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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 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 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 supply & installation of machine, material, and equipments for civil engineering laboratary work. - sieves, % of water content test of bitumen, solubility test of bitumen, vee bee consisto meter, cylindrical moulds, vibration table, curing tank, tray, density bottle , needle vibrator, hydrometer apparatus , pitot tube apparatus , universal testing machine, computerized, capacity 1000kn, sieves, penetration test of bituminous material, high precision weighing scale 30 kg x 1g, shape test (flakiness index value test), shape test (elongation index value test), stainless steel degree protractor range: 0 to 180, least count: 1, steel measuring tape; 5 m, steel scale, digital vernier calliper 200 x 0.1mm, trowel, spatulla, guinia, spirit level, micrometer, jar test apparatus flocculator, portable dissolved oxygen meter, ph meter, turbidity meter, nessler tube, thermometer, b.o.d incubator, test tube, bod bottle, porcelain dish, measuring cylinder, beaker, filter paper, funnel, shrinkage limit set, direct shear apparatus, moterised with 12 speed. as per is: 2720 ( part xiii), proctor test apparatus for heavy compaction, sieve shaker , non corridible air tight container or can, glass measuring cylinder , stopwatch, tongs , pouring devices funnel, heat resistant gloves, glycerine and dextrin powder
Tender For supply of concrete technology lab - concrete sulfur capping setup , concrete penetrometer , infrared thermometer , hand held crack measuring microscope , shrinkage bar mould four compartments with kneaded and treaded ref point with complete set , air entrainment meter with accessories , blaines apparatus , marsh cone test apparatus , heat of hydration apparatus , concrete surface moisture meter , pendulum skid resistance test setup , monitor microclimates to measure temperature humidity with display , longitudinal compress meter and lateral extensometer for elastic modulus with 150mm diameter cylinder , longitudinal compress meter and lateral extensometer for elastic modulus with 100mm diameter cylinders