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CTN :36009776 Due date: 05 Jun, 202405 Jun, 2024 NA
Location: Poonch - Jammu And Kashmir Poonch - Jammu And Kashmir
Tender For bid to ras supply of requirement of civil - flakiness index test gauge , elongation index test gauge , pan balance , standard set of sieve for fine aggregate , cement mortar cube vibrator , density basket , bulk density apparatus , unconfined compression test apparatus , direct shear test apparatus , consolidation test apparatus , permeability test apparatus , liquid limit apparatus , plastic limit apparatus , shrinkage limit apparatus , pycnometer , core cutter , sand replacement test apparatus , standard proctor test apparatus , cleveland flash point and fire point apparatus , standard tar viscometer , bitumen penetrometer , ring and ball apparatus , hot plate , aggregate crushing value apparatus , aggregate impact test apparatus , vernier transit theodolite , reflector-less electronic total station , folding umbrella. , tilting level. , abney level , digital planimeter , electronic digital theodolite , levelling staff , ranging rod , arrow , dumpy level , prismatic compass , plain table , tilting level , automatic level , measuring tape 3 mtr , measuring tape 20 mtr , measuring tape 50 mtr , measuring tape 100 mtr , clarrifloculator jar test apparatus , total dissolved solids meter , residual chlorine meter , conductivity meter , digital p h meter , hydraulic bench with apparatus accessories , los angeles abrasion testing machine , compression testing machine

CTN :36279527 Due date: 21 Jun, 202421 Jun, 2024 NA
Location: Poonch - Jammu And Kashmir Poonch - Jammu And Kashmir
Tender For supply of mobilisation of manual drilling equipment rig and shifting of entire arrangement as per specification , boring 150mm dia bores to given depth or refusal strata through any type of soil as given 08 mtr depth each x 01 nos 01 x toilet and 01 x bathroom , collection of undsiturbed soil sample at 1500 mm intervals or at any change of strata in 100 mm bore thin walled tube incl waxing sealing packing as per specification , carrying out standard penetration test including collecting of disturbed soil samples in bore holes at every 1500 mm depth or any change of strata as per specification , carrying out plastic limit test , carrying out proctor compaction test , carrying out tri axial share test , carrying out liquid limit test , carrying out direct shear test , carrying out field density test , carrying out test for depth of ground water table , carrying out unconfined compression test , test for angle of internal friction, cohesion, dry density , n value at an interval of 1500 mm for a depth of 8 mtr , determination of bearing capacity for the following types of fundation , rcc raft fdn for building at depth 500 mm and every 1 mtr interval thereafter upto min of 3500mm as per specification , rcc raft strip fdn for vift retaining wall at depth 500mm and every 1 mtr interval as per specification , recommending appropriate value of safe bearing capacity , conducting necessary tests as per relevant is codes nbc 2016 sp 36 on all collected samples which incl the determination of , atterberg limits , natural moisture content , wet and dry density , soil particle size distribution using sieve hydrometer analysis , tri axial shear test c and phi determination , shrinkage limit , consolidation test , specific gravity test for sand rock , curshing strengthof rock samples , permeability test , chemical analysis of ground water sample min 02 samples , free soil index , chemical analysis of soil , n value at an interval of 1500 mm for a depth of 10 m , carrying out cbr test as per is 2720 code

CTN :36239555 Due date: 14 Jun, 202414 Jun, 2024 NA
Location: Jaipur - Rajasthan Jaipur - Rajasthan
Tender For provision of soil investigation - job work for provision of soil investigation as perspecification of work enclosed in bid , depth of bore holesupto fifteen meter for normal structure , spt value at everyone mtr interval and at change of strata , gain sizedistrubution and analysis , soil characteristics , value of cohesion and angle of internal friction , recommended sbcat different depths of foundation , sbc and its calculationbased on n value shear strength , recommendation fortype of foundation , k value of soil zero point five to five mtrdeptch , any other recommendation specific to the site ,site plan duly marked with location of test conducted on site

CTN :35768852 Due date: 13 Jun, 202413 Jun, 2024 NA
Location: Panchkula - Haryana Panchkula - Haryana
Tender For corrigendum : purchase of machinery & equipment (m&e) for branch of civil engineering for diploma course in the various polytechnics., electronics total station, triaxial testing apparatus computerized (automatic) 50 kn capacity, direct shear testing apparatus (electronic), flash point test apparatus, marshall stability test apparatus, digital concrete test hammer with microprocessor (rebound hammer), theodolite digital, california bearing ratio (cbr) testing apparatus, automatic compression testing machine (digital) 2000 kn with flexural testing attachments (100kn), concrete pan type mixer (40 liter capacity), ultrasonic pulse velocity test apparatus, unconfined compression testing machine, universal testing machine 600 kn capacity
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