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CTN :41524589 Due date: 08 Sep, 202508 Sep, 2025 16.29 Lacs
Tender For supply of laboratory equipments at college of agriculture, hindoli - laboratory equipments and instruments as per technical specification, hot air oven, flame photometer, distilled water unit, rotary shaker, hot plate, spectrophotometer, compound microscope with photo display, bod incubator, autoclave, laminar air flow, microwave oven, hydrometer, infiltrometer, digital anemometer, rain gauge, sunshine recorder, stevenson`s screen, ocular meter, camera lucida, munsell soil colour chart, stage micrometre, centrifuge machine, stereomicroscope

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

CTN :41337970 Due date: 20 Aug, 202520 Aug, 2025 NA
Tender For supply of material testing lab, transportation engineering lab, geotechnical engineering lab - cement mortar mould, cylindrical mould, le chatlier, cement tensile testing machi, sieve 20cm dia. fine aggregat, sieve coarse aggregate, split tensile strength, needle vibrator, trowel, spatula, steel scale, micrometer, le chateliar apparatus, rcpt apparatus, beam deflection apparatus, , core cutter testing machi with drill bit, pull out tester, half cell potential measurement apparatus, rebar locators, diameter and cover meters with software, thickness gauge, length gauge, gi sieve(450mm dia), brass sieve (200 mm dia), benkelmen beam, float test apparatus, video camera, skid resistance tester, radar gun, core cutter appratus, pycnometer, appratus for sand replacement method for in-pace soil desnity determination, shrinkage limit test, sieve shaker, density bottle, sand bath appratus, meter scale, thermometer, plastic limit set, hydrometer apparatus, glass measuring cyllinder

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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