lab Test On Undisturbed Soil Sample As Considered Necessary According To Relevant Is Specification Of 2720 . ( I ) Sieve Analysis ( Ii ) Atterbergs Limit ( Iii ) Natural Moisture Content ( Iv ) Bulk Density ( V ) Particle Size Analysis ( Vi ) Specific Gravity ( Vii ) Free Swell ( Viii ) Organic Materials If Any ( Ix ) Consolidation Test ( Compressed Index Value ) ( X ) Triaxial Compression Test & Determination Of Shear Parameters ( C & O Test ) . ( Xi ) Harmful Salt ( Complete Investigation As Already Ref ) . , Note :- 1 . Ch To 53 / 917 / 32 2 . Rate Are Inclusive Of All Taxes .

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