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Shear Test Tenders

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Bid Submission Date Range
Tender Value

State Government

CTN :41504800 Due date: 19 Sep, 202519 Sep, 2025 70.0 Thousand
Tender For supply of motorized direct shear test apparatus (q4)

CTN :41487604 Due date: 29 Aug, 202529 Aug, 2025 NA
Tender For supply of soil investigation : : - mobilization and demob , borehole upto 15 m d , borehole 15 to 30 m dep , borehole beyond 30 m , spt all depths , 100 mm dia undisturb , representative distu , representative water , electrical resistivi , vane shear test , field cbr test , atterbergs limit tes , natural water conten , bulk anddry density t , specific gravity and v , sieve analysis , hydrometer analysis , lab. cbr test , consolidation test , unconfined compressi , chemical tests soil , chemical tests water , tri axial shear test , swell index test , swelling pressure te , thermal resistivity , reports

Central Government/Public Sector

CTN :41412704 Due date: 22 Aug, 202522 Aug, 2025 10.00 Lacs
Tender For supply of motorized direct shear test apparatus (q4)

Central Government/Public Sector

CTN :41428852 Due date: 23 Aug, 202523 Aug, 2025 NA
Tender For supply of motorized direct shear test apparatus (q4)

CTN :41288515 Due date: 18 Aug, 202518 Aug, 2025 NA
Tender For corrigendum : supply of mobilisation of equipment and soil investigation of boring 100 mm dia at any kind of existing soil strata at different location with approved means of drilling refusal strata up to 15 mtr depth whichever is eariler and find out the sbc as per following tes recommendation evaluation of liquefaction potential as per annex f of 1893 part 1 20216 , carrying out standard penetration test spt as per is 2131 1981 including collection of disturbed soil samples in boreholes at depth of 1 m 1 point 5 m 2 m 2pont 5 m and thereafter every 1point 5 mtr depth or any changes of strata and submit the report with all requisitedata recommendation of type of fdn wise shallow deep pile raft required and minimum depth of foundation considering soil strata , conducting necessary test as per relevent is codes and sp 36 on all collected samples with including the determination of the following alterberg limits natural moisture content wet and dry density soil particles size distribution bore log data using sleeve hunrometer analiysis tri axial shear test c and phi valu determination shrinkage limit consolidation test specific gravity test calculation of sbc chemical analiysis of soil to determine ph value sulfate and clorides content and per relevant is code , assesment recommendation of sbc for shallow foundation isolated combined for various sizes of footing upto 4m size at a depth of 1m 1 pont 5 m 2 m 2pont 5m depth submission of the report as per relevant is code including suppoted calculation in triplicat rl of natural ground level also mentioned at particular bore holes location so that exact depth of foundation may be worked out , note it will be the responsibility of the contractor for layout of the buildings on the ground for finalization of location for the bore holes as per the drawings orovided by the mes including cleaning of surface that is grass cutting etc if required transport charges

CTN :41002970 Due date: 28 Aug, 202528 Aug, 2025 NA
Tender For corrigendum : procurement of geo technical equipments of rock testing - core drilling machine for rock sample preparation , installation, commissioning and training charges for core drilling machine for rock sample preparation , core cutting and grinding machine for rock sample preparation , installation, commissioning and training charges for core cutting and grinding machine for rock sample preparation , polishing and lapping machine for rock sample preparation , installation, commissioning and training charges for polishing and lapping machine for rock sample preparation , uniaxial compressive strength test - rock or concrete , installation, commissioning and training charges for uniaxial compressive strength test - rock or concrete , triaxial compressive strength - triaxial testing , installation, commissioning and training charges for triaxial compressive strength - triaxial testing , tensile strength - brazillian method semi-automatic , installation, commissioning and training charges for tensile strength - brazillian method semi-automatic , shear strength test machine - rock direct shear testing , installation, commissioning and training charges for shear strength test machine - rock direct shear testing , point load strength index tester - point load index , installation, commissioning and training charges for point load strength index tester - point load index , slake durability test apparatus - slake durability abrasion resistance-weathering test , installation, commissioning and training charges for slake durability test apparatus - slake durability abrasion resistance-weathering test , unconfined compression apparatus - compression testing , installation, commissioning and training charges for unconfined compression apparatus - compression testing , instruments for measuring specific gravity of rock sample - electric oven, electronic balance, desicator vacuum , installation, commissioning and training charges for instruments for measuring specific gravity of rock sample - electric oven, electronic balance, desicator vacuum

CTN :41344965 Due date: 16 Aug, 202516 Aug, 2025 NA
Tender For supply of soil investigation e e - material and labour to carrying out soil investigation by augor boring method , index properties of soil such as grain size distirbution moisture content density plasticity characteristics , direct shear test uncomfined compression triaxial test to obtain the value of cohession and angle of internal friction , scope of investigation, exploration technique soil profile bore log etc as per specification , recommended sbc for all bore holes at different depth of foundation , sbc and its calculation based on n values hear strength and settlement criteria , location of ground water table rl of gwt foundation level , recommendation of type foundation for different structure including , chemical analysic of soil if require including recommendation and type of cement to be used for filling under floor , recommendation for filling under floor and filling under plinth protection , nature of each stratum and engineering properties of soil and rock witch may affect design and , photographic record of testing , recommendation as regards possibility of liquefaction of soil , swelling pressure and swelling under in respect of bc soil and its depth layer , location of ground water table peak monsoon and peak summer period , possible corrosive effects of soil and water on foundation

State Government

CTN :41298759 Due date: 11 Aug, 202511 Aug, 2025 70.0 Thousand
Tender For supply of motorized direct shear test apparatus (q4)

CTN :41252751 Due date: 11 Aug, 202511 Aug, 2025 NA
Tender For purchase of direct shear test apparatus for department of civil

CTN :41220400 Due date: 16 Aug, 202516 Aug, 2025 NA
Tender For tender for supply of soil investigation - mobalisation of necessary eqpt and man power to the project site and dismantling of the same of completion of field work from the site , provision of two bore hole of 150 mm dia in any type of soil upto max 10 mtr or upto refusal n 100 whichever meet first conducting standard penetration test as per is 2131 1981 reaffirmed 2016 test shall be made at not more than 1 50 mtr interval or on change of strata whichever is less , conducting following lab test on bore collected soil sample i direct triaxial shear test ii grain distribution curves & pattern in bore holes iii bulk density iv natural moisture content v dry density vi water table vii specific gravity viii atterberg limit ix hydrometer analysis x liquid & plastic limit xi swelling index , collection of lab test data calculation of gross and net safe bearing capacity and preparation of report on minimum 80 gsm a4 size white paper duly spiral bound in quintuplet duly vetted by any iit nit vetting shall not be in the personal capacity of the professor for foundation report shall recommend type of foundation and sizes at different depths below ngl including size gross and net safe bearing capacity , i photographic record of geo exploration as well as testing shall also part of the report ii recommendation as regards possibility of liquefaction of soil in case of saturated or partially saturated loose uncompacted sandy soil iii swelling index and swelling pressure in respect of black cotton soil and its depth layer if any iv depth of gr water table gwt in peak mansoon lowest and peak summer highest after correlation of result with seasonal of water table in the station v recommendation for filling under floors vi rl of ground level foundation level with ref to a bm should invariably be mentioned in the soil investigation report
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