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CTN :42407960 Due date: 01 Nov, 202501 Nov, 2025 45.0 Thousand
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

CTN :42407980 Due date: 01 Nov, 202501 Nov, 2025 45.0 Thousand
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

CTN :42442524 Due date: 04 Nov, 202504 Nov, 2025 45.0 Thousand
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

CTN :42442658 Due date: 04 Nov, 202504 Nov, 2025 45.0 Thousand
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

CTN :42402886 Due date: 01 Nov, 202501 Nov, 2025 1.32 Lacs
Tender For soil investigation , masured and paid , work restricted , bore hole chart , profile of all bore hole , sample recovered thorught hard rock

State Government

CTN :42485267 Due date: 05 Nov, 202505 Nov, 2025 1.63 Lacs
Tender For general-construction of school building for govt lps alamcode preliminary soil investigation work

CTN :42488651 Due date: 05 Nov, 202505 Nov, 2025 2.11 Lacs
Tender For re tender annual plan-2025-26.project no. 231/26-soil test and structural design for bridge in phc -shappupalam road in ward no. 5 of kadakkarappally gp -general civil work

State Government

CTN :42497710 Due date: 07 Nov, 202507 Nov, 2025 2.65 Lacs
Tender For general nks soil investigation for construction of new building for autism centre at kayamkulam soil investigation for construction of new building for autism centre at kayamkulam investigation work

State Government

CTN :42498055 Due date: 05 Nov, 202505 Nov, 2025 2.50 Lacs
Tender For general-additional investigation work for the construction of court complex at nilambur in malappuram district-additional soil investigation work -investigation work

CTN :42498863 Due date: 05 Nov, 202505 Nov, 2025 11.14 Lacs
Tender For proposed construction of major bridge across dhamni river on road from village masurli mdr-34 at km 11-300 , tal - radhanagri , dist - kolhapur . ( major bridge survey , estimation ,geotechnical investigation of soil and h.r.etc. work ) i. (ii call
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