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Tender For supply of permanent magnetic yoke (rope type) to carryout magnetic particle testing (wet and dry met hod) as per is: 3703/2004. the technical specification is follows ; 1) lifting power : 25 kg or more with pole spacing 100mm.2) magnetic field : constant level. 3) poles adjustment : 0 - 300mm. 4) tangential field stre ngth : minimum value of30g. 5) equipment weighs not more than 400 grams.. 6) necessary accessories. m ake: eeciflux permanent magnetic yoke model py-1 or equivalent. note: item to be supplied along with cal ibration, test certificate and warranty certificate and equipment manual [ warranty period: 30 months aft er the date of delivery ]
Tender For offloading work for cleaning of assembly and sub assembly of hemm, loading and unloading and material handling works for and from bws to field equipment at khadia project for a period of 365 days.
Tender For soil investigation for provn of office complex security post and jco living at k nallah - mobilisation of manual drilling equipment rig and shifting of entire arrangement from one bore to another hole location and setting of boring drilling rig as per specification , boring 150 mm dia bores to given depth or refusal strata through any type of soil as per specification , collection of undisturbed soil sample at 1.50 m intervals or at any change of strata in 100 mm bore thin walled tube incl waxing sealing packing and transporting to the lab as per specification , carrying out standard penetration test incl collecting of disturbed soil samples in bore holes at every 1.5 m depth or any change of strata and submit the report as per specification , carrying out plastic limit test as per specification , carrying out proctor compaction test as per specification , carrying out tri axial share test as per specification , carrying out liquid limit test as per specification , carrying out direct shear test as per specification , carrying out field density test as per specification , carrying out test for depth of ground water table as per specification , carrying out unconfined compression test as per specification , test for angle of internal friction cohesion dry density as per specification , n value at an interval of 1.50 mtr for a depth of 8 m as per specification , determination of bearing capacity for the following types of foundation as per specification , rcc raft fdn for building at depth 0.5m and every 1 mtr interval thereafter upto min of 3.5m in case sbc of 10t sqm not obtained till 3.5m depth then greater depth as per specification , rcc raft strip fdn for vift retaining wall at depth 0.5m and every 1 mtr interval thereafter upto min of 3.5m in case sbc of 10t sqm not obtained till 3.5m depth as per specification , recommending appropriate value of safe bearing capacity as per specification , conducting necessary tests as per relevant is codes nbc 2016 sp 36 on all collected samples which incl the determination as per specification , atterberg limits as per specification , natural moisture content as per specification , wet and dry density as per specification , soil particle size distribution using sieve hydrometer analysis as per specification , tri axial shear test c and phi determination as per specification , shrinkage limit as per specification , consolidation test as per specification , specific gravity test for sand rock as per specification , crushing strength of rock samples as per specification , permeability test as per specification , chemical analysis of ground water sample min 02 samples as per specification , free soil index as per specification , chemical analysis of soil as per specification , n value at an interval of 1.50 mtr for a depth of 10m as per specification , carrying out cbr test as per is 2720 code as per specification
Tender For soil investigation for provn of static water tank at fsd khaneter nallah - mobilisation of manual drilling equipment rig and shifting of entire arrangement from one bore to another hole location and setting of boring drilling rig as per specification , boring 150mm dia bores to given depth or refusal strata through any type of soil as under as per specification , collection of undisturbed soil sample at 1.50m intervals or at any change of strata in 100 mm bore thin walled tube incl waxing sealing packing and transporting to the lab as per specification , carrying out standard penetration test incl collecting of disturbed soil samples in bore holes at every 1.5m depth or any change of strata and submit the report as per specification , conducting necessary test as per relevant is codes nbc 2016 sp 36 on all collected samples which incl the determination as per specification , grain size analysis identification and classification of soil as per specification , bulk density dry density and field density as per specification , natural moisture content as per specification , attemberg limit liquid limit plastic limit shrinkage limit and plastic index as per specification , specific gravity asper specification , degree of saturation of soil