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Bid Submission Date Range
Tender Value

State Government

CTN :42485996 Due date: 15 Nov, 202515 Nov, 2025 NA
Tender For providing consultancy services for preparation of detailed project report (dpr) economic analysis, survey, plan design, preparation of estimates, cost structure etc., for construction of common effluent treatment plant (cetp) at kadakola, thandya, adakanahalli, immavu industrial areas in mysuru district (3rd call).

State Government

CTN :42485997 Due date: 15 Nov, 202515 Nov, 2025 NA
Tender For providing consultancy services for preparation of detailed project report (dpr) economic analysis, survey, plan design, preparation of estimates, cost structure etc., for construction of common effluent treatment plant (cetp) at badanaguppe-kellamballi industrial areas 1st & 2nd phases in chamarajanagara district (3rd call)

State Government

CTN :42485998 Due date: 15 Nov, 202515 Nov, 2025 NA
Tender For providing consultancy services for preparation of detailed project report (dpr) economic analysis, survey, plan design, preparation of estimates, cost structure etc., for construction of common effluent treatment plant (cetp) at sompura industrial area (dobaspet 1st, 2nd, 3rd, 4th, 5th, 6th phases and machenahalli (7th phase) in bengaluru rural district (3rd call).

State Government

CTN :41873063 Due date: 17 Nov, 202517 Nov, 2025 NA
Tender For corrigendum : selection of consultant for pre-feasibility studies for finalization of mw capacity followed by preparation of detailed project report for floating solar pv project at kangsabati mukutmanipur dam in bankura district, west bengal, india

Central Government/Public Sector

CTN :42461242 Due date: 30 Oct, 202530 Oct, 2025 NA
Tender For appointment for consultancy services for preparation of detailed project report (dpr) of rail track works pertaining to brownfield expansion of durgapur steel plant

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 :42495586 Due date: 20 Nov, 202520 Nov, 2025 NA
Tender For “selection of consulting firms for preparation of detailed project report (dpr), conducting eia studies, public hearing, obtaining environment clearance, consent to establish, consent to operate, procurement & bid process management and provide supervision & monitoring services for development of district level regional sanitary landfill facilities for ulbs in the state of chhattisgarh”(2nd call)
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