Tender For tender for supply of conducting nenessary tests to ascertain soil safe bearing capacity sbc for building 03 nos at work site by drilling holes collecting samples of disturbed and undisturbed soil , 150 mm bore of depth 0 to 10 meter for building and shed according to is 1892 1988 and is 1892 1979 two bore in corner and one bore in centre , conducting of laboratory test on disturbed undisturbed soil samples as per project requirement after completion of boring as given below , sieve analysis and grain size distribution by sieve analysis and hydrometer test , atterberg limits , natural moisture content , particle size analysis test , bulk and dry density , specific gravity , free swell index and swelling properties of soil , organic matter in soil if any , consolidation test compressed index value , triaxial compression test and determination of shear parameters c and o test as per relevant is codes , harmful salt c value , the firm shall submit the soil investigation completely covering the following , bore log chart showing depth of soil strata , ground water table , probable maximum and different settlement , safe bearing capacity based on shear and settlement , recommendation for type and depth of foundation , the location of bldg bores shall be given by ge , preparation and submission of report in 06 copies containing all above test results graphs charts calculation including marking location on site plan alongwith photographic record etc , recommendations all pages of report claculation sheet and connected documents will be serially numbered stamped and signed by consultant
Tender For tender for supply of conducting nenessary tests to ascertain soil safe bearing capacity sbc for building 03 nos at work site by drilling holes collecting samples of disturbed and undisturbed soil , 150 mm bore of depth 0 to 10 meter for building and shed according to is 1892 1988 and is 1892 1979 two bore in corner and one bore in centre , conducting of laboratory test on disturbed undisturbed soil samples as per project requirement after completion of boring as given below , sieve analysis and grain size distribution by sieve analysis and hydrometer test , atterberg limits , natural moisture content , particle size analysis test , bulk and dry density , specific gravity , free swell index and swelling properties of soil , organic matter in soil if any , consolidation test compressed index value , triaxial compression test and determination of shear parameters c and o test as per relevant is codes , harmful salt c value , the firm shall submit the soil investigation completely covering the following , bore log chart showing depth of soil strata , ground water table , probable maximum and different settlement , safe bearing capacity based on shear and settlement , recommendation for type and depth of foundation , the location of bldg bores shall be given by ge , preparation and submission of report in 06 copies containing all above test results graphs charts calculation including marking location on site plan alongwith photographic record etc , recommendations all pages of report claculation sheet and connected documents will be serially numbered stamped and signed by consultant
Tender For tender for supply of conducting nenessary tests to ascertain soil safe bearing capacity sbc for building 03 nos at work site by drilling holes collecting samples of disturbed and undisturbed soil , 150 mm bore of depth 0 to 10 meter for building and shed according to is 1892 1988 and is 1892 1979 two bore in corner and one bore in centre , conducting of laboratory test on disturbed undisturbed soil samples as per project requirement after completion of boring as given below , sieve analysis and grain size distribution by sieve analysis and hydrometer test , atterberg limits , natural moisture content , particle size analysis test , bulk and dry density , specific gravity , free swell index and swelling properties of soil , organic matter in soil if any , consolidation test compressed index value , triaxial compression test and determination of shear parameters c and o test as per relevant is codes , harmful salt c value , the firm shall submit the soil investigation completely covering the following , bore log chart showing depth of soil strata , ground water table , probable maximum and different settlement , safe bearing capacity based on shear and settlement , recommendation for type and depth of foundation , the location of bldg bores shall be given by ge , preparation and submission of report in 06 copies containing all above test results graphs charts calculation including marking location on site plan alongwith photographic record etc , recommendations all pages of report claculation sheet and connected documents will be serially numbered stamped and signed by consultant
Tender For tender for supply of conducting nenessary tests to ascertain soil safe bearing capacity sbc for building 03 nos at work site by drilling holes collecting samples of disturbed and undisturbed soil , 150 mm bore of depth 0 to 10 meter for building and shed according to is 1892 1988 and is 1892 1979 two bore in corner and one bore in centre , conducting of laboratory test on disturbed undisturbed soil samples as per project requirement after completion of boring as given below , sieve analysis and grain size distribution by sieve analysis and hydrometer test , atterberg limits , natural moisture content , particle size analysis test , bulk and dry density , specific gravity , free swell index and swelling properties of soil , organic matter in soil if any , consolidation test compressed index value , triaxial compression test and determination of shear parameters c and o test as per relevant is codes , harmful salt c value , the firm shall submit the soil investigation completely covering the following , bore log chart showing depth of soil strata , ground water table , probable maximum and different settlement , safe bearing capacity based on shear and settlement , recommendation for type and depth of foundation , the location of bldg bores shall be given by ge , preparation and submission of report in 06 copies containing all above test results graphs charts calculation including marking location on site plan alongwith photographic record etc , recommendations all pages of report claculation sheet and connected documents will be serially numbered stamped and signed by consultant
