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Tender For tender for supply of conducting nenessary tests to ascertain soil safe bearing capacity sbc for building 03 nos at work site by drilling holes collecting samples of disturbed and undisturbed soil , 150 mm bore of depth 0 to 10 meter for building and shed according to is 1892 1988 and is 1892 1979 two bore in corner and one bore in centre , conducting of laboratory test on disturbed undisturbed soil samples as per project requirement after completion of boring as given below , sieve analysis and grain size distribution by sieve analysis and hydrometer test , atterberg limits , natural moisture content , particle size analysis test , bulk and dry density , specific gravity , free swell index and swelling properties of soil , organic matter in soil if any , consolidation test compressed index value , triaxial compression test and determination of shear parameters c and o test as per relevant is codes , harmful salt c value , the firm shall submit the soil investigation completely covering the following , bore log chart showing depth of soil strata , ground water table , probable maximum and different settlement , safe bearing capacity based on shear and settlement , recommendation for type and depth of foundation , the location of bldg bores shall be given by ge , preparation and submission of report in 06 copies containing all above test results graphs charts calculation including marking location on site plan alongwith photographic record etc , recommendations all pages of report claculation sheet and connected documents will be serially numbered stamped and signed by consultant
Tender For tender for supply of conducting nenessary tests to ascertain soil safe bearing capacity sbc for building 03 nos at work site by drilling holes collecting samples of disturbed and undisturbed soil , 150 mm bore of depth 0 to 10 meter for building and shed according to is 1892 1988 and is 1892 1979 two bore in corner and one bore in centre , conducting of laboratory test on disturbed undisturbed soil samples as per project requirement after completion of boring as given below , sieve analysis and grain size distribution by sieve analysis and hydrometer test , atterberg limits , natural moisture content , particle size analysis test , bulk and dry density , specific gravity , free swell index and swelling properties of soil , organic matter in soil if any , consolidation test compressed index value , triaxial compression test and determination of shear parameters c and o test as per relevant is codes , harmful salt c value , the firm shall submit the soil investigation completely covering the following , bore log chart showing depth of soil strata , ground water table , probable maximum and different settlement , safe bearing capacity based on shear and settlement , recommendation for type and depth of foundation , the location of bldg bores shall be given by ge , preparation and submission of report in 06 copies containing all above test results graphs charts calculation including marking location on site plan alongwith photographic record etc , recommendations all pages of report claculation sheet and connected documents will be serially numbered stamped and signed by consultant
Tender For tender for supply of conducting nenessary tests to ascertain soil safe bearing capacity sbc for building 03 nos at work site by drilling holes collecting samples of disturbed and undisturbed soil , 150 mm bore of depth 0 to 10 meter for building and shed according to is 1892 1988 and is 1892 1979 two bore in corner and one bore in centre , conducting of laboratory test on disturbed undisturbed soil samples as per project requirement after completion of boring as given below , sieve analysis and grain size distribution by sieve analysis and hydrometer test , atterberg limits , natural moisture content , particle size analysis test , bulk and dry density , specific gravity , free swell index and swelling properties of soil , organic matter in soil if any , consolidation test compressed index value , triaxial compression test and determination of shear parameters c and o test as per relevant is codes , harmful salt c value , the firm shall submit the soil investigation completely covering the following , bore log chart showing depth of soil strata , ground water table , probable maximum and different settlement , safe bearing capacity based on shear and settlement , recommendation for type and depth of foundation , the location of bldg bores shall be given by ge , preparation and submission of report in 06 copies containing all above test results graphs charts calculation including marking location on site plan alongwith photographic record etc , recommendations all pages of report claculation sheet and connected documents will be serially numbered stamped and signed by consultant
Tender For tender for supply of conducting nenessary tests to ascertain soil safe bearing capacity sbc for building 03 nos at work site by drilling holes collecting samples of disturbed and undisturbed soil , 150 mm bore of depth 0 to 10 meter for building and shed according to is 1892 1988 and is 1892 1979 two bore in corner and one bore in centre , conducting of laboratory test on disturbed undisturbed soil samples as per project requirement after completion of boring as given below , sieve analysis and grain size distribution by sieve analysis and hydrometer test , atterberg limits , natural moisture content , particle size analysis test , bulk and dry density , specific gravity , free swell index and swelling properties of soil , organic matter in soil if any , consolidation test compressed index value , triaxial compression test and determination of shear parameters c and o test as per relevant is codes , harmful salt c value , the firm shall submit the soil investigation completely covering the following , bore log chart showing depth of soil strata , ground water table , probable maximum and different settlement , safe bearing capacity based on shear and settlement , recommendation for type and depth of foundation , the location of bldg bores shall be given by ge , preparation and submission of report in 06 copies containing all above test results graphs charts calculation including marking location on site plan alongwith photographic record etc , recommendations all pages of report claculation sheet and connected documents will be serially numbered stamped and signed by consultant
Tender For corrigendum : providing of repair and overhauling service - conductivity bridge; systronics; yes; buyer premises,repair and overhauling service - laboratory centrifuge; remi; yes; buyer premises,repair and overhauling service - moisture meter; metur; yes; buyer premises,repair and overhauling service - plant water potential system; wescor; yes; buyer premises,repair and overhauling service - photosynthesis meter; licor; yes; buyer premises,repair and overhauling service - uv- visible spectrophotometer; systronics; yes; buyer premises
Tender For supply of karl fischer anolyte reagent suitable for metrohm make moisture meter model 381 kf as per , supply of karl fischer catholyte reagent suitable for metrohm make moisture meter model 381 kf as pe , supply of water standard suitable for metrohm make moisture meter model 381 kf as per annexure-iii.