Soil Investigation Job No 33Mb / Lbw / 06 / 2021-22 Soil Investigation Job No 33Mb / Lbw / 06 / 2021-22 , Conducting Soil Investigation Test At Site As Per Relevant Specification Of Is-2131, Is-6403, Is-1498 & Is-2720 And Submit The Report As Per Follo, dharamshala-Himachal Pradesh

Soil Investigation Job No 33Mb / Lbw / 06 / 2021-22 Soil Investigation Job No 33Mb / Lbw / 06 / 2021-22 , Conducting Soil Investigation Test At Site As Per Relevant Specification Of Is-2131, Is-6403, Is-1498 & Is-2720 And Submit The Report As Per Following :- ( A ) Drilling Of 150 Mm Diameter Bore Hole In All Types Of Soils As Per Depth Indicated Below Or Refusal Strata Which Ever Is Earlier As Per Instruction Of The Eng-In-Charge. Refusal Defined As And When N Value Is 100 Or More For 30 Cm Or Part Penetration. ( A ) Conducting Standard Penetration Test ( Spt ) In The Bore Holes At 1.00 M Intervals In Depth Or Every Change Of Strata Which Ever Is Earlier As Per Is:2131-1981Orconducting Dynamic Cone Penetration Test ( Dcpt ) In The Bore Holes At 1.00 M Intervals In Depth Or Every Change Of Strata Which Ever Is Earlier As Per Is:10042-1981 ( Applicable For Gravel, Boulder Deposit Type Of Soil ) ( B ) Collecting Disturbed Soil Sample From The Location Of Conducting Spt / Dcpt ( C ) Collecting Undisturbed Soil Samples At 1.50 M Intervals Or Change Of Strata Whichever Occurs Earlier. ( D ) Analysis Of Liquefaction Potential For Earthquake As Per Zone-Iv Of Is:1893-2016 ( Part-1 ) ( E ) Recording The Ground Water Table If Observed Upto Exploration Depth, As Per Is:6395-1973. , ( F ) Conducting All Necessary Laboratory Tests On Samples Collected For Their Different Engineering Properties. Following Test Will Be Carried Out :- ( I ) Dry Density And Moisture Content As Per Is:2720 Part-2 & 29 ( Ii ) Atterbergs Limit As Per Is:2720 Part-5-1985 ( Iii ) Particle Size Analysis As Per Is:2720 Part-4-1985 & Is For Classification Of Soil ( Iv ) Specific Gravity As Per Is:2720 Part-3 Sec-2-1980 ( V ) Consolidation Test As Per Is:2720 Part-15-1986 And Compression Value Index ( Vi ) Free Swell And Swell Pressure Test As Per Is:2720 Part-40-1977, Part-41-1977 ( Vii ) Bulk Density ( Viii ) Organic Matter In Soil If Any ( Ix ) Triaxial Compression Test And Determination Of ( C & ? Value ) Shear Parameters As Per Relevant Is ( X ) Harmful Salt. , ( B ) Transportation Of Equipment / Mobilization / Dematerialization Of Equipment Etc For Soil Investigation. ( C ) Details Specification As Per Tender Documents => Limited

Sr No	CorrigendumDate	Corrigendum	CorrigendumType	NewSubmissionDate
1	24-03-2022	Bid Auto Extn Corrigendum	Bid Auto Extn Corrigendum	31-03-2022

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