Tender For supply of civil lab items - cube mould 150 mm, cube mould 70.6mm, curing tank, digital electronic balance 10 kg capacity, electronic balance capacity 30kg, digital thermometer, rebound test hammer, core cutting and core drilling machine, pan type lab concrete mixer, sieve set -sieves, flakiness guage, length gauge, vicat apparatus, buoyancy balance b, concrete core specimen cutting machine/ portable cut-off saws, standard spatula, gauging trowels, ultrasonic pulse velocity test equipment, impact testing machine, briquette mould, flakiness guage, length gauge, bitumen extractor, flash fire point apparatus, electronic balance, reynold’s apparatus, force board apparatus, friction on a horizontal plane, friction on an inclined plane, force table apparatus, reaction for simply supported beam apparatus, screw jack, weight box (1mg. to 500gm.), rock identification kit, liquid limit apparatus, liquid limit apparatus, pycnometer, field density test apparatus - sand replacement, field density test apparatus - core cutter, trowel, porcelain bowl (500 ml), digital weighing scale (10 kg capacity), digital weighing scale (30 kg capacity), electronic balance, table top digital ph meter, do meter, chloroscope, water analysis kit, jar test apparatus, digital turbidity meters, laboratory glass desiccator, universal oven, bod incubator, refrigerator, electronic balance complete metal, table top chlorine meter, total station with stand and all accessories, levelling staff, automatic level, gps, vernier theodolite
Tender For corrigendum : invitation to bidfor two years rate contract for removal, supply and application of thermal insulation materials at gsegs ccpp at hazira, surat - sr. no. 1 to 6 (5 meter height and below) removal of ceramic fiber wool insulation blanket/mattress, removal of aluminium cladding sheet, 50 mm thick ceramic fiber wool insulation blanket/mattress 128 kg/m3 density with 24 gauge aluminium cladding with annealed ss 304 20 swg wire & aluminium cladding fixing with 13/8 mm self trapping sheet metal screw + scaffolding material supply, erection, dismantling, 75 mm thick ceramic fiber wool insulation blanket/mattress 128 kgm3 density with 24 gauge aluminium cladding with annealed ss 304 20 swg wire & aluminium cladding fixing with 13/8 mm self trapping sheet metal screw + scaffolding material supply, erection, dismantling, 100 mm thick ceramic fiber wool insulation blanket/mattress 128 kg/m3 density with 24 gauge aluminium cladding with annealed ss 304 20 swg wire & aluminium cladding fixing with 13/8 mm self trapping sheet metal screw + scaffolding material supply, erection, dismantling, in addition to above 100mm thickness, for every 50 mm thickness ceramic fiber wool insulation blanket/mattress blanket/mattress 128 kg/m3 density., sr. no. 7 to 12 (5 meter height and above) removal of ceramic fiber insulation blanket/mattress, removal of aluminium cladding sheet, 50 mm thick ceramic fiber wool insulation blanket/mattress blanket/mattress 128 kg/m3 density with 24 gauge aluminium cladding with annealed ss 304 20 swg wire & aluminium cladding fixing with 13/8 mm self trapping sheet metal screw + scaffolding material supply, erection, dismantling, 75 mm thick ceramic fiber wool insulation blanket/mattress 128 kg / m3 density with 24 gauge aluminium cladding with annealed ss 304 20 swg wire & aluminium cladding fixing with 13/8 mm self trapping sheet metal screw+ scaffolding material supply, erection, dismantling, 100 mm thick ceramic fiber wool insulation blanket/mattress t - 128 kg/m3 density with 24 gauge aluminium cladding with annealed ss 304 20 swg wire & aluminium cladding fixing with 13/8 mm self trapping sheet metal screw+ scaffolding material supply, erection, dismantling, in addition to above 100mm thickness, for every 50 mm thickness ceramic fiber wool insulation blanket/mattress blanket/mattress 128 kg/m3 density., sr. no. 13 to 16 (ss 410 plate fabrication & erection) ss 410 plate with 2.6 mm thickness with ss stud (16mm) with bolt and washer fabrication & erection , scaffolding material supply, erection, dismantling, ss 410 plate with 2.6 mm thickness with ss stud (16mm) with bolt and washer removing, scaffolding material supply, erection, dismantling, 100mm ceramic fiber wool insulation blanket/mattress with material erection ,scaffolding material supply, erection, dismantling, 100mm ceramic fiber wool insulation blanket/mattress removing, scaffolding material supply, erection, dismantling., sr. no. 17 to 21 (above 5 mtr height ss 410 plate fabrication & erection)ss 410 plate with 2.6mm thickness with ss stud (16mm) with bolt and washer fabrication & erection, ss 410 plate with 2.6 mm thickness with ss stud (16mm) with bolt and washer removing, 100mm ceramic fiber wool insulation sheet with material erection, 100mm ceramic fiber wool insulation sheet removing, in addition to above 100mm thickness, for every 50 mm thickness ceramic fiber wool insulation blanket/mattress blanket/mattress 128 kg/m3 density.