as per specification , differential free swell index and swelling pressure as per specification , consolidation test for cohesive soil only as per specification , chemical analysis of soil and ground water water to be obtained from bottom of the bore hole as per specification , depth of water table below gl as per specification , presence of loose soil if any and its depth as per specification , n value at an interval of 1.50 mtr as per depth of bore holes as per specification , crushing strength degree of weathering cr value and rqd of rock samples as per specification , net sbc at 1.5m 2.0m 2.5m and 3.0m from shear as well as settlement criteria as per specification , direct shear test as per specification , spt dcpt scpt through mechanical boring carried out at every 1.5mtr interval upto depth of 10.00m as per specification , unconfined compression test as per specification , open test pit bore holes soil classification as per specification , angle of internal friction as per specification , determination of bearing capacity for the following types of foundation as per specification , rcc raft fdn for building at depth 0.5m and every 1 mtr interval thereafter upto min of 3.5m in case sbc of 10t sqm not obtained till 3.5m depth as per specification , rcc raft strip fdn for vift retaining wall at depth 0.5m and every 1 mtr interval thereafter upto min of 3.5m in case sbc of 10t sqm not obtained till 3.5m depth as per specification , recommending appropriate value of safe bearing capacity as per specification
Tender For supply of mobilisation of manual drilling equipment rig and shifting of entire arrangement from one bore to another hole location and setting of boring drilling rig as per specification , boring shall be carried out upto the required depth however if rock is encountered boring shall be terminated after 5 m in the rock spt shall be done boring 150 mm as per specification , collection of undisturbed soil sample at 1.50 m intervals or at any change of strata in 100 mm bore thin walled tube incl waxing sealing packing and transporting to the lab as per specification , carrying out standard penetration test incl collecting of disturbed soil samples in bore holes at every 1.5 m depth or any change of strata and submit the report as per specification , carrying out plastic limit test as per specification , carrying out proctor compaction test as per specification , carrying out tri axial share test as per specification , carrying out liquid limit test as per specification , carrying out direct shear test as per specification , carrying out field density test as per specification , carrying out test for depth of ground water table as per specification , carrying out unconfined compression test as per specification , test for angle of internal friction cohesion dry density as per specification , n value at an interval of 1.50 mtr for a depth of 8 m as per specification , determination of bearing capacity for foundation or footing at 1.0m 1.5m 2.0m and 2.5m for open foundation as per specification , conducting necessary tests as per relevant is codes nbc 2016 sp 36 on all collected samples which incl the determination as per specification , atterberg limits as per specification , natural moisture content as per specification , wet and dry density as per specification , soil particle size distribution using sieve hydrometer analysis as per specification , tri axial shear test c and phi determination as per specification , shrinkage limit as per specification , consolidation test as per specification , specific gravity test for sand rock as per specificatio, , crushing strength of rock samples as per specification , permeability test as per specification , chemical analysis of ground water sample min 02 samples as per specification , free swell index as per specification , chemical analysis of soil as per specification , n value at an interval of 1.50 mtr for a depth of 10m as per specification
Tender For custom bid for services - maintenance of critical equipment of -earth field simulator, deperming coil system, power supplies with associated control systems, calibration system, material handling and winch system, magnetic measurement along with sensor movement system, software for integrated control, hvac, auxiliary ups and generator- magnetic signature management facility at nuwr goa
Tender For corrigendum : survey and soil investigtaion at nsry port blair - mobilisation of plants and equipment including men and materials , boring 150mm dia bore holes , collection of undisturbed soild sample at 3.00m intervals , carrying out standard penetration test , carrying necessary tests on all collection , complilation and analysis of laboratory and field test result and submission of report , excavation of trial pit upto 3.00 m depth
Tender For manufacturing, supplying and field trial of equipment/system for measurement/ deter mination of stress free temperature of lwr/cwr non destructively based upon the barkhausen noi se principle without need of traffic block. [ warranty period: 30 months after the date of delivery